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Home My WebLink About035-225-0014j.(i si ti..�}sifirf'j°'. .+•.rie..-+..p'.•�•...�_+•�^v-t^-w+.•.s.-.+•....,...a{%`�4�"" . - ...1.y.7: rf r rj � r . S • t P-225-001 _ 03-1392 fit IT, } 1.t . i t t '' •� t �ltti f t c s SCE rj {! A S`'; l'EIV Mi �M�' .rte;;, "�'• APPLICATION FOR E OF MERGH ;it;!'t+''� if t4 I - :Y t +tf�fFF t i - c �•F t i tr )til t t E r Fil „ s 'F i ! J 3ie1', 'L• • r '[ ,• rt It � ACJ f s !t, •�, 1 :i RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COSY of Document Recorded 30 -Jul -2003 2003-0050310 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. CHARLES L. VICTORY JR REAL PROPERTY OWNER/LESSOR 1989 SUMMERS ST. MAILING ADDRESS OROVILLE - BUTTE CA 95965 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE' MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-1392 530 538-7541 BUILD11,19PERMITNO.. TELEPHONE NUMBER SIGNATURE OF LOCAL AGENCY OFFICIAL • 1" DATE NONE DEALER NAME (if not a dealer sale, write "NONE") ` NONE DEALER LICENSE NO SKYLINE HOMES INCF 2003 WOODFIELD / P227 -CTE MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 17 -70 -0108 -S -AM 76'x26' ULI 547127/8 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) . REAr oROPE TYL.EGALDESCRIPTION ASSESSORS PARCEL NUMBER AP # 035-225-001 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. 05/13/03 14:37 BIDWELL TITLE y 5303429174 N0.215 P002 own DEEf:RTPn6i THE L= REFERRED TO HEREIN IS SITUATED IN THE STATE OF_ CALrFORNIA, COUNTY OF BUTTE, 'AND XS DESCRIBED AS FOLLOWS: LOTS 49, 50, AND 51, AS SHOWN ON TKAT .CERTAIN MAP ENTITLED, «OFFICIAL MAP OF THE BAGGETT TRACT, NW OROVILLE, BUTTE Co., CML.", WHICH MAP WAS RECORDED XN THE OFFICE OF THE RECORDER OF THS COUNTY OF BUTTE, STATE OF CAXOIFORNIA, ON JUNE 14, 1909, IN BOOK .6 OF MAPS, AT. PAGE (S) 83. TOGETHER WITH THAT PORTION OF PACIFIC ALLEY SOUTH OF'THE SOUTH LINE • OF SIRS STREET AND NORTH OF . THU CENTER I,= OF "C" BKTEMED (EAST TO THE FEAST. LINE OF SAID PACIFIC ALLEY, AS ALLEY ON SAID 1W.SHOAL TOGETHER WxTdi THE NORTH HhLF OF "C" ALLEY ADJOINIM THE .90U'I'bI LINE OF THE. DOVE D89CRIMM LOTS,, AS SHOWN ON SAID W, SAID ALLEYS. HAVING BEEN HERETOFORE ABANDONED. APO: 035-225-001-000 • � t 1 L�l1T�T11 i CERTIpFI 1 A BUILDING PERMIT NUMBER: 03-1392 Address or location of unit: 1989 SUMMERS ST., OROVILLE CA 95965 Legal Description of Real Property: AP # 035-225-001 , SEE ATTACHED R, (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: CHARLES L. VICTORY JR Owner's address: 1989 SLIMMER STREET, OROVILLE CA 95966 INSIGNIA OR HUD NUMBER: ULI 547127/8 W SERIAL NUMBER OR,V.I.N.: 17-70-01.08-S-A/B. ' MANUFACTURER'S NAME: SKYLINE HOMES INC YEAR: 2003 . OFFICIAL APPROVING INSTALLATION: DATE: 7 - 1-� q-03 PHONE: (530) 538-7541 H.C.D. 513C • _ 1 a 06/17/2003 15:31 5303429174 CHICO BLDG SYSTEMS PAGE .02 PORTATIQN AND HOUSING.AGENCY. N u • i;•N-: -::.., �..�.-.. :y� .BUSINESS. TRANS... .. ePARTMENT OF HOUSING AND`CONAe(!Pl[JV bEVEL.OP :..: :-:.. '�"1 `V ®:�"_• : ;.' ' !ITO ION OF'COOifb AT46 STANDARDS' „ IYIANUFACTUREP.HOUR PROGRAM IVtARUFACTURER -CERTIFICATE OF ORIGIN:.' rVA CK IF THA¢ ISA OUPLICATE.N0-ENTER ORIGINAL MCO NO.HE Tl• NI F TU E O ING NUMBER OF 2 TRANSPORTABLE SECTIONS U TI -UNIT MANUFACTURED HOUSING. •LE FAMILY D1N.ELLINGMUMH (M ,.�ROUP• MANUFACTURER LICENSE NUMBER: NAME:HOMES- INC SUGGESTED RETAIL- PRICE: ADDRESS: k)OODLAA'D 95776 456.50 1720EAST BEAMER STREET EI sate Z* $. 96.. btreet DATE OF MANUFACTURE: MANUFACTURER.TRADE_ NAME: MODEL NAME ANDIOR NUMBER: 1`22'7 -=CTE 6/ 11124Q3 CALIVVEALERNUMBER"OR OATE•OFTRANSFER: NAME OF'D L R'OR'T S EREE' (OWNERSHIP RANSFERRE[> •TdJ " = TRANSFEREE DESIQNAT�ON: 6 1272003 SKYCRBS'r"'ENTERPRISES/cOUSIN GARY S 'HOt+lE3' "' 91265 DEALER_ •.TRANSFEREE ADDRESS 95973 CHICO CA 13468 MY 99 [city) (zI MIRY CREDITOR NAME: TEXTRON. F1iAJ%CIAL"C0RP INVENTORY -CREDITOR ADDRESS_ 701 XENIA .AVE.. SOUT1i SUITE 300 GOLDEN VALLEY FW S5416 b CRY) ... ": siaur z.. SECTION MANUFACTURER SERIAL NUMBER NCD INSIGNIA OR HUD LABEL NUMBER LENGTH JIHES) POUND$ 1 17-70-0108—S—B ULI 547127 912, 156 30,366 2 17,-70-0108—S—A ULI 547128 912 156 31.666' TRANSPORTER NAME: D:4 R TRANSPORT TRANSPORTER ADDRESS: Stroel P.O. BOX 179 DURHAM licitgqA 9593$ Sate DESTINATION FOR UNIT OE15CRIBED ABOVE: COUSIN GARY'S HOSES 13468. KQY 99 CHICO. C.A. 95973 NAME ($(Ml) ICN Sta10 z' N mn ft under Penally Of pW)WV Wider Ino laws of Um Slab of California VIM Vie e00ve leaf we true end correct. Exewma ' 6/1212003 fll WOODLAND YOLO CA (Deb>. (Cay) (County) IBtetal SIGN URE OF AUTHORIZED AGENT: ORIGINAL (P(NIQ FORWARD TO THE INVENTORY CRED(TOR, UNLESS THERE IS NONE. THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY I (VIMITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1028. SACRAMENTO, CA 99812.1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOIM DELIVER TO THE TRANSPORTER TO ACCOMPAWTHE-UNLT. TO.ITB.DE.SPNATION. . -/Ay- COPY S (OOLDENROD) TO BE RETAINED BY THE MANUFACTURER. CAD - side 1 - (7/87) .. 04/23/03 14:19 BIDWELL TITLE 4 5303438496 i RECORDING RXQUMFD 8V AND WHEN RECO]MED BWL TO ,` Ch -rtes L. NI e. -or y J r. arm l9 f�0 Sum IY1efg 5-r. n« �•��vi►�o� C'a. 9591alo OWN l+w NO.672 P002 ' z�03�db0,1737'4 Reewrded Fa FM Of"681 Records -1 . 1A•M County Of MUTYE CMDAM J. Mn 1 1 Ry D101m 1 Asefstan! 1 1®e351i1 2 1 Lisa 9-ftartiEB@a 1 Page 1 of e . Parcel No. 035- 22GRANT DEED (Cm --- 5�-Oo l-oco ne Undanirm aftaw(s) o City/Towb of O ro re f le D0="tstI' Transfer Taxis $ XUnineowated Am �emnpvted an 611 Value of interat or Ptope r eowverad, of O die value lase value of Ilene ar eneutabmacrt mmimag at the dme of sats 1. FOR A VALUABL$ PONSIpB TTpN of w 13 MaautemtFee oft10.00 hich l9 hereby adarowied®ed, u� zA n�arrl�d, ��orc�ed , l t�i{srso�. hereby oRATVr�9) ro ►fid GnM0r�rie d n1&7 *d 1 Vm,d the following real property in the D CIV of omVI I L )(Unincorporated A County of, State orcillifomim:,rattyk— SEE E)aMrT A ATTACHED HERETO AND MADE A PART HEREOF Dated: 5'aao&14A /k,. P�¢ P -E#1 S O N STATE OF CALMOR14U �{r� COUNTY OF ee'''' } S3: On t�IYJt . K; 14 �� , before the, the undersigned, a Notary Public in and !or said county an State, persona y —....red . SGlI'k.�YZC. Of satisfactory ev(dencelr to be�the pe *tfie na arson(el whose Dam* W Se/st& ttubsCribed to the with" i nsttruamt�aad acknowledged to — that Ae/ahe/tAWA exacuted the eaere is hie/her/bhedr authorized Capacity(i"j , and that by M-Z/her/the4c 9ignature60 on the inatrwent tha yerev&(e!, or the entity UPMbehalf of which the Tserson(al acted, executed the in3tzvabat. WITHoss my hand and OfEicial Bela. Signature _ i v �.Ld'�/f f P►i ! V f� s kO 3 cow �iilltill�� lo0ir- Eept- MAIL. TAX STATEMEWTS TO: e as ave x 05/05/09 11:38 FAX 590 $33 1589 BIDWELL TITLE OROVILLE + BENCH KAM IM006/009 SCHMULE C ' MER NO_: 2083991,.00E -MN TM IdANiD REFERRED TO IN IS DESCRIBED AS FOLLOWS: ALL TMAT CERTAnq RI&AL pROI'ERTy SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IIESCMED AS FOLLOWS., LOTS 49, 50, AND 51AS SHOWN.ON THAT CERTAIN MP ENTITLED, "OFFICIAL MAP OF THE DAGGETT jRACT, NEAR OROVIL LE, B T TE ' CO., CAL.", WMCK bur WAS RECORDED IN THE OMCE OF THE RECORDER OF TIDE COUNTY OF BUTTE, STATE OF CALIFORNIA, A, 14, 1909, IN BOOK 6 OF MAPS, AT PAGE(S) 33. ALSO ALL THAT PORTION OF RACMC ALLEY SOUTH OF TMSOUT9 LIn OF SUNaMWES STAT AND NORTH OF THE CENTERLINE OF' "C" ALLEY )EXTENDED EAST TO THE EAST LINE OF SAID PACIFIC ALLEY, AS SHOWN ON SAIiD MAP. ALSO TEE NORTH KALF OF "C"•ALLEY AD�OINYNO THE SOUTH DINE OF TIM ABOVE JDZSCRIEED LOTS9 AS SHOWN ON SAID MAP, SAID ALLEYS I3AVXNO BEEN HERETOFORE ABANDONED. AP NO. 035-225401 r A S Mum 10 600i900suippag jimpaag aElo Ci otS jVj 6E:ti RU Eooiioiigo Legal Description The land referred to herein is situated in the State Of California, County of Butte, an is described as follows: Lots 49,50'and 51, as shown on that certain map entitled, "Official map of the Baggett tract, neat Oroville, Butte Co., Cal.". Which map was recorded in the office of the recorder of the County of Butte, State of California, on June 14, 1909, in book 6 of.maps, at page(s) 83. Together with that portion of Pacific Alley, South of the South line of Summers Street and. North of the center line of"C" alley adjoining the south line of the above described lots, as shown on said map, said alleys having been heretofore abandoned. AP# 035-225-001-000 LN STATE OF=:CALIFORNIA �-�' • DEPARTMENT OF HOUSING.'=ANO:'yCOMMUNI1YI DEVELOPMENT DIVISION' OF: COOES :AN...DSTANOARDS REGISTRATION ANO TITLING SECTION , STATEMENT OF FACTS ii -s unit is.'.a: Mobilehome E] Commercial Coach Floating Home E]Truck Camper !cal (License) No.(s) Trade Name Serial No.(s). 'We, the undersigned, hereby state that the unit described above:. OIL, perma-nav\,+ �Fo LL rd ,ffi.ant further agrees to indemnify and save harmless the Director of Housing and Community !evelopment. Stateof. ,.California, and subsequent,; purchasers of said, unit, for any loss they, lay suffer resulting from registration of .the 'a 007described unit in California, or from ssuance of a California certificate of title covering the same. :/We certify under"penalty of perjury that the foregoing is true and correct. ixecuted on at e: C ty (State) Signature of each affiant Printed name of each affiant C'(07awl- V l�� 8�1��0 �0LLS I0 �l � I �OY eS Add City HCO 476.6 (Rev 11/86) State �6' H.C.D. ATTACH CHECK ................. .............. .............. .............. .............. .............. .............. ..... . NAME: Aft. DATE: rf a OSP f��1T Ot% °�UTTF° Department of. Public Works ° ° C o u n t y o f B u t t e ° ° ° ° J. Michael Crump, Director LAND DEVELOPMENT DIVISION ° ° 7 County Center Drive Warner C. Phillips, Assistant Director Oroville, CA 95965 Awl/C WO��9 (530) 538-7266 (FAX) 538-7171 June 3; 2003 Skycrest Enterprises. . 13468 Highway 99 Chico, CA 95973 Re: Application for Certificate of Single Merger for Charles L. Victory, Jr. AP 035-225-001. To Whom It May Concern: On May 29, 2003, the Department of Public Works made the finding that the Certificate of Merger on the above referenced property is exempt from environmental review, and approved the project. Enclosed please find a conformed copy of the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on June 2, 2003, under Serial Number 2003-0035488, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell Manager, Land Development Division SE/kp cc: Environmental Health Department Building Division L & L Surveying IF RECORDING REQUESTED BY and AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 LANDS BEING MERGED: CORY of Document Recorded 02 -.dun -2003 2003-0035468 Has not been compared with original BUTTE COUNTY RECORDER CERTIFICATE OF MERGER AP NUMBERS) NUMBER OF EXISTING PARCELS: .3 EXISTING PARCELS CREATED BY: ❑ PATENT ❑ GRANT DEED ❑ GIFT DEED ❑ PARCEL MAP UBDIVSION MAP ❑ OTHER RECORDING DATA: YEAR BOOK / PAGE OR SERIAL NUMBER: SUBDMSION / PARCEL MAP: BLOCK LOTS) Z)-Ia-7 As of the date of recordation, those lands noted above are merged to create one single parcel of land as described in Exhibit A attached hereto. May 29 2003 MIKE CRUMP DATE Director of Public Works OWNERS' CONSENT TO MERGER THE UNDERSIGNED, as owners of all that real propertyto be merged, do hereby consent and agree to the merger of such lands into that single parcel as described in Exhibit A attached hereto. OWNER S SIGNATURES MUST BE NOTARIZED Print name and tide (if applicable) below signature line Sign and print nai C}41A 2C.ES Sign and. print name & tide 5 -2j -c)3 Date Date STATE OF CALIFORNIA COUNTY OF BUTTE } S.S. On May 21 2003 before me, V. Welch a Notary Public in and for said County and State, personally appeared '**Charles L Victory, Jr "" personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s), acted, executed the instrument. WITNESS my hand and official seal. Signature V w •-p— To be attached to Certificate of Merger for AP #035-225-001 V. WELCH CONN. # 1239070 NOIAR FURM-CALIMMIA 0 COUNTY OF BUTTE c . Comm. Expires Oct 21, 2003 (This area for official notorial seal) notryack rev. (010698) k� . EXHIBIT `A' All that certain real property situate in the County of Butte, State of California, described as follows: Lots 49, 50, and 51, as shown on that certain map entitled, "Official Map of the Baggett Tract, Near Oroville, Butte Co., Cal.," which map was recorded in the Office of the Recorder,of the County of Butte, State of California, June 14, 1909, in Book 6 of Maps at page(s) 83. Together with all that portion of Pacific Alley South of the South line of Summers Street and North of the Center line of "C" Alley extended East to the East line of said Pacific Alley, as shown on said map. Together with the North half of>'"C" Alley adjoining the South line of the above described lots, as shown on� said map, said alleys having been heretofore abandoned. This parcel is merged into one parcel and cannot be sold separately. r , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION : 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538 -75410313g? -.01. 38-7541(/ �j 313g?io• (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 035-225-001 ZONING BUILDING PERMIT OWNER Ch.qrlprz TELEPH SO. FT. OCC. BUILDING VALUATION - OWNERS MAILING ADDRESS 1989 Summer Street Orovzlle CA 1 CONTRACTOR'S NAME S_ycrest_ TELEPHONE CONTRACTORS TAAIUNG ADDRESS - CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $107,406.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 667.50 2 $333.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1989 Summers Street Energy Plan Checking Fee $ $ PERMIT FEE $ 373.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1 —MH Pel Fri„ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 1 9 -no Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service '..AOR's"S 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fullfQrce and effect.WER License Class Lic. No. �� /1q3� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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 I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' ns tion ink rance carrier and policy number are: Carrier Policy Number / (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) O 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 p ovisions of section 3700 of the Labor Code, I shall orthwith comply with tho provisions. ' Date O O A with Si t e of Applicant - ❑Own ❑Contractor O Ag t is required f r e ava s over 5'0" deep and de olition or construction o ructures o ri s t. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Main Service 200A TO 1000A 46.00 NEW CONST. DY;"W OCCUP. SO OR ADDNS. ( DY; ACC. BLnS. 3.5¢FT: No ES'.. RR MULTI.OUTLET @7.50 APPARATUS 8 POSINGLE OUTLET CIR. 20 .00 EX. Occup. OUTLET OR FDCTURES BAL Q 1. 0 pOED EA 5.00 Ex. Occup. DFlxuT RES, Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $466.75 HAZ. I D. OES IM 00 I CDF I PAR EL H ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. J / n" Date / PERMIT EXPIRES ON Dafe 2/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL NG DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (53 5538-7541 PERMIT NOtBIEN . APPLICATION AN-D-PtRN((7 0 ZONN BUILDING PERMIT • Te1trN Ne / 3 . 9'" SO. FT. I OCC. I BUILDING VALUATION PERMIT FES : i $ Mobile Home Installation Fee 1 5 Energy Inspection Fee S _ AMOUNT RECEIVED $ occ coMT. rPe T rTAL FEE S - ! NAZ. O. ►'EE8 Y O CJ! D cEl np 6S UE • � I ( I I This permit Is hereby Issued under tno applicable provisions 'RECEIPT NUMBER3 r2 6 of the Buns county code and/or Resolutions to do work Indicated above for which fees have aeon paid. 'TO BE PUT INTO COMPUTER By Dale PERMIT EXPIRES ON TZL�NONC SKYCREST ENTERPRISES xA�Twa, --AJNO „oma 342-2694 3 HICO CA 95973 CO•BTRU1 LENDFA — u:,d� a.y�yq .00REau -- Fire lace A�.T OR EJ+OUiEEia Total Valuation S UOENCQ NO. fFlfin; FeeTORADOREYY 2 0.01)t Fee �— 1 B"`D"OADO " s Plan Checkln Fee ,l a Enerly Plan Checkin F ee S �A& -"-TT -re;,— 5 cusave oNCNAuePARCEL UAP % �� PERMIT FEE S PLUMBING PERMIT Filing Fee • 20.00 USEOFSTRUCTURE Each Tr a I 7.00 l3 Nb SF O Duplex --bllehome O Other Solar or heat um water heater T_ 23.00 ePECw Water I In i 15.00;r'/.o TYPE OF WORK E ias water heater or vent New O Addition O Remodd O Lbotiac O inetallatbn Other Gnc I In clam 1 • 5 outlets 1 5.00 . Describe Work: Suildln sewer _@20.o0I 5.00 t �s.r bile Home S G W �. y / PERMIT FEE i ELECTRICAL PERMIT Filing Fee 20.00 4: /• /� Main Service 600V OR LESS low OR LESS Main aow TO I I 23.00 G •� .Service I000A CONB 46.0 OWt1Lw0 OOCUP. OR AnONS. a ACc. I 3.5c i°'i NON-AEi10.' uuuLOVRFT @7.50 POWEja APPARATUS "'PERMIT $ Occu oun.er OR �Ea i ®' ��/`� • EEx.x. Occu FIXED APPLras. OR t� � 1 O1-- FA 5.00 —!!T20fary Service 23.00 SRA $Moblle Home Facilities T— 20..0000 Mlac. Wlrin I- 23.00 SHERIFF $ ri i PERMIT FEETT = MECHANICAL PERMIT Filing Foe 20.00 OTHER $ Heatln CooIInjL Hood 8.50 $ Ventllation i PERMIT FES : i $ Mobile Home Installation Fee 1 5 Energy Inspection Fee S _ AMOUNT RECEIVED $ occ coMT. rPe T rTAL FEE S - ! NAZ. O. ►'EE8 Y O CJ! D cEl np 6S UE • � I ( I I This permit Is hereby Issued under tno applicable provisions 'RECEIPT NUMBER3 r2 6 of the Buns county code and/or Resolutions to do work Indicated above for which fees have aeon paid. 'TO BE PUT INTO COMPUTER By Dale PERMIT EXPIRES ON r 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: Rif('so l 4)alrl ASSESSOR PARCEL NUMBER Proposed Building Use: �/Pi.t I M 14 �Cer rr, r ll OK `Ae- Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ` , 1.. Plot plans, 3 or 4 sets, signed ty the preparer of the plans. -S,q 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. 6. Manufactured homes:I)IData sheets and installation instructions,1t))Marriage line information, oiloor Plan, (Wie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (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 be 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 j a' ing items needed to issue the permit. (May require additi�onnpall plan review upon receippt}of the followinj iittems.) 4. es as shown on the attached Schedule of Fees Due Sheet... I.�l �� lcjo;� . [ SP.e /Id1�� tatement of Intent for Non -heated and A/C Buildings ............................................. _ Sanitation and plot plan approval from the Environmental Health Department in ~ I ❑ 17 ity of Chico Plumbing permit... ..................................................................... California Department of Forestry plan approval ❑ paid. Sent by: ...................... 19. Planning approval for (A) Use: �, ie- (B)Parking: (C) Parcel Check: 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization .•................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance..............................................:................ ❑ 29. Ex• ting violatim and/or expired permits .............................................. J -� ❑ 30. rant Deed„Q M.H. Title/Statement of Facts, ❑Letter from Legal Owner, Check to H.C.D. $ �• ❑ 31. Other: When issued Telephone S /2 ” % / and hold for pickup. I have been informed of the above�i'tems and requirements for obtaining a building permit. Applicant: Dat �f( 1. In��it application for the above items numbered:' Plan Check Letter 2. A aitional items required IF Contractor, designer, owner, was advised cf the above data by. 'D p one, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by 1, phone, ❑ mail, ❑ cou'te Date: Plans reviewed by: Date: Plans approved by: L/ Date: ' Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER ��n �� / 0 JY(S(3 0 A.P. # PROPROSED BUILDING USE.,'J ]a 1j m -adfeh� DATE �5 1'41 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ -- Revised Plan Checking Fee.... $ / /,. yfde SCHOOL DISTRICT FEES (JfOUI G I �l-�r I(0n (paid School Di trict Of tce) (f available.a r Plan Cl}eck) _ 5 �/, `��,1l o 5Q .Oqa, 'P JD7/�n yQ� i S. 3. 3M9 FEES aid t Butldin Dtvtston (P g ) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ aq. r Lg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid, at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking ocess. APPLICAN DATE.j Pursuant to ove ent Code Section 66020, you ar ereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 day om the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM N '(One form per Building) School District Building Department No. A.P. Number -2,25- 0o I Jurisdiction: cityI County Property Owner Property Location/Address Sx I'm rn er- Subdivision Residential Development No oflLiving Mobile Home Units Installation Commercial/Industrial New Building Department Representative I F___1 ' Addition Lot No. .................................................................................................................... Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # *(No foundation inspection)] A .................................................................................................................. Sq. Footage (including Exterior Roofed Areas) Date moor mans,reviewea by bcnool Uistrict Fersonnen District Identification Nc; School District certifies fiat V110 5lr (Applicant (Street Address) (Phone Number) V_LN .4.. t.l-e C1 S &t (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of- $.. representing square feet. AB 2926 $ IFULL MITIGATION $ .&I Lo -4 School District RepresAtative j Date 0 3 0%11 0)2, Paid by Check # Remarks: I)U)U 0 0"71 . h� on */j Ipu," '4-6 hthlr x oo I 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), within 90 days from the date fees are paid. Failure to submit a timely~'written\protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm' I PERMIT NO.: 45-03 Lake Oroville Area Public Utility- District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL -AND. VERIFICATION OF INSPECTION BUILDING SEWERS r This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: .Applicant: .'Applicant Address: Applicant Phone No.: Property Locations(s): A. P. No.(s): Fees due: June 11, 2003 .Charles Victory Jr.. (Skycrest Enterprises).. 1989 Summers St (13468 Hwy 99) Oroville-CA.95966 (Chico, CA 95973) .534-8627 (342-2694). 1989 Summers St. Oroville CA 95966 Baggett TRact Lots 49, 50 &-51 035-225-001 No fees due. Replacing sewer line from new modular home to main. Application for service approved: Inspection(s) made and'successful test(s) observed: Location: M Lake Oroville Area Public Utility District release to close permit: Date: By: E AREA DISTRICT Date: w 06/11/2003 06:51 5303429174 CHICO BLDG SYSTEMS PAGE 01 0 Cousin- Gary's Homes- i -3468 -Highway -99.- Chico, CA 95973-9479 dba Chico Building Systems FAX'JUN zoo3 �l BY. Fax: CC: Remarks: (4-tYr-g-Ont ( or Your Review Date: Number of pa0es,Including cover sheet:- �. From: Phone: (530) 342-2694 Fax:. (530) 3429174 ( ) Reply ASAP ( ) Please Comment Ln x w U)! � ; LOa A� Jn [q A 50200:ft» PMOLal Characteristics Fie Et;Claaractetcs Yew Options System Help. Asmt 0 35225.001-000 > Status FA Fee Pard M225 -ODI -000 Doc q 0 wxx . VlCTOR1r_CHARLES L JR Sous 1989 SUMMERS ST C4 Sbuctue l r 1 Unit I �1 Jrrn 10, 2003 09.% .?r, r Unit Rooms Structwe.tt F—unit I Rom I Roan Type Siruclules lrursj Misc I BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ) ((j(/d Iel l �r}`�� )f') Building Department No. A.P. Number (�—ot ,2��GV�• Jurisdiction: city County . Property Owner �,54 ot—Ir Property Location/Address / I • g9 • I'i m eit / 1 (C)Vli/ r _ Subdivision Lot No. .t .......................................................................................................... r _Residential Development 0 Sq. Footage (��U No'of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # Commercial/Industrial New Building Department Representative District Identification No. Addition Plans reviewed by School School District certifies that F `Sq. Footag d / // ✓�' (I,ncluding Exterior Roofed Areas) WIYA Date (Applicant) r ot rot ,;!Street Address) (Phone Number) V-6 -i C1 S! to (� (City) (State) (Zip Code) has complied with the requirements`.of Resolution No. o by payment of $ G representing 101 %9 square feet. AB 2926 $ FULL MITIGATION $ School District 5,.(tk- 03 . Date s. Paid by Check # r C_ Remarks: t Notice: You may protest4he imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 46020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this,project is being reviewed under the California Environmental Quality Act (CEOA), this project may be subject to additional school fees to fully mitigaie its impact on the school district's schools. �. White (applicant), Yellow (building department), Pink (school district) ; feeform.xls 1101981dmm RECORDING REQUESTED BY and AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 LANDS -BEING MERGED: COPY of Document Recorded 02 -.Jun -2003 2003-0035488 Has not been compared with original BUTTE COUNTY RECORDER CERTIFICATE OF MERGER AP NUMBER(S) NUMBER OF EXISTING PARCELS: 3 EXISTING PARCELS CREATED BY: ❑ PATENT ❑ GRANT DEED ❑ GIFT DEED ❑ PARCEL MAP UBDIVSION MAP . ❑ OTHER RECORDING DATA: YEAR /9CJ BOOK / PAGE OR SERIAL NUMBER: SUBDMSION / PARCEL MAP: BLOCK LOTS) tey DIL-'� 7 As of the date of recordation, those lands noted above are merged to create one single parcel of land as described in Exhibit A attached hereto. r May 29 2003 MIKE CRUMP DATE. Director of Public Works OWNERS' CONSENT TO MERGER THE UNDERSIGNED as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that single parcel as described in Exhibit A attached hereto. OWNERS SIGNATURES MUST BE NOTARIZED Print name and title (if applicable) below signature line Sign and print nam ti e Date C}4xk2C�S G. VICro Date Sign and print name &title STATE OF CALIFORNIA COUNTY OF BUTTE } S.S. On May 21 2003 before me, V. Welch a Notary Public in and for said County and State, personally appeared "Charles L Victory, Jr "" personally known to.me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s), acted, executed the instrument. WITNESS my hand and official official seal. Signature V — w To be attached to Certificate of Merger for AP #035-225-001 ,�.. V. WELCH COa4M. # 1239070 MARY PUBLIC-cAUIFORNIACA COUNTY OF BUTTE Comm. Esplras Oct 21, 2003 (This area for official notorial seal) notryack rev. (010698) All that certain real property situate in the County of Butte; State of California, described as follows: Lots 49, 50, and 51, as shown on that certain map entitled, "Official Map of the Baggett Tract, .Near Oroville, Butte Co., Cal.," which map was recorded in the Office of the Recorder of the County of Butte, State of California, June 14, 1909, in Book 6 of Maps at pages) 83. Together with all that portion of Pacific Alley South of the' South line of Summers Street and North of the Center line of "C° Alley extended East to the East line of said Pacific Alley, as shown on said map. Together with the North half of- "C" Alley adjoining the South line of the above described lots, as shown on, said map, said, alleys having been heretofore abandoned. This parcel is merged into one parcel and cannot be sold separately PRE-INVECT ION REPORT OWNERDATE: LOCATION: I m Mwe- r 0111 l PRE-INSPEnON A.P. #- 0:�s- 225 -Go 1 ZONING. (R �I DATE TO IKSPECTOR: �' I S -G PERMIT HISTORY:(�NE () AS FOLLOWS: BUMD[MG INSPECTOR'S REPORT sanding Description: CommerciaWsage: ResidentialM of Units:�L� i Currently Occupied Abandon& Vacant Electric: Yes No Eleatic curmatly On Off Condition of Electtic Gas: Naturalane None Obvious Problems: Sraltation: Plumbing Woridn Well Workin Ctt =dy On Off Potable Water { ACTION ILECOMMENDED: ISSUE: HOLD FOR I L� %` Date�� V - Sketch buildings on reverse and indicate location on proper 0 COUNTY OF BUTTE - DEPARTMENT OF'DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO (Rev.72/96) Ao RP APPLICATION AND'PERIV T —>�� p Q I ZONN UU BUILDING PERMIT ✓� ✓ _ g�� SO. FT. OCC. BUILDING VALUATION owNEAv „c 00"rRALTOA'a NAL! SKY—CREST ENTERPRISES TCl PP110N! LAaun ,� 342-2694 HICO CA 95977. Fre lace ucENce No. Total Valuation S Fllln Fes ARCNrEcr °'+ D+owEFA V wur+o ADDRe3a b 2 0.0 0 Permit Fee a"`0NOAO0 a Plan Checking Fee L' Energy Plan Checkin Fee b lDT•o. raUs&60-9 NAL! USEOFSTRUCTURE SF ❑ Duplex & Mobilshome ❑ Other BPEd Py TYPE OF WORK New ❑ Addition ❑ Remodel ❑ UtlGWs ❑ Inatallation Other Describe Work:�- *PERMIT $ SRA $ SHERIFF $ OTHER S E AMOUNT RECEIVED $ 17< 5 c *RECEIPT NUMBER 3 ! 6 - *TO BE PUT INTO COMPUTER Ex. OccU ovTurr oR F=uREs zo 0 .00 4 Ex. Occu POFD APPIlta. oR b D Resio. PERMIT FEE S PLUMBING PERMIT Fling Fee r 20.00 Each Tr a 20.00 Mac. WIrIna 7.00 ! Solar or heat um water heater 23.00 Water ng Each OILS water heater or vent -�- 15.00i. 1-5.00 ✓_� Gas P1 In stem t - 5 outlets 15.00 Bulldin I sewer 15.00 bile Home S G W I @20.001 PERMIT FEE i ELECTRICAL PERMIT Zov Fling Fee 20.00 Main ( OR LEa6 Service— —200A on Utes ) i I 23.001 Maln Service ( 20" To r000A )FT 46.00 c r. DwplM occuP. OR AooNa. a ACC. SWI;. HIM 3.5c,,y, , co NONa®lo.' ( Lu�TrovneT S N SAxTn ) 97.50 / POWFA APPA A ATUB )- Ex. OccU ovTurr oR F=uREs zo 0 .00 4 Ex. Occu POFD APPIlta. oR aAl ,o D Resio. 5.00 Tem orar Service 23.00 Mobile Home FeciliUes ^�— 20.00 Mac. WIrIna � ! 23.00 i PERMIT FEE 1�Flling MECHANICAL PERMIT Fee 20.00 Hood 507 Ventilation PERMIT FEE i Mobile Home Installation Fee b Energy Inspection Fee5 DOD CONaT. TYP! TOTAL FEE S NAZ. 0. FES IMP D CDr PAACEL PO This permit Is hereby Issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work Indicated above for which tees have oven paid. By Date PERMIT EXPIRES ON __ if 77 .. ........ .. ),/7 FOUNDATION RESIDENTIAL BUILDING -RECORD, PARC&L Perm t Amount Dole YEAR YEAR Many Special Zone Unit Dining f Unit Cost Cost Double Concrete ADDREss----U 5 "All yp\0^ SH' OF SHEETS Gutters I I I I Y. N I v.1 Cent o/ 0 4 Duplex (-, A/17� X DESCRIPTION OF BUILDING /-0 CLASS SHAPE cofflirmucTioN sfRucruRAL EXTERIOR ROOF LIGHTING AIR CONDITION ROOM AND FINISH DETAIL. Light frame Stucco on 1.1-lat AlPitch wiring jHealing I je.%nZ FLOORS ROOMS FLOOR FINISH INTERIOR FINISH TRIM Shingle Sub - S tondard ..; 21 -- 6 If. r Cond. 811 12 oble 1,� 1,.44 it Foced I Cleenhy Material 16,0de Wo//s Ceilings ARCHII'ECTURE 5 fondord .5heolhing Siding Sub Floor JBX I Cob Humid. All 2091 —Bed Ml Burner Above-Stondard ConcreAeAlock Fixtures w0fl unit Cour/ Stories Specldl A4 a. 1 jr a r'. Cut Up ifew 1l,10&7p — USE TYPE mue'. C h10*— I 1Brick I I sb,),oles Dormers VlAvo. I IML-d,,,n FlaorlInit Li.ina I A CONSTRUCTION RECORD EFFEC. APPR. FOUNDATION Adobe Shakes Perm t Amount Dole YEAR YEAR Many Special Zone Unit Dining f Unit Cost Cost Double Concrete Floor-loijt; a's ris, Gutters I I I I Y. N I v.1 Cent o/ 0 4 Duplex Ifeinforced Bed Apar/men/ Brich 2.d: X Brick Shingle 'I"bor I 1600d Fiol wood Sub Floor Slone Shake 2091 —Bed Ml Burner 1-7, F Cour/ Piers WINDOWS we mue'. C h10*— Motel A H. Casement Tile rrim, V Ifoler1leoler M. - B.T.U. In5uloied Ce Slee/ sash Composition Automatic btchen NORMAL % GOOD lh7ifX JL,hl j keovv Insul-led0olls %lScreens Comoo.Shinqle -160S 1 Elect. I I/ DrainBd. Mole CONSTRUCTION RECORD EFFEC. APPR. NORMAL GOOD RATING (EGA,FP) BATH DETAIL Perm t Amount Dole YEAR YEAR Table -A I Arch I --uc. Cond. * I Con- Fl. No. FINISH I . FIXTURCS SHOWER For Unit Cost Cost Attr.IPlan ,1Lj Type I GrOole V 2. T.. A I F, Iform. 141. NO/15 V 11 o- F Mk -r ILI-oat) Y-3, I (- 0 1 1,'-- 1 A7 I I I I I Y. N I v.1 L& SPEGIAL rEATURES. MICROPILM11,D 9-1 C-ROF ILL19D COMPU TA TION Appraiser 8 Date 7 Unit Unit Unit Unit.'/ V Area CCost CCost CCost os/ ost ost Unit coCost ost Unit Unit Yni,, Coscost Cost Cost 0 t , Cost Unit Cost Cost Mk -r ILI-oat) 0 4 'es Oft 2091 1-7, r 0 0 f --A mue'. C h10*— TOTA L IN I- -,2(, 20L 37,7� 14-5.F5117 NORMAL % GOOD fl. 0. /-, N. 0.yo _fT '7 7,f) ' I 06/17/2003 15:31 5303429174 CHICO BLDG SYSTEMS PAGE 01 11 Cousin Gary's Hom®s 13468- Highway 99 - Chico; CIS-959-73-9479- dba Chico. Building -Sy -sterna . FAXJUX 1.7 2003 - By T��x�rjl O - 0Csf`CY i l Phone: Fax: CC: Date: - Number of pages Including cover sheet: Z From: - Phone; (530) 342-2694 . Fax: (630) 342-9174 Remarks: ,1 ) Urgent For Your Review () Reply ASAP () Please Comment r ;01 - i� J Building Permit Number: C)3—/39?- Owner )3—/39?- Owner Name: V% 1 C+p Residential Construction Re uirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the . Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW aYour parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required -- .... ..... - . -- --- - — Note: We will normally accept-thd f611owing-as compliance with the flood elevation requirements: I. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade,, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. S. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 1 of 2 Building Permit Number: b 3 Owner Name: V (G Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of 3 feet from the side and S feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. (� Expansive soil may be encountered on this site. This condition may require the 'fesfoundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 A4 .—F A r Lj CL co -�- �f-7T, NC �T n rvien s 7:7�7- SL��f�_� .yi 1 r I I- • A P PA _1f Coumb Gary Circle ... %'-."The Yuba- Classic" 3-Bedio-oin4 I'Bath,'1976,Sq. -Ft. fill it I DMROOM ijQ 4 00 B 12' AA % MAIM kDROOM LIVING ROOM = I no M-1 I OLW VAM top ....... ..... PA11111 - ----- — — — — FOYER FAMILY goo Plan P227CTB C: ):b F M V oFAMILY ROOM BEDROOM 14'.8- BEDROOM No. 4 0 M 0 C) OPTION 4TH BEDROOM 5. Features •n, thXis Model include: *'PidiIrli W-in-doW, & Dbrmer, Glamour Master Bath with Corner Tub, Stall Shower and Skylight' Master . , om— — 41joom -< I - MasteF.11-iWalk-In Closet Oak Kitchen Cabinets with Drawer Over Door Construction Sheetro'cOW-alls with Rounded Corners 4th Bedroom Option Available Exclusive Safe'ase Package M -MA • Residential Heat *Deluxe GE Kitchen Appliance Package 6" Exterior Walls i • Sliding Glass Door Skylight in Kitchen * Recessed Entry M.H.L-2 '14 Mobilegbiie'Maii or _Year: 2003 If other t1m, single wide, furnish Settip:W&Mumber: P227CT ,7 C. after October7;-1 973, -furnish manufacturer's --Width.t-26'-(.#.:-)-L.'en'gth-;-��-76�,-�-(ft.,)-Tagilon "&EXp On all mobieo d % ;t -T 'pn SPA SPA'pads ro FOOTINGS W64pres 96de Other: SliPORTS7C6-n—cF—e-tF-U,r43c,f-[, -yjl ?..I X10 Provide Me DownSpecifi6tions for alMobilehomes: PieiFoo'tiii Sii&`aba-Ucition — SINGLE WIDEifjnA Liu I line 1 UM2Line 2, ...................................... MD .. .. Unc 2 1" Beams "''11w 2 Uw Iz,*!pqm .......A .......... 00 ................................. Y' efidow Uw 2 ............................... ..... .... Main ................. .............. ........... - ?or - ,e - (Im - .................. or friple k txrj, PjA Line I Piers: Line 1: Opeiings: Size ,n5qu MMUMIM. Spacing Each openings From f n tr'00. i W� C{) �1�iwldth'over. " . finil, Line 2 'WeW� -,nfi is sqlcj ,.s;8 `::= Size minimum: 241 x [241 SizeMMIMUM: I ]XI I S 61 �'.w! rkilida From ends -maximum: 21 ` 0"I Fio&fmaxmnnn: I'm !)III zi mdlj, n2 tjmod.,� j do Line 3 Roof Loads: Sizemininn E. I 24X24 I 24X2*1 24X24; 1 :24X24; I .'I p,17 —A Location rear): 0T 513(bM Line 3 Roof 1Z&'CMM Size Mfillimirm: Location (from rear):,,. 15-4- 14'3114' -IAT-01.71- W-4- I T_ I WWI I 6_' A.rvvr"� A� Irl T 'IV -1 . - � - ------ �J_ 4.4 ;1 1 ;w k I I It 11 P229y9%i_B F, NDTN N n}-1117 et, IT .,r y. ... r .n � t M.h.L-2 1.��•�a��..� _---_ :1-`JC1ttIi.s�� `.t�ir3�••%: C�St1J:? (t'?.ii4tir� .moi)!''!!"ll?'.11(r�, t(fi(�7 1:..('.� . :4 I. Owner's Name, ' tpatterson,.SandmFL •, - , ,. t . 1'1% M14 U01�� `I:�{ 0400 70R."�)Tiri1�'.i:�itt:(ii CJ(t.L)([ �lirirlr'! i{F; SIL; 2 . Assessor's Parcel Number: 035-225-001 -f, ut lsi • . .. ?i:u .4--l-4 t: l t - ... .. 4 'hr; IJ12 �`,t1 :Y r1ti� [ `j �.�;� 1� Sr10 -I-- VR� )J rr�� (:r• 3 . Installer's Name: ~- t T'E�ITERPRISES' 4. 5. 6. %. 8. 9. 10 Is the site currently under permit? Yes [ ] No [ X ] Permit No. _ _. -- — —. _:C4tf f►tfJi:t`.V a lit. i"t Is the site an existingsite Yes [ X ] No [ ] (If yes, furnish two plot plans). What` -is the electrical rating of the mobilehome? 100 Amperes. M _ _ __ ___q I What' is the mobilelid�� r me site circuit breaker rating? �� 100 Amperes. wm. ,.; (it j What' is the electrical rating of the mobilehome site? 200 Amperes. Is the main service remote from the mobilehome site?„rct.•dt Yes [ ] No [ X ] If it is, what is �..,fr � t the rating? Amperes. Is there any other electric load to be served by the mobilehome site electric service t (i.e. well, garage, etc.)? Yes [ ] No [ X If yes, please identify the load and size: a) The mobilehome site: t :„t c ___. __.�_ _ _. _ .__ ► f Load - Amperes - b) The main service: r ,nir:3c2n 1 ,rn I I rt Load- r Amperes 11 is rl tll:^.{�'1 •t0 >�1S ; f171'Li "a"tfi`v� CS '.4" . 11 . Type of gas `ser`vice at mobilehome site: ,.:• , r;�i., : r r, iNatural 1;, ' [ -X -] Propane . [ �j: ,None, [ J 12 . Size of gas pipe at the mobilehome site from tke meterAlt,, ank: 3/4” inches. i j x. I_illtiffrS!IItrT Jsl � � �., ! : 1 ' 13 . What is the gaspipe length from the meter.or,to tto,the;mobilehgme? rn• .rr 3o'rrs • (ft) �^��.� • :[frrSlN�BfrI-?I)f!:� tat/!'i l._(i M V. � ,..,: .. 1: 14. What is the mobilehome gas demand? BTU.* *(This information isnot r aired if,the e 1 1s less than 6 feet on natural gas or i'y,jc, pip �. ' -less than. 50 feet on t __ _ .� t � X WI I VA � ( !, KM; �- 1. _' '” e I ��`� , , t t prop K •,. r. -moi- M(7 � THE OTHER SIDE OF THIS FORM MUST BE COMPLETEMM ORDER TO THIS PERMIT-AppLICA_T ON - �.Ta1 Eli.` <H> Dlnntes. cva npt24.000 L.4• i---- 1 12.000 `3.813 I 3.t3t3 2.696 >- 1.340 1.348 � Gn• Approval of these plans does not authorize or op - Prove any omission or c oviation from iegvirements r �, ate laws or One set of cTr : •:: plan, sholl be r-i•,nilu6le at i:,,c project site at all limes. if C.nlif(Xr.ia Dr,portment of Housing and Communily Development Division of Code's pnd. Stbndards No. Date to 0 Ltsr,.J Cr 'FD' - C> — ! 01-C 1 ex►°121 .o syd G o dttamm mMOe eman �f• t,KNeM r^w.. n...�..�_. _ �» =Mft rA Y'w",lt�'� ,�V< �� t�E�MRtttY{J t� �wwr � Y!_14R a 1!! is m f3 a ENGUMCR3 letrrE N 21x24 •—'"---___-_._ The dlmenslons shown on dela] below WHO ®eO11 (OOMIM are roi Itjeellpn mold process . Actual measured::G nessez after aaing : OCKer Flatlpe = 0.:24' (base) to 0. for (top) �'-- ---- — Bottom (Dace) 0.103 Rbs 0.182' (base) to 0.118- (top) B n t t O M Text D e t a i t--'�---�- 1 7 o.ls6 Note: 0250 Dia. I 0.06 R. i.Noterial - ABS. -� T' a�FK Down 1;_ngineer•in cnlar ed �1 S �.i 39tH Vhe.ton prl�e Atlente. C—GM 30736 AMOUAR TI 4. -- 4 Sq. Ft. ABS Foundation Pod SCACC eniC T OvG n0 NA:K C!11C h v, — ACAD _. �_--- 5.9303 l -- —i_.—. l0 -, -00 _. _. i CONF gA{ TV MMo E� E CES I MAR 1 2002 � sT_ f 3 UPCENTERLINE SUPPORT REQUIREMENTS va 1FSI SHEET IS TO BE INSERTED WITH SUPPLEMENT TO FIELD INSTALLAIION MANUAL FOR R00F ZONE SNOW LOAD. SEE ,ABOVE PRINT FOR LOAD REWIREMENTS AND LOCATIONS. 301 ROOF UW LOAD CRAM BY : VAN DATE: 03106/7= 5�' -t rs S 1 �•_ Yom. 1 SEC. e, ILL 3 UPCENTERLINE SUPPORT REQUIREMENTS va 1FSI SHEET IS TO BE INSERTED WITH SUPPLEMENT TO FIELD INSTALLAIION MANUAL FOR R00F ZONE SNOW LOAD. SEE ,ABOVE PRINT FOR LOAD REWIREMENTS AND LOCATIONS. 301 ROOF UW LOAD CRAM BY : VAN DATE: 03106/7= VECTOR DYNgMICS 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 WIN D ZONE I - SINGLE S WIND ZONE II PAG E 'NUMBER 3 4 5&5a 6 7, 7A, 7B & 7C 8&9 ECTION - SINGLE V DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE -"Z: iviq - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 'Ib 17 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System Release Date 8/13/2001 Engineer Approval 200 U. 26,370 Gf s;a�l"tc% B HEAUx a&e y - — F�� 18551 SUBJECT TC CCT; ^'.:_ --T, . APPROVAL DOES NOTAMORIZE ORAPPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMEY-SOF APPLCA$LE STATE LAWS AND REGULATIJ::S State of California Department of Housing and Community Devclepr - r �.vt�ra AND STANDARDS .. ey nye 9 -/o -v/ PANO. =/ / — /r - his Plan Approval Expim --L For Further Information BUTTE COUNTY TIE DOWN ENGINEERING BUILDI Atla DEPARTMENT Wheaton Drive � Atlanta, GA 30336 A PE404-344-0000 04-34- • FAX 404-349-0401 www.tiedown.com oer3rn I4a 13 Tie Down Engineering, Inc. • VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring requirements The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE 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 maybe 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. %/2001 Page 2 California 56 i ma Maximum Pier Height(Wind Zones I & II only) Figure 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 requiremer}ts. 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. Unequal Pier Heights ( Wind Zones I & II only rigure z 5 in. Lax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of--a-Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are -permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. � Page 3 California /2001 • GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside -Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST -BE PRESSURE TREATED,- GROUND CONTACT RATED. Tip: Precut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack.with minimum of movement available:when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. N-.0011 Page 4 California Set -Up Instructions for the Vector Dynamics Foundation System -_.--- #59007 (Kit #59007 is interchangeable with Kit #59018) c. SE -i BLACKS (ok NIERS) UN \ VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PV--. ;„ach a strap with hook ;u 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 California 001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) A o ✓o f Jr ,v Long U -Bolts C f 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. - -A 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 Pill For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System Installation: for rocky soil conditions .:" V -Drive anchors are used only with _ Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive 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 inchesparthe 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 California 822001 Vector Dynamics Foundation Systems etor Component Parts List e ` oe �� ao Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 Part #'s included: 59275, 59282, 59276, 83044z & 10999 Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts Vector System Kit # 59007 It, It. 00�� Concrete Vector System 0 0 o o Kit # 59008 (for single stack blocks) ®o o Ila c Part#'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 v Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Concrete Vector System Kit # 59006 (for double stack blocks) Page 7 California Vector Dynamics Foundation Systems Component Parts List Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Part #'s included: 59281, 59288,10925, 59232 & 83044z Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) 1_.43o oVri,®eo o e V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut =r -P/N59043--_%%%%z'._;; Or these products available at your local hardware store s� ea' 1 A x 4 lQces I Zea'ZXAo< e �\e. Q�QVCP\p. `'crew . 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 ector Dynamics -Individual Component Parts Detail 1�e o ®0 0 0 � 00 Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625" x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75"x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" Vector Dynamics Tension Link Part # 59282 6.25" x 2.52" x 3" Vector 2000 Tension Link Part # 59288 .2.125" x 2:375" x 2:06" — Concrete Wedge Anchor Part # 10530 3/8"X 3-1/2" '•' Slotted Bolt Part # 59135 3" x 5/8" Long U -Bolt w/Nuts & Washers Part # 83044Z 3%8" x-4'" (16 Threads Per Inch) ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8"x 3" (16 Threads Per Inch) o Protecto-Strap o Part #59276 6.3" x 3.3" x 7/8" Strap Protectors Part # 59232 PVC Adaptor Part # 59281 7.25" x 4/56" x 1.42" Tie Down Marked & Certified G120 Strap w/Swivel Connector Part # Length 59732 12' 59734 14' 59736 16' Earth Anchors 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 V -Drive Head Part #59269 o;_m Drive Rods oe ® Part #59113 e TIE DOWN ENGINEERIM, www.tiedowm Carriage Bolt w/Nut & Washer O® Part # 10925 1/2" X 2-1/2" 0 Qa 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" 0 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' Page 7C Frame Tie w/Hook 8 ft. P/N 59195 10 ft. P/N 59210 12 ft. P/N 59211 Longer Lengths Available Earth Anchor Stabilizer 12" wide Black Paint: Part #59292 Galvanized: Part #59294 California 1 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete rpust 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 (gals. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One - - Wood Cap and wedge Sige; Outside Tension ' - Bracket Vector pad for ,- concrete Wedge Concrete footer Page 8 California4V--%/2001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit ##59006 (for single or double stack blocks) Page 2 of 2 �7 � rrgcsY. 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt' -,into the hole. Maximum height for expansion bolt above concrete is.2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at.least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards Vector pad for concrete Concrete f c U -bolt Page 9 9 California 6/2001 WIND ZONE I Vector D namics Systems Required J ` y I , for Single Section Homes I , (Materials Required) I , sect h° Setas. I 2ftsmg.nglot�act°`1 �fnan"a1 ' I � a n st 11a EXa.oPsroWs9Mustbe °h°n1e1n Wu and and spacing dation pads I Fount (D CD fes'; WIND ZONE I o (not to scale) 3 O N 0 2 sq. ft. padj 34 ft maX. o. c HYD' NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, $ 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. I Home Length Vector Systems Required Anchors Required Per Side ' Each Vector Foundation System requires V One \bctor Kit, 2 slotted bolts V 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 V or 2 ea. 2 x 4 pressure treated wood compression member 0 t0 72' 3 2 73 to 90 4 3 • Anchor and stabilizer plate combination ¥ or 1 ea. 3-1/2 or 4 nominal SCH 40 PVC pipe compression member Y or 1 TIDE adjustable steel strut WIND ZDNE Ii Vector Dynamics Systems Required I � Sin le Section Homes Difficult Soil Conditions pn hpm ems. 1de11nes• _ eck' �2 ft sl ag\e t0r s ecko man _ I EXamp\hpofs 98n5; tie to home 111us1r atod spat\n9 mu ♦ I I ads ^',"+4� � ; I ' Four dation I , , I _ ;;::_ :: f'•.z' I Y. CD 2 (7 W 0 t � V -Drive anchors are used only in WIND ZONE I (not to scale) NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier SIX" must be oortsistent with home marlufaarrers' itstalatiorl InMix forts andVor state requtemer its. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. WL. wY.. ( Home Length r Vector Systems Anchors Required fly r Drive Mncnors ac Eh 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 4 i to 72' 3 3 10 x 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 (center com 73' to 90' I 4 4 _ p esslon member only) i'it-'. , ,. or 1 TOE adjustable steel strut V" Drive Anchor, Part Number 59269 2 ea. 2x4 pressure treated wood for 1 'V' Drive Anchor connection. 2 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 J for Single Section Homes Up to 72 ft. I , (Materials Req 1 ired) '.:. - - ' ome es• eCtiion h systemsal g�\de\\n f a 72 it1 sPa mgkOr e mska\\a1io0 - - EXamPsho s ge�51 be to horn - ` ♦ ' I akwo \\\\3s and sPa I . ds - _ D ♦ I — — (D ` _ . - 2 tt max.lYP. 94 f<• max. o c.IYP• n) C) 0 . Y.a,a Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1.1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73 to 90' 4 3 Anchor and stabilizer plate combination i NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. rv TIE OWN INIIRIIIG C' v O N WIND ZONE I Vector Dynamics Systems Required _ _"° 5 ems' u1de,,"es - �b\e se Vec1o( sY manual 9 for Double Section Homes , _ - - fi 72 ft dc ac;n,319 sta11at1 �.. (Materials Require;djEXamPsho ge St be `° "Om _ i tfation c1n9 mu Muds and spa , Foundation pas ♦ \ 1 Y T„ \\' �� "" — ":Ili: 'Ztl. max'`yp ' r Maximum allowable working drag load for the Vector System with the steel. compression strut Is 3,150 pounds per the K2 Engineering test report. t 6 0 �2 sq. ft. pad NOTE: Vector Systems should be spaced as evenly as ♦ rti — `T' is practicable along the length of the home. Pier spacing must be consistent with home manufacll rers' Installatlorl Instructlons and/or state requir�emerrts. Soil Classifications: 2, 3,4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib, min. break), 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member or 1 TDE adjustable steel strut . ff A -0 ,^^ W CD n O 0; 00 N O O WIND ZONEI 1 _- Vector Dynamics Systems Required I jl1w�9cto5 man at 9�Idelines \ i� `� for Multi Section Homes UVe11a;1 (Materials Required)aShoWgg stbelp°hOmensla ' (Illuslra^d° spactnmus 1 I F aGo^ Pads Soil Classifications: 2, 3, 4A, & 48 Soil Bearing Capacity: 1,000 PSF mli n Home Length Vector Systems Required Anchors Required Per Side Homes up to 48' 2 Vector Foundation Systems I 0 Homes over 48' up to 52'i 3 Vector Foundation Systems 0 ! Homes over 52' up to 76'1 4 Vector Foundation Systems 0 WIND ZONE 1 NOTE: Shear wall, ridge beam support posts Maximum allowable working drag load for the Vector System with the steel the home manufacturer. marriage wall straps 8 anchors may be required byy compression strut Is 3,150 pounds per Vector systems shouldabe spaced as evenly as Is the K2 Engineering test report. practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pier spacing must be consistent with the home installation manual. Materials: Each Vector foundation system requires e I 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 f''` { c' , •` or 3-1/2" or 4" nominal SCH40 Pipe R compression member or 1 TDE adjustable 2 sq. ft. pa/i steel strut i DDWN WIND ZONE II (Hurricane) Vector Dynamics Systems Required for Single Section Homes ` (Materials Requir:,e.d}: , , . " - " - se��ioclo oy a�ua1 guidelines Et ,\,4.g for V talion m al sPactne EXa o PshoWs gel,' be to hOm- =11Wdsr and spacing i ° dation Pa ' Fun r i , r' .- , "NOTE-'Forsingle section homes 2tl•`"aX•l19 with eaves that exceed 6 inches - in Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be Installed in additon to the number of anchors listed in the chart below. Maximum allowable working drag load for the Vector System with the steel Soil Classifications: 2, 3, 4A, & 4B compression strut Is 3,150 pounds per Soil Bearing Capacity: 1,000 PSF minimum the K2 Engineering test report. Anchors Required': 30" with 4" helix anchor (59095), w 1-1/4" vertical ties w/4725 lbs. min. breaking strength. n O v 7 co N O 0 • WIND ZONE II (not to scale) 2 sq. ft. pad/ Home Length Vector Systems Required Anchors Required Eaves 6" or less Eaves over 6" less than or e ual to 12" 0to48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 77 8 85' to 90- 8 g 9 Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires One Vector Kit, 2 slotted bolls 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4• nominal SCH 40 PVC pipe compression membe or 1 TOE adjustable steel Strut ' r 0 D N OD, IV 0 0 WIND ZONE II Vector Dynamics Systems Required _ - _ - - - - - for Double Section Homes - " - �ti00 h0 stems , ide�ines•1 d �b�e lotect n anu - " s or Y a1 9 " (Materials Required) - _ - - - - - " t a 72 ft 3b\e; uatjo _ - - - 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 consistei manufacturers' Instructions and/or state requirements Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum ; Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength Home Length Vector Systems Required I Anchors Rei uired Per Side " 0 to 48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 j 85' to 90' 8 8 Each Vector Foundatlon System requ/res • One Vector Kit, 2 slotted bolts • 2 ea. 1.1/4 in, ties, length will vary with pier height (4725 Ib. min. break).' • 1 ea. 4 x 4 pressure treated 'wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4" nominal' SCH 40 PVC pipe compression member • or 1 TDE adjustable steel Strut WIND ZONE 21 Vector Dynamics Systems Required 3 Section. Homes .(Materials Require` d) ' I L I s n Maximum allowable working drag load c ' a for the Vector System with the steelCD t compression strut Is 3,150 pounds per . the K2 Engineering test report. WIND ZONE 2; L011"I'stems 1 elines \ ` 1 ♦. pt mylllac\�9tto?Veclor sYmaneal gu\d alTtp1e enera� sP home \nstal\auo - -• \ 1 \ 'Ns 9 must be ato oundaUO n Pads .♦ , ♦ I .. L JP ♦ ♦ ♦ I I — 1 I ♦ I ♦ 1 NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with the home installation manual. Il n 2 sq. I. pad Materials: 'Anchors Required 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' 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. lies (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3.1/2" or 4' nominal SCH40 Pipe compression member or 1 TOE adjustable steel strut 1 � t VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classed 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) Sound hard rock ......NA .3 1 >t NA 9 40 -up More than 550 in. lbs. Ver ';t nse and/or cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals 24-39__.__ ___ . 350-549 in. lbs. Medium -dense coarse 3 sands, sandy gravels, very stiff silts and clays 14-23 275-349 in. lbs 4A Loose to medium dense sands, firm to stiff clays 46 and silts, alluvian fill 175-275 in. lbs 0-14 175 in. lbs 5 Peat, organic silts, 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 :hear the anchor's helical -plate.. The strength ofthe-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. Theo prall 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 �. h •,: must. be,,of zuitable length for anchor,depth. -io (2) A measure synonymous with moment of a force when distributed around the shaft of the test 4 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 wilding official.or may -be found in the 1995 edition:ofthe _One and Twofarnily Dwelling Code .,fir ii+ra.'4 , .. • .: 4.. Page •11j- : � .:.:, California 8/2001 rt.: '44,9. , , NOTES. RESIDENTIAL 035-225-001 03-1392 PERMIT NO.PATERSON, SANDRA . 1989 SUMMER ST, OROVILLE Cont: SKYCREST'ENTERPRISES NEW MH PERM FND EX SITE rj THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS EEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2 STATEMENT OF FACTS (ONLY, ON NEW MH'S). NSPECTOR TO VtkIFY'SERIAL & LABEL #'S SPECIAL CONDITIONS CHECKED BY — SRA — FLOOD CERTIFICATE REQ. FIRE'SPRINKLERS REQ. SPECIAL INSPECTION -ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE Copy Address GAS Meter By Date > t ti ELECT RIC Meter By Date_� c JOB FINALFD (Date) Signatur4�� J=OK 0 = Not OK . = NotReadyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements Gas; MH Test -Demand -Valve -Connector 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/0 -Concrete Water; MH Test -Regulator -Connector 4. Water; Location -Test -Easement Needed (Sketch) 8. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Tie Downs -Type -Installation Cert. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 11. 7. Well Clearance & Disconnect 7. 8. Utility Clearance 8. Elec,; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector P. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Carder -1 Date Card B-1 Date PEBMANENT END SYSTEM (ONLYt Line QiCias; MH Test -Demand -Valve 5. Elec ; MH Test ater; MH T 7. Water anda nnected A 8. Gasarrd Elec r- itv Taooed 10. License Decals 11. Verify #'s'with Office DaAe f,& Card B-1 Date Card B-1 Date V Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs=Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s kf 1. Setbacks -Easements t 2. Soils; Compaction -Structure Stability i 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining + 4. Elec.; Receptacles and Lighting, Distance-GFI i 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater ( 8. Elec,; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 84. 1. Zoning -Setbacks -Easements -Flood -Slope 85. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 86. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 87. Water Well, Disconnect, Electrical, Plumbing 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 89. Ventilation Throughout House 5. Stemwalls, Main; Steel-Blockouts-Wrapped ` Glass Protection 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Corrections from Previous Inspections 6a. Hold Downs and Special Anchors Gas Test -Meters Tagged, Gas -Electric 7. Slab, Steel -Wrapped Water & Sewer Connected -C/O to Grade -HD Approval 8. Piers -Fireplace Ftg.-Steel Energy Compliance Certificate -Other Certificates 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Address Posted 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Fire Sprinkler 11. Water Pipe; Test -Anchors -Regulator -Service Test Card B-1 Date Card B-1 12. Electric Underground Card B-1 Date Card B-1 13. Plenums & Ducts; Clearance -Material -Support -Ins. Card B-1 Date Card B-1 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 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 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) 84. 47. Hangers -Post Caps -Anchors -Connectors 85. 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 86. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 87. Water Well, Disconnect, Electrical, Plumbing 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 89. Ventilation Throughout House 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Glass Protection 52. Garage Fire Protection Framing -RC Channel Corrections from Previous Inspections 53. Property Line Firewall & Openings Gas Test -Meters Tagged, Gas -Electric 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Water & Sewer Connected -C/O to Grade -HD Approval 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Energy Compliance Certificate -Other Certificates 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Address Posted 57. Siding -Nailing Veneer Fire Sprinkler 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Card B-1 Date Card B-1 59. Glazing Area -Glass Protection -Skylights -Plastic Card B-1 Date Card B-1 60. Shear Walls; Nailing -Bolts Card B-1 Date Card B-1 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following Instld./Drive O Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes Cl No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: • "' COUNTY OF BUTTE .x BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES f 411 Main Sireet • Chico, CA • (530) 891-2751 _ ` - 1 7 CountykCenter Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. J, r A routine inspection indicates that the following violations of butte county Ordinances exist at the c 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, plea , -c ntact this office immediately. a 4 1 r✓—`-•+ is �--'- �._- �-� .e'pr-� �- e^.7w"t+-T�.7�Jcrw^5/+F i ,i COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville,.CA • (530) 538-7541 - a •i a 1CORRECTION NOTICE OWNER PERMIT NO. A routlneFinspection 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 colmpleted. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. :4. f d • � w t i v' Date —v Inspector REV 10/92