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030-194-014
y Q _ /�28' oZ 0 d 6l SE,eUII.� ,P.�G�bt �tlG t,2612M17S q�UA/i A/6 Vo 2- �e.& 1045_ t IMc<ic.+I.��•tJ, Lc.;Jrel .�er-►�►' 4 d�y3—`77 pe r; 1 1 r i II COUNTY WffE OFFICIAL ft.,,iIPT 'FfICE O,i DEPARTMENT ISSUPG REOEIPT I 1 1 l.I1/,lThe Sum of aj- �ffi I s WiE I , VE- 9 W, WE lw��, 14. /. / lecewd CASH Title CHECK By DAVCO BUSINESS FORMS • (916) 7436611 w 1 , 337531 drn ,S" 20 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 RERMIT NO. (Rev. 12/96) . APPLICATION AND PERMIT l)�,2 <yl� 7 A;;!�'SORPARCEL NUMBFA . 1 —0 Zc NJNG BUILDING PERMIT TELEPHONE- SO. FT. OCC. BUILDING VALUATION M. V OUTLET OR FIXTURES �L I.w - EX. OCCU soL EX. OCCU FIXED APPLNS. OR OUTLETS RESID. EA 5•E:d Temporary Service x23.00 r Mobile Home Facilities 20.00 Misc. Wiring 23.00 "PERMIT FEE PAlb SRA ' SHERIFF OTHER AMOUNT RECEZVEb PERMIT FEE _ I I MECHANICAL PERMIT Filing Fee 1 20.00 1 Ventilation PERMIT Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HA2. 1 D. FEES I IMP I FLOOD COF PARCEL, I FID HD CS UE rinicated s permit is hereby Issued under the applicable provisions the Butte County Code and/or Resolutions to do work above for which fees have been paid. "RECEIPT NVQ s z L3 * TO 8E PVT XWO COMPUTER 6.50 By Date PERMIT EXPIRES ON (Data A CONSTRUCTION LENDER ` — Fireplace + LENDER'S MAILING ADDRESS Total Valuation 1 $ L oo LI LIC ENSE NO. O U Filing Fee $ 20.00 5 ARCHITECT OR ENGINEERS MAILING ADDRESS j S9 �'� L i� Lr/� C Permit Fee y5d, so z Plan Checking Fee $ �o--- BUILDIN/ADDRESS�O / � g ���� Energy Plan Checking Fee $ — t --- ti $ PERMIT FEE S g, �5'O " BUaDIv=IONSNAME °Ar.'FI MAP i. PLUMBING PER..:– $ USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPEc�r Each Tr.v Solar or heat pump water heater 1 23.00 Water pipingi 15.00 Each as water heater or vent 15.00 TYPE OF WORK 'yew ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ d I r^ I Describe Work: �iLl�T1Y7Gf %Yl f"'f (fin �'L�fYY1 d,�i(,1 - ( n E X �� I ��� Gas piping system 1 - 5 outlets 15.00 Building sewer J 15.00SO�a Mobile Home S G W 920.00 PERMIT FEE S "' �[) ! h 3131r, r, Aa:)O( U' d �A r1 ELECTRICAL PERMIT Filing Fees 200.00 _ r OOV OR Main Service zoOA OR LESS Main Service 200A TO 1000A i 23.00 46.00 NEW CONST. DWELLING OR ADDNS. OCCUP. ( 8 ACC. BIDS. 3,5QS0 NEW GUNUT. MULTI -OUTLET NON•RESID. Ma -. rmr — 07.50 OUTLET OR FIXTURES �L I.w - EX. OCCU soL EX. OCCU FIXED APPLNS. OR OUTLETS RESID. EA 5•E:d Temporary Service x23.00 r Mobile Home Facilities 20.00 Misc. Wiring 23.00 "PERMIT FEE PAlb SRA ' SHERIFF OTHER AMOUNT RECEZVEb PERMIT FEE _ I I MECHANICAL PERMIT Filing Fee 1 20.00 1 Ventilation PERMIT Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HA2. 1 D. FEES I IMP I FLOOD COF PARCEL, I FID HD CS UE rinicated s permit is hereby Issued under the applicable provisions the Butte County Code and/or Resolutions to do work above for which fees have been paid. "RECEIPT NVQ s z L3 * TO 8E PVT XWO COMPUTER 6.50 By Date PERMIT EXPIRES ON (Data COUNTY OF BUTTE DEPA'RTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required Inspections are made and building is approved for occupancy. Plans must be available on the job_site _030-194--01.4-02-0097 A.P. No. �AN PERO; MIKE - Owner JI_..I27I-DODGE.ST,.OROVILLE Contractor +_ CONT: -RON'S.MHS Permit No. LEX MH EX SITE,PERM FNDN-"" PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION I DATE I INSPECTOR DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY . NOTES RESIDENTIAL 030-194-014 02-0087 PERMIT NO; . PERO, MIKE.& JOAN 1271 DODGE ST, OROVILLE CONT: RON'S MHS EX MH EX SITE PERM FNDN THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). - (2) STATEMENT OF FACTS (ONLY ON NEW MWS). INSPECTOR TO VERIFY SERIAL & LABEL #'S. 11 SPECIA►L CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature 030-194-014 02-0087 PERO, MIKE & JOAN 1271 DODGE ST, OROVILLE CONT: RON'S MHS EX MH EX SITE PERM FNDN 11 = OK 0 = Not OK = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Footings; Size -Spacing -Marriage Line 7. Well Clearance & Disconnect Gas; MH Test -Demand -Valve -Connector 8. Utility Clearance Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -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 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 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- Bea ms- 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 FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane boards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 (Rev. 12/96) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. .AS SESSbR PARCEL NUMBER , c7 ZONINGI BUILDING PERMIT O NE I V TELEPHONE _ SO. FT. OCC. BUILDING VALUATION on MAI{JNS'; SB I� p g 5 7yRACTO�'s MM TELEPHONE C RACTOR'S MAILING ADDRESS QI'&`� „� - ^0OO C�-�' (�e/�, '/"dI CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ENGINEER �� LICENSE NO. Filin Fee $ 20.00 Permit Fee $ ARCHITECT CT OR ENGINEER'S MAILINGADD ESS Plan Checking Fee $ BUILDING ADDRESS tEnergy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome X Other SPECIFY Each Trap 7.00 Solar or heatpum water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Installation ❑ Other EL:k ` ,yuyy^a-+L Oy�,- 0yk Describe Work: Qr-�M % 4414UNTA Ptl, 6= Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ioon oa LEss 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 .4 full fpLcq and effect.�-7 License Class i Lic. No. �j� I c� / ONER-BUILDER DECLARATI N I herebyaffirm under penalty of perjury that I am exempt from the Contractors License p ty p l ry p Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA To IoaoA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BIDS. SO 3.5¢FT. NEW CONST. MULTI -OUTLET NON-RESID. ANC cl 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 20 @.00 BAL (g 1.50 Ex. Occup. FIXEDAPPwS.OR p. oFTLETs RESID. REA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by 'section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My work rs' com a sation insure ce cTrier and p licy ny�mber are: Carrier i'e lAA Policy Number (The above sections need n t be boFfipfeteicl If t permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall wit con th those provisions. ��j°� X ___ Date I --1-« ~ _ Sint a of Appli ant ❑ w er ®Contractor ❑Agent An HA permit is required for excav tions over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ :H:Z. D. FEES IMP FLOOD CDF PARCEL pp HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. `� WHITE-D.D.S.-B.D. CANARY-ASSE OR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ,t;4SSESSORPL MB.'ZONING BUILDING PERMIT o NE , 1` ( l r� TELEPHONE SO. FT. OCC. BUILDING VALUATION OW'br i o sso,�I,Lake,lc D ?5(o35'C�fT C S �jt.{E D� � I ^ � TELEPHONE -(01 1 C RACTO MAILING ADDRESS r.- -i6 . -3C�� M �i�SoK C!�4 Q(oDD CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ .;. C070REN NE eK �` C� LICENSE •,1J\ �J I Filing Fee $ 20.00 Permit Fee $ CHI ET CT OR ENGINEERS MAILING ESS ii , � Sfi LO gCGt Cif•. Plan Checking Fee $ BUILDING DRESS Energy Plan Checking Fee $ $ PERMIT FEE _ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome X Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other � Describe Work: Qdj1-n � -goo_ LIa-4- `c)^- D K "14WA A IMS � Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoonoA'.ss 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 '9 full or.0 and effect. \\� License Class Lic. No. �D.�I d 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. f ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To 46.00so CCU000A WEE200A NEW CONST. DWELLING OCCUP. OR ADDNS. ( . ACC. B.S. SO 3.50FT; NON -RES DT MNLCTI-OC',UTLIT. 97,50 POWER APPARATUS 8 SINGLE OUTLET CIF. OUTLET OR FIXTURES Ex. Occuper,� 20 Q I.00 .ao Ex. Occup. OUT�sPaEws o.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities '20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My work T % c e epsatiRcesura ce cgreer and )3glic. numbs are:// Carrier '��i(„� �� `�}'l VVL C� Policy Number (The above sections need not becoFnpleted If de permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall o twit compllyy4th those provisions. X Date ��� _ Si4nat fe of App ant/- O Der L] Contractor ❑ Agent An OSHA permit Is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. A MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HA2. D. FEES IMP I FLOOD I COF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. `� WHITE-D.D.S.-B.D. CANARY-ASSES,60R PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) COUNTY OFBUTTE-DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION `7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION ANDPERMIT PERMIT NO. a 4SRESSORP C L UMBER .,r W zON1NO BUILDING PERMIT O NE `i TELEPHONE aQ • SQ. FT. OCC. BUILDING VALUATION OWRi'SOMAILdIJSiO SS(0.) L&Pe Icy- 14 1 tl 3 1 �+/ F i-` 44 RACTOT'S ME � o obi cNt c c- TELEPHONE C RACTOR'S MAILING ADDRESS 7 ..3DB . et—&OK x(000 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 71Fr,EC7A ENGINEEA LICENSE NO. ev /► /`'1 C.. V fix✓ Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEEfj MAIUNG D ESS/T -1�0�' �� �fi LO C.X Gt �b1 Plan Checking Fee $ BUILDING ADDRESS _ .� r e 64 EnergyPlan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISION'S 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 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Reemodel[❑ Utilities ❑ Installlation,❑ Other 99. Describe Work: Qe+z—c) 46t LV(((ti1/A.4 ( oi, © K ,Q,v 1 4w t( W. I.-* J Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLESS 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 1+ full' f!0- and effect. .�} ` License Class ` K Lic. No. / D.- O- OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is' not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A TO 1000A 46.00 NEW CONST. DW ELLINq .00 S. OR ADDNS. ( 8 ACC. BLDS. SO 3.5QFT, NON -R SI'DT BRANCH CIRCUITS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET DRFDCTUREs B'50 pi@ . EX. Occup. OUTLETSPRESIo.) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I' I 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 work�$ers,'''� compensation insurarffice comer and p licy nymkber aired Carrier�i'- cto- Une L Re 1#t L l •o MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number Q (The above sections need not a completed if de permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should became subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ,t. Date I}�/__ Si , nature of Applicant - ❑Oher 1111 Contractor ❑ Agent An OSHA permit Is required for excavations over 60" deep and demolition or construction of structures over 3 stories in heights Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HA2. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. ✓� '�� / n WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION '7 •,County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT N0. j*SSEsS" P,. L. MBER ZONING BUILDINGPERMIT NE� OR TELEPHONE • SO. FT. OCC. BUILDING VALUATION OWr•IEA6MAItJNS AD ssb� L.ct,.ke �r It t D g 5 OdWRACT D �� I TELEPHONE =N �I ig Zt&OS C RACTOR' MAILING ADDRESS y�,,. " ,vimA M! Ki ,OK Cry 4?&00 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ EN NEER LICENSE NO. y C Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEEr� MAILING Ess y^ (� LOVk( L.+� I{� Plan Checking Fee $ BUILDIN DRESS$ 154• / A fl. {rii' Energy Plan Checking Fee PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome X Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installations❑ Other $5 Describe Work: � 1T1� �10 Ct_ 7 / ©m n #,,k 40 ix i �u 111 I Gas piping system i - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 eoov oR LEss Main Service ( zo.A OR LEss 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 .9 full rae and effect.POSINGLE \ License Class Lic. No. �D. I OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P tY P I N p Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO ,000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDs. SO 3.5¢FT. NON -R SIIDT RA S.FT. IN 97.50 OUTLET CIR.WER APPARATUS aOUTLET Ex. Occup. OR FIXTURES 2U � I'50 '" B" p .50 Ex. Occup. FIXED APPLNS.OR p• ourtETs RLNS EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ® 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. tion insura ce carrier and policy number are My workers' compensation Carrier C° AurC ile iof Pus, MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number G '14 (The above sections need not a completed If t e permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ,_-- forthwith comply with those provisions. ! }, /� j +r a Date t '�,.� _ Si6nnAtufe of App�cant/- ❑ OO&er 9 Contractor ❑ Agent An OSHA permit Is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HA2. D. FES IMP I FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Dale ReceiptNo. `� �l) n� '� WHITE-D.D.S.-B.D. CANARY-ASSE$rSOR PINK -INSPECTOR GOLDENROD -APPLICANT Mike and Joan Pero PO Box 621 Lake Fork, Idaho 83635 May 11, 2002 Mr. Scott Rutherford 7 Center Drive Oroville, California 95965-3397 RE: AN 030-194-014 1271 Dodge Ave, Oroville, CA 95965 Dear Mr. Rutherford, We will be down there on June 140' and with your help, would like to get the work done on the deck and get it cleared by your department on June 20 or 21 ". We really need to know what you have deemed necessary to bring this up to code so my husband can plan on money for material etc. Please help us with this as soon as you can because we have already got our - tickets and due to work schedules this will be the only time we can come down there and do this. Thank you so much. Our FAX machine is not working at this time and I was hoping you would respond through the mail and the above address. Sincerely, Jo Pero ECEOVE MAY 1 7 2002 BUTTE COUNTY PLANNING DIVISION MAR -15-2002 08:17 AM PERO 208 325 3923 P.01 Mike wad Joan Fero PO Box 621 Lake Fmk, Idaho 53633 To: Scon Rutherford/Michael Vieire For. 530-539-2140 From: Mike and Joan Pero Dab: 3/14/02 Re: 1271 Dodge Ave 0030-194-014 P", I CC: File X UrBeat O For Revtew ❑ Pleoee Comment X Ple "Pam O Mom Roeyde • • is wmmunication is in response to a letter dated January 25, 2002 from your once. the state over 5 years ago and this letter was NOT forwarded to us until 2. We have not deliberately ignored your letter. We had no idea it even existed until se know that the following facts are what we have gone by and at no time was anything e wrong on purpose. When we built the two structures in debate here it was in 19g0 -g 1. Your office told my husband as long as they were not connected to the house that a permit was not needed. We had not thought another thing of it until trying to sell the house and this problem arose. Our understanding is that we are grandfather exempt because of the age and because no permits were required at the time of construction. We are mere layman and need clarification In laymen terms as what is needed to meet your demands, if indeed the grandfather exemption does not apply- We want to work all this out to complete satisfaction of all concerned. Please, Please respond to this and let us know how to fix it. Phone 208-325-3923 also same for FAX. Thank you for your time and eftrt. . . . . . . . . . . . . 0 0 0 . - . 0 4 . . 0 . . . 0 4 :eta COVER SHEET FAX To: Mike and Joan Pero Fax #: (208) 325-3923 Subject: 1271 Dodge Avenue, Oroville, CA., A.P. # 030-194-014 Date: March 18, 2002 Pages: 2 COMMENTS: i From the desk of... Scott Rutherford Chief Building Inspector Butte.County Building Division Department of Development Services 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Fax (530) 538-2140 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE a OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 In answer to your questions faxed to me on March 15, 2002, building permits on detached carports have been required in Butte County since 1976. There is also a correction written in the field inspector's file dated March 9, 1977, which states that a permit is required for the deck. This does not appear to have been resolved, and the addition of a cover to the deck would also require a permit. Generally, the method used to take care of this type of problem is to have someone draw a set of "as built" plans of the structures, and apply for building permits. Since this would be difficult to accomplish from Idaho, and cannot be done by mail, I would recommend hiring a contractor here to handle the process for you. Please contact me should you have further questions. A4-6� Scott Rutherford Chief Building Inspector Eatte Count LAND O'F NATUR,AL WEALTH AND BEAUTY March 18, 2002 Mike and Joan Pero P.O. Box 621 Lake Fork, Idaho 83635 Dear Mr. and Mrs..Pero, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE a OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 In answer to your questions faxed to me on March 15, 2002, building permits on detached carports have been required in Butte County since 1976. There is also a correction written in the field inspector's file dated March 9, 1977, which states that a permit is required for the deck. This does not appear to have been resolved, and the addition of a cover to the deck would also require a permit. Generally, the method used to take care of this type of problem is to have someone draw a set of "as built" plans of the structures, and apply for building permits. Since this would be difficult to accomplish from Idaho, and cannot be done by mail, I would recommend hiring a contractor here to handle the process for you. Please contact me should you have further questions. A4-6� Scott Rutherford Chief Building Inspector Eatte Count LAND O'F NATUR,AL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE a OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 In answer to your questions faxed to me on March 15, 2002, building permits on detached carports have been required in Butte County since 1976. There is also a correction written in the field inspector's file dated March 9, 1977, which states that a permit is required for the deck. This does not appear to have been resolved, and the addition of a cover to the deck would also require a permit. Generally, the method used to take care of this type of problem is to have someone draw a set of "as built" plans of the structures, and apply for building permits. Since this would be difficult to accomplish from Idaho, and cannot be done by mail, I would recommend hiring a contractor here to handle the process for you. Please contact me should you have further questions. A4-6� Scott Rutherford Chief Building Inspector I January 25, 2002 Mr. Mike G. Pero Mrs. Joan E. Pero 1271 Dodge St. Oroville CA 95966 RE: Building Code Violation 1271 Dodge Ave., Oroville CA 95966 AP # 030-194-014 Dear Mr. & Mrs. Pero: BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for the construction of a carport and deck cover. Since special inspection reports are required for the above work, please submit said reports for review. Final field authorization cannot be made until the special inspection reports are reviewed and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained: Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with theabove directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief Building Inspector SR: tp cc Assessor �kr 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 .OWI�I>✓R: 1 I I 1 el jo C?i7 7-"e r 0 ASSESSOR PARCEL NUMBER Q 3 D 174'1 - 0141 Proposed Building Use: Ex m 1"+ Orl IJP. f V'l ;rC4. E X Sla c- Counter Technician.. • Date: !S- 0 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. '01 1.. Plot plans, 3 or 4 sets, signed liy the preparer of the plans. 912. 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! Energy compliance design and supporting documentation in duplicate. ( 6�Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie 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 ... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) S� AGS• _ el Fees as shown on the attached Schedule of Fees Due Shee :.�.67�: +8 ................. ❑ 15. Statement of Intent for Non -heated and A/C Buildings...... . _ ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... _ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... _ ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... _ ❑ 2 . Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). _ K"22. Pre -Inspection for74 oe f %�_q MH -1:.,3 1'Y H U required ................ _ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... _ ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. _ ❑ 2;5. 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.E fisting violatiio�orl�s and/or expired permits.............. .. _ ❑ 30. � Grant Deed,N M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, Check to H.C.D. $ ❑ 31. Other: _F _ When issued Telephone and hold for pickup. !iG/15 frICbil t:'It Il7er .?e(vi r c . I have been informed of the above items and requirements for obtaining a building permit. Applicant: 1. Index permit application for 4th above items numbered: 2. Additional items required � rd e r v..n -1 tracto designer, owner, was advised of tl2erabv data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: F07 Date: Plan Check Letter .phone, ❑ mail, ❑ counter, by1�Date: phone, ❑ mail, ❑ counter, by Date: Plans approved by: Date:_ _Structural approved by: Date:_ Yellow: Building Division O 2�_ OWNER: _ DATE: LOCATION: J O..% i J�. A.P. # CONTRACTOR: m ZONING: PRE-INSPETION FOR: In O e r a/ 1M. 1+ —1— A Yin W). DATE TO INSPECTOR:_ PERMIT HISTORY:(.) NONE (FOLLOWS: �e P ,4,cJ �h Lcnl BUILDING INSPECTOR'S REPORT Building Description: Residential/# of Units: Currently Occupied Abandoned/Vacant Electric: Yes No Electric currently On -/Off Gas: Condition of Electric Natural_ Propane None Currently On /Off Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious SewageProblems / i ACTION RECOMMENDED: ISSUE: tV HOLD FOR_42-7 Date_ —/ Sketch buildings on reverse and indicate location on property. 114' 21' 8'x43' deck 24'x44' existing double wide 9' 10'x43' awning 38' 20x20 carport driveway i dodge ave r' f r t Pe'ro s l' \" -. r . •a �9- 0 )dge ave -54 or- c -A Pero 114'- 8'x43* deck 24'x44' existing double wide 9. 10'x43' awning 12' 38' 20x2O carport driveway )dge ave -54 or- c -A Pero �c` t. f e;jjZ f !his setof plans artd—s�.ir_rions tv Lc- •E .Kept on tnj; ai �.il tirn- at:� it is :- rna!�c any lhanges or alter,.iicns on $•'..:ii. .... 1J• i writlen pe?lmisson from the Department of P,.k!i,- Works, C4nty of Butte. Septicjsystern i.,�;gtub=�+t to be as per cu}te, County Health 'D?ot. Rq- quireMi ents. i• M"I"V/ conncction's shai trire ; th i rdl f-ec-"-:cn of t;12 mobile horne on tHelleft (road) sine of the mobile homq'. , f1he e. - ,.. LI � L?.!f G( 5::1 'L3a't;:in,?lii'.i, :,'. .:� .. •.. .: 11'?:)•ti:?a i k f A/ i __ ._____ BUTTE ico*-� M MG-DEPARTMER' ! APPROVE r MOBILEHOME SUPPORT DATA Mobilehome Mfr. �%Q/`L�.Zi Setup Model No. Yea, -5–(F Width �v (ft.) Length^� (ft*.) Expando Size t.x (Draw support details below) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). Single Center Suppor Footing Sizes (in.) a x .� *If center piers are other than drawn above, draw in locations, spacing, and dimensions. Footings (check one) 1. Wood either ipressure treated or i fdn. grade. 2. Concrete pad. 3. Other, specify Supports (check one) N1. Concrete block 2. Concrete piers 3. Steel piers 4. Other, specify Typical Support ''Footing Size in:) Uii) I A I i I _e Max. Pier (ft.) (ij) Spacing i Max. 3) U (iri. Overhang ) BUTTE COUNTY BUILDING DE?ARTMFNT APPROVED 0 0 114' 6'x43* deck 24*m44* T( existing double wide -9. 10' x43' awning 1 1 2, 38' 20x2O carport driveway odge awe (0 1 -54 c -A PirC) C • • 0 [7 Ul • , f t C, A r] • 0 RECORDING REO.UESTED BY: AND WHEN RECORDED MAIL TO: NAME STREET ADDRESS CITY, STATE and ZIP T a SPACE ABOVE THIS UNE 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. t� (n ctLQ e-.(`� f afl i'�( t� LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY REAL PROPERTY OWNEq/LESSOR 49-o o�c U IJl J x MAILING ADDRESS MAILING ADDRESS Lcti(< e4mc I< I CITY jJ�) COUNTYSTATE ZIP CITY COUNTY STATE ZIP )-Z71 "-� �f S`' BUILDING PERMIT NO. TELEPHONE NUMBER INSTALLATION MAILING ADDRE55. IF DIFFERENT CITY COUNTY STATE ZIP SIGNATURE OF LOCM AGENCY OFFICIAL DATE !SQ'�' r� DEALER NAME (If not o dealer sale, write "NONE' UNIT OWNER (If also property owner, write ' SAME l ' DEALER LICENSE NO. MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRI,PTTION % v DATE OF MANUFACTURE MODEL NAME/N 8ER MANUFACTURER'S NAM j � -78 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL UMBERS) REAL PROPERTY, LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER f�30- Ia`>�-�I HCD FORM 433(A) Rev. 8/91 FROM :RONS MHS FAX NO. :530 365 1051 Dec. 18 2001 02:52PM P2 NOTICE TO ASSESSOR HCD 433(8) 4/86 THIS FORM MUST BE COMPLETED BY THE OWNER OF A MANUFACTURED HOME MOBILEHOME OR COMMERCIAL COACH AND FORWARDED TO THE COUNTY ASSESSOR UPON COMPLETION OF THE INSTALLATION OF THE UNIT ON A FOUNDA- TION SYSTEM PURSUANT TO SECTION 18551 HEALTH AND SAFETY CODE. ORIGINAL PURCHASE PRICE FOR: �/ /�(��(j��/% 1. The basic Unit =k*-="�_�"'--"""��" 1. Optional Equipment A Upgrades J. Subtotal A. Accessories d Accessory Structures S. 00 -or (Spoeify) _ 6. Delivery S Innallation 7. TOTAL SALES PRICE 9-1 DOES THE BASIC PRICE INCLUDE: The Towbor(s) ❑ YES +fD Nt1 Tiros a Wheel. ❑ YES0-RO 'Mteolhubs d Axles ❑ YES O -VO UST NUMBER OF ROOMS: Type of Exterior Wolf Covering: .1(14 e'"'`-� (MotoWood. aft.) Type of Root Coveting, te!l ng, a r" (Mao , Wood, Composlgon, sA[.) Heating Type: Forted Air ❑ Floor or Wnll Air Conditioning, �5 (,J NO Tons Bedrooms Baths Kbdten ❑ YES Dining Room Family Room Utility Room �! living Room I� Other Roomt Type of Exterior Wolf Covering: .1(14 e'"'`-� (MotoWood. aft.) Type of Root Coveting, te!l ng, a r" (Mao , Wood, Composlgon, sA[.) Heating Type: Forted Air ❑ Floor or Wnll Air Conditioning, O YES (,J NO Tons Evaps rotive Cooler, ❑ YES ff NO BuiNn Cooklop, Q YEs Er No Built-in Owe. ❑ YES ErNO 11,094n Dishwasher, ❑ YES 2NO Bui&in Wet Bar: ❑ YES l�J� NO Refrigerator: ❑ YES LiJ NO Roel overhang (Eaves), ❑ YES ONO inches Furniture Includedr ❑ YES ZNO value S (LENGTH X WIDTH) / f Carport! � YES ❑ NO ❑ _ X / X/—(J7 Avenin0 , YES NO � Porch; YES ❑ NO X Geroge, ❑ YES ® NO X Stwoge Shed, ❑ YES 0 NO X Skirting, YES ❑ NO/�t� LINEAL FEET U The sales price as shown does npt include any amount for any in-place location. The Assessor s Parcel Number of the installation site is - (Si rel % l Address I LA -1L -e- 061C z:;aa 3,2, Te4pho,.e b s,see RgCOROINa RaouaaTio WY OI*tICfAL I1900010h MCFAIM 0. AND JOAfd Ji• FEW BUTTE coUerrv. CAlrt h�p•;E•,' t AND wMaM rrcowoto taAst, To ORDi 1 e.! M.., rJucJl U 0. Arra JOAN 1. PEW —1 DEC 111 34 _ Ay 1181 BOO,... 1283. LK)OD ; AT31.EAltOR K IaCCRQ; L[AK - IIECQppER c.•• • LUJtDTIIS3, CAI_IYCIRNZA 95965 Title Ordrr No ,._ t=scrvr 9��35509 -- - SFAC[ A AQV■ 7 wl• LIN■ Fnra R[COn D[t-y V92 MTCHA I 0 AJ•D JGAJf E. P��o nveum.wc.ry t,.,,ef.r to If� her• CJ Cornpoted on full ►slue of property eoe•►yod, or •ewe•. /1 f Ofr R v L f. Compayd oe full tfalw lame Ilene end Mclo abrasNo■ CITY •.' raOfa,18L,� art tl•■e of al. en I •ri'J �T'ti r- //�f ),W !.. ............. ■ �.n 1 Vfy�N•M ee•M aw•.v.�w �...r ■.� rr Jhbibibual joirtt Irenanq Metb Wa•TCaM 71TLi FOAM woe IM FOR VALUE RF,CEIVED. J?QCu= atrim Fzao GRANT -1 --to 14ICy1119I. OVIDO PERO AND JOLN ELLIM PAR0, husband •.4d Vito u JO!*11"JENA?M ■I1 that real pacperty skuatc !o the Gtunty of BUM , Statr .s1 California, descrRxd as folDnwa: I'M 20, 21 AND 11-2,i` TF UT 16.0 FiXT OF LOT 22 OF F IiZXRAM TsILCT, ACCARDINO 'R) n_ OFiICIAL tw T�::vumF, FILED IN Mi OFFICE OF Mi$ CUNTT P-: W; a OF ME CGI -17 OF BU—%, STATR OF CAL_TFORN11 , NOY-:ABEI 32,15V7 len IMI b c!V YAYS, A? PAOb Y1. St•lo tfOntn,lthe 1j� do of T ti _._.Dccc�ucf rMfore me. u County of ...Btii1[-_---�- ..... .1sne'Sstrla.l-iu�IA__--••.._...__._.._ T the u1%os,sl0nsd Nol•ry public, porSonjnr MMSrotl -- -- - - g --.--...lo•ti C, P•r.. •nd M1Ch•rl G. Pero '1 Dorsonflll f known to rno 010d to Fns on tho b• i w. ^ - ! * Of • ,Ory •vldsnCrr 20/LO 29'7"ON ES:SO 00. OL/20 ..... L (,`�•Gc;!!c Cay S'1T�1�. J • r � I. , .. .. , .... I ... _ C? Camva•,ad an rul! ,r •-., L." il.dr�a.� I.malairK ZL «..t ..1. off. .. ............ .... . W" d S.L...1 311bibibuai 3'oint Tenaitcp Jeeb WlW tRN TITK PIoAN No. loi FOR VALUE RECEIVED, HIMUM W= POA opwrf-3_lo t!I('iIaBL 0UU)O PERO A)fl) JOAN RTjV PRRp, huYb4Lae •no vlft u jcwn• TENANTS a)1 (),at fCA) prrjptMy lkuatc In flk C'171nty Of BUT79 . $iilr , J ('aliforp ia- (karritrd u faf`.Cwy' LOTS 20, 21 ANM WX >;I(ST'jjtLt 18.0 FZgT OF IAT 22 Or Rf, MLk&M T,80T1 AC,XRDIN'J TU Th._ OFFICIAL MAP Tr?:RLkF, FILED IN TMS OFFICE OF MIX CWNTr RXO.lDa OF THE C()(1;,Tt OP bUT•Td, STATR OF CALMRHj&. NOY ?Bl� �,lrc7i in iruC 6 01 MAYS, AT PAGE yl. �+*+.�M.rYt4Maar�.r�,. ?•w,%Nrt{s>s�lAt��15 Counlyot—P.SIt'.fI _--• --•--—.I.�nn. �larie_Euat�Lt�—.....--... _ _ _ cr Int unoefelpned Not,ory PuDlld, pMonally app111red Joall C. _Parc and Michael G. Merv__. _ _- ' Wlonolly known to mf ^j%' • �. , . �, p'0*s0 to the on the pasta 01 lalirl n � � ,�.• to arldenca :per rl\, llJr( Kwkll 11111 ie to be Ins ptlson)s) whole narhe(l) _—ef L,.r._ supeLrlpod IO the � b .41 ani..•. evel r t.. i ,�. and acknowledged thal--"ty—_. - esrculod I! cc Mir. .w•it1 ��1�,��f w.��u tt..r•1 WITNESS my hand and olfltial as _l -. / Y.:✓�.yw. �./ Yrs 11 IWs •fir M. �..�..��� �• y��-IY/M/Vi/ 1 I l � .. ra. • • hr M I •..�.�,'��� Ky�'�.K.r►4„ rRfi4.%��i//S/ir/T{r0//Of1.it/I+�Y/i10r+6i4R�riWi!�!/,rL•%l�!i..IO/� ' 4.•�r.�hil��a M. i`,S�Y. �1.%••,..,1r ,...,V. r,.ro r... f. rL ENS) (?f DOCUA{ENT 20 -S+/'ON 179=90 001 OL/ -0 STATE OF CALIFORNIA • BUSINESS, TRANSPORTATION AND HOUSING AGENCY I e DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT Division of Codas and Sundards Decal #: LAH6517 Manufacturer: LII31:It'1•Y Tradenanle: RIDGEWOOD Model: Manufactured Date: 0()/00/19R0 Registration Exp: First Sold On: 00/00/1981 Serial Number 141,10761 X 14LI0761U Record Conditions: Registered Owner: Title Search Date Printed: 01/09/2002 02/23 '00 00:24 N0.898 02/02 MAY DAVIS, Oovsmer .SING ti Use Code: SI;l) Original Price Code: ADV Rating Year: Tax Type: 1PT Last ILT Amount: Date ILT Fee Paid: ILT Exemption: NONE HUD Label / Insignia length Widtll CAL 193678 50' 12' CAL 193679 so, 12' PPI Exempt MICHAEL GUIDO PERO JOAN ELLEN PERO (Joint Tenants with Right of Survivorship) 12RI Ix)1)61: AVE OROVILLE, CA 95965-4329 Last Tltle Date: 12/19/1096 Last Reg Card: 12/19/1996 Sale/Transfer Info; Unknown Situs Address: 1281 DODGE AVE OROVILLE, CA 9596.5-4329 Situs County: BU'1" I'E Legal Owner: BK AMER NTSA 3151 N IMPF,RIAL IIWY BREA, CA 92821 Lien Perfected On: 10/03/1996 13:00:00 Inactive Decal/DMV: DMV 652QYH *** END OF TITLE SF.ARC11 *** {�P p3p_ i9�-oil k FROM :RONS MHS FAX NO. :530 365 1051 Dec. 18 2001 02:52PM P3 STATE OF CA Jr-OFtMA BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPNMEN7 1t _ DMSION OF CODES AND STANDARDS REGISTTtATION AND TTr'IZNG PROGRAM S'T'ATEMENT OF FACTS This unit is a: Mobilehome Q Commercial Coach Floating Horne ED Truck Camper i Decal (License) No -'(S) —7 Trade Name l2i✓6(ae r, oocz{ d/We, the undersigned, hereby stater -. Serial No-( 11- X I/We further agree to indemnify and save harmless the Director of Housing and Community Development, Stat of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of issuance of a California certificate of title covering the some. the above-described unit in California, or Ecom I/We certify under penalty of perjury that the foregoing is true and correct. Executed on (State) (Date) (City) Signatures) Add iry. HCD 476.6 (REV 9/91) I 0 A Printed narne(s) ,-_-;7 /In. 20 State i 9; G& 3's•— 02/23 '00 00:24 N0.898 01/02 Fidelity National Title Company OF CALIFORNIA Shasta County Building Dept. DATE:; January 9, 2002 ESCROW N0: 310081-13JS PROPERTY ADDRESS: 1271 Dodge Street, Oroville, CA 95965 1981 Liberty Mobilehome Serial No. 14L10761 X & U To whom it may concern: Please be advised that the above referenced mobilehome is being placed on a permanent foundation. The ownership certificate will be forwarded to you upon our receipt of same. Sincerely, Wng Betsy Certifi6d Escrow Officer BJ S enclosure(s) 2761 Bechelli Lane • Redding, CA 96002 0 15301 221 2167 • FAX 15301 221 7906 x F 1 ASOIOOffVQ:Msessor In ui Jen 25 2002I Asmt #' Fee # 030.194.014.000 Name PERO MICHAEL GUIDO & JOAN ELLEN JT . I Status' - 1� Status Date777� Addr1 P 0 BOX 621Tax 000 'NORMA_ L.OWNERSH JT RA Addr2LAKE',F.ORK'ID83635 _ _ _ i� Situs.1271_D0DGEAVE ORO Addr3 BaseDt 01/01.11981 �.. Addr4 Land 7,819; s -- l �J AgPres Structure 31,083 –^-- ^�, r EtaI , s. Fixtures 0; Comment`s'. 301940140Q;GONVERTED x09108188 j Notes Growing • * "0 0; Creating Doc# 198282774649 1 _ Date Bonds Tot'aI L&I . 38,902 _ Current'Doc# _. i Date �-3 Multi,Situs ,; . ' Fix. RP 0 l� _ Killing Doe# —i� Date Flagl MWPP -- AVFlagg .. Asmt Desc 127-LD0DGE E_ 9 SupICnt� u PP - Exempt ^: 0 Zoning AR Dwell 1 J Asmt PP Perr Net x'38;902 Acres 0:00 N1C 030 Tax'PP Pen V 17- RlC#[_ E Appeal Pending T/R Dt�� a , e i . Split Pending ; R1C°Stat PHY OWN ► : EXP TAX HON:: I ATT t I�•$ �� ; Frnd�141 II2001 'sa, 07125!2001 3:27:21 PM 1 i s 1 i .t j i 1 i .t 114' 21' 8'x43' deck 24'x44' 7 ( existing double wide 10'x43' awning 12' 38' 20x20 carport driveway , )dge ave • 9' s � f '54 . 060. C c Pero tpWyW Wo$ �a� WO� r' IWO Qtr, m cfj -� O 18� THERMAL I TD T.I9N. R. 3E. 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I r �* s o 4 i 1 IW P i ® 1 J !O P 2 i 6J 1461 - O 0114 r5L /a r6 I rr I K! I 9 8 7 6 5 rad Ig/0$ 9 i B 7 j B 3 4 3 2 r a Q1?3;C O.00A[ 42 I j I RSG9j"14 • 74D0! 7 K, b {STAVE) 40 os 40 40 2r /12 -O rro rl N 470 O - b m 99O /10 250 O O ch 3 A 1 3 0 f0 ,4so / Ln ® he `[A.) ROS_EKRAIVS DRIVE - O 0114 4 Lr001 LOT 5 S N f !•JiR-7! arf �e alftr SO f.ff ?4 F. _ I" O • W b {STAVE) 0 R 0 DAM BLVD. LYES? (ROUTE VAR -w THESE PARCELS ARE FOR ASSESSMENT FiRMSES Assessor's Map No. 30-19 DODGE TRACT Ha / #w O. R. Bh.6 Pp. /O/ ONLY AND MAY NOr CONSTJTUrE LEGAL PARCELS Calif. Rt 6 PO. IDP .yT County of Butte, B ;7 Mn, SEP=1Z-ZDOI(�ED) VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 7 & 2 l INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SETUP INSTRUCTIONS METAL PIER & V DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PALL; NUM9ER 3 4 5A18 6 7.7A, 7B & 7C 8 819 WIND ZONE I - SINGLE SECTION 10 -SINGLE V DRIVE 11, - METAL PIER 12 - DOUBLE SECTION 1� - TRIPLE SECTION 14 WIND ZONE II - SINGLE SECTION 166 - DOUBLE SECTION 18 - TRIPLE SECTION 17 SOIL, CLASSIFICATION 18 COMPONENT PARTS AVAILABLE UPON REOI Foundation System Release Date 8/13/2001 Engineer Approval 607 �� -F CIL'•1E StZM=TO COR.RrC11ONS NOTED P=HOTAUrH0A EORAPPROV5ANT OR DOW= FROM INUWdEIM OF ILR S'rA IAWS AND REcuuenONS Stan arcalOws otHoudIS sae cmm"Iy tx.rJupm= STANDARDS Jp PI=Appmvd Expbu r D For Further Inforrnagnn "9 DOWN ENGINEERING $901 Wheaton DrIve Agents, GA 30336 404-344-OODO FAX 404.349-0401 + . www.tledown,com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & 11), 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 mufti section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See Page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes.' Exposure '"D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar- riage line ridge beam support posts, end frame ties and nm 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 nm plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for vertical ties. California 8/2001 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 requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or.state. Check with the most recent regulations in your state. 56 i ma; Unequal Pier Heights ( Wind Zones I & 11 only) rvgure 5 in. iax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. California 8/2001 X GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used .with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. California 8/2001 Set -Up. Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SET VECTOR FOUNDATION PADS Long short Clear all loose vegetation from the immediate short U -bolt U_boh U -bolt area where your Vector foundation pads will / \ rest. Press or hammer pads into the ground. Tip: Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the. foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 2 & 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. California 8/2001 i pWE \ � I 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the. foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 2 & 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. California 8/2001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for Single stack blocks) or .Vector. Kit #59006 (for single or double stack blocks) Page 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'irnstructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x- 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep ,(for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector. pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place'_a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up .the holes in the bracket, Vector pad and concrete pad. Illustration One Vector pi for concrete V/ Concrete footer Wood Cap and wedge Outside Tension Bracket Wedge Bolt California 8/2001 r Vector Dynamics System.. for Concrete Applications Instructions for Vector Kit #59008 (for single suck blocks) or Vector Kit #59006 (for single or double stack blocks Page 2 of 2 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 or2 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 concretes ' 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 T Inside Tie Bracket Compressh boards i Vector pad for concrete } Concrete footer U -bolt California 6/2001 WIND ZONE I I � Vector Dynamics Systems Required for Single Section Homes (Materials Required) home ms. ,e sectie�toc sy manoal ,eon ae^ �a spa;ome°f stallation 1n \ -•- _ _ - ' EXaMP hoWs 9n„st be tO •�"tiffs£ a` —41-4001 — _ —, 1 "r'>; ";r`!3 ?QVC: <:: •.3�;': ;�, TM 0 I 0 co N r O WIND ZONE I (not to scale) \2 sq. ft. pad/ 34 n. max• o.c.tyP• � � -N- Note: Vector systems should be evenly spaced as practicable along the length of the home. Pier spacing must be consistant with the home manufacturers' installations and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum _ Anchors Required': 30" with 4” helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73 to 90 4 3 - Each Vector Foundation System requires V One Mactor Kit, 2 slotted bolts V 2 ea. 1-1/4in, ties, length will vary with pier height (4725 Ib. min: break), ¥ 1 ea. 4 x 4 pressure treated wood compression member Y or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC * Anchor and stabilizer plate combination pipe compression member V or 1 TDE adjustable steel strut 0 Er WIND ZONE I Vector Dynamics Systems Required I , , Single Section Homes Difficult Soil Conditions 1e Secttec o °y ems. gu`detines I , v ti o m n le of a�n ra`SPac tgeVnsta�la�i n 1 ' EXao Psh°Ws 9most be to ° _ rand cin9 1 -==---- r - Must an spa - �;>< ti I Pads Founds TWX I , \ — _ _ _ :., �"i (Z¢':�%s„ zn' "`"?t"� ..•�s\, — .wry <: 'c. 1 171. ' — —'' — I "' E',`E?�:; •:.�,... ?3rd:.) ;»i .`d#>:;:rs.z:: V -Drive anchors are used only in WIND ZONE I (not to scale) Soil Classifications: Soil Bearing Capacity Anchors Required': Note: Vector systems should be evenly spaced as practicable along the length of the home. Pier spacing must be consistent with the home manufacturers' installations and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per 2 3 the K2 Engineering test report. 1,000 PSF minimum "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Drive Anchors Home Length Vector Systems Required Anchors Required Per Side " 0 to 72' 3 3 r73 --to 90' 4 1 4 Each Vector Foundation System requires • One Vector Kit, 2 "V" Drive Anchors, 4 slotted bolts • 2 ea. 1-1/4 in. tie, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • 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 compression member only) ?a= • or 1 TDE adjustable steel strut * "V" Drive Anchor, Part Number 59269 • 2 ea. 2x4 pressure treated wood for ft "V" Drive Anchor connection. / Note: PVC pipe cannot be substituted for wood on the 2 sq. ft. pad "V" Drive Anchor connections. TIE DOWN INGIN//RINL 0 lv O iI 00 N O O .i Metal Pier Sets ZONE I I \ Vector Dynamics Systems Required for Single Section Homes Up to 7 2 ft. I \ \ 1 \ (Materials Required - '; _ , _ = ' " " " " eot,o� hoy emUa19��delines•- 1e g \jecto man - _ of a ?Z to Sp gin98°r EXamPsho,Ns gest be 10,00M ` n1paasrandspactn9m 1 _ Vector Pier Su —11, ... r— Soil Classifications: Soil Bearing Capacity: Anchors Required: Materials: Note: Vector systems should be evenly spaced as practicable along the length of the home. Pier spacing must be consistant with the home manufacturers' Installations and/or state requirements. 2 m>�x typ. 34/ o c.tyP• 2, 3, 4A,&4B 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095 12" stabilizer plates (55292, 4 ea. 1 1/4" frame ties 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 TIE DOWN ENGINEERING WIND ZDNE I -' Vector Dynamics Systems Required ""_b`e Se ve sa��a\gu'deoe �,nes for Double Section Homes _ _ - - ' " �2 Et a° acIn9 �O�ska��a�`O� (Materials Requiredl -' " EXamp�s ows geusIbe o home' 00stlatt d sPa°tn9 I s an EoutdaOln Pati 1 Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. n w 0 » OD N O C? _ 2 sq. ft. pad Home Length Vector Systems Required 0 to 48' 2 - y 72' to 89' 4 ?_ - ' ``.`•.' Note: Vector systems should be evenly spaced s» as practicable along the length of the home. Pier spacing must be consistant with the home manufacturers' installations and/or state requirements. Soil Classifications: 2, 3, 4A, & 46 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 0) O OD . N O O j WIND ZONE 1 - =t Vector Dynamics Systems Required - \ ` I �gti94 o�isytet a1 guidelines' for Multi Section Homes _ - - - " satt�armgt°�S%30\ lOn ma ` \ (Materials Required) _ at��tn aenerei oh0me\n ; a ) _ _ 5 g �S�be ' Pa .g sPa6In9 m Fou�lon --.' � �" Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum ' -Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' - Homes over 52' 4 Vector Foundation Systems up to 76' W URIMel,11fa NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as possible along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with.the home Installation . manual. Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. - Materials: - Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut L TIE DOWN A , VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 413 and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it.,The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite, and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. _ California 8/2001 n SEP=1Z-Z0011H) 14.32 TIE POD ENGINEERING NOW 349 0401 VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 7 & 2 1 INSTALLATION INSTRUCTIONS For the State of California INDEX SOIL CLASSIFICATION 18 COMPONENT PARTS AVAILABLE UPON REQ Foundation System Release Date 8/13/2001 Engineer Approval o�1FEss�� TU 60% clvl1. �F �F CA:1E' rOvaI` SUBMCrTO COR3EC170NS NWO P= NOT AUTROBOMCRAPF&0vrj Ny QR MVLa= FRQw1MUwMMM OR ILE 5T nmwS AND REGuurm Ns Slue of CwWwa of IbAl s ad cear piwly Dft&, v = SUNnAMS NO. I q ` I Plan ApprovW Explas r o.3 PAGE SECTION NUMBER INTRODUCTION 2 PIER HEIGHTS 3 GENERAL INSTALLATION 4 SETUP INSTRUCTIONS 5,& 5a METAL PIER & V DRIVE 61 PARTS LIST 7, 7A, 7B & 7C CONCRETE INSTALLATION 819 SCHEMATICS WIND ZONE I - SINGLE SECTION 10 - SINGLE V DRIVE 11, - METAL PIER 12 - DOUBLE SECTION 1� - TRIPLE SECTION 14 WIND ZONE II - SINGLE SECTION 16 - DOUBLE SECTION 16 - TRIPLE SECTION 17 SOIL CLASSIFICATION 18 COMPONENT PARTS AVAILABLE UPON REQ Foundation System Release Date 8/13/2001 Engineer Approval o�1FEss�� TU 60% clvl1. �F �F CA:1E' rOvaI` SUBMCrTO COR3EC170NS NWO P= NOT AUTROBOMCRAPF&0vrj Ny QR MVLa= FRQw1MUwMMM OR ILE 5T nmwS AND REGuurm Ns Slue of CwWwa of IbAl s ad cear piwly Dft&, v = SUNnAMS NO. I q ` I Plan ApprovW Explas r o.3 u 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-tuming 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 mufti section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See Page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for vertical ties. California 8/2001 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 requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or.state. Check with the most recent regulations in your state. 56 i ma; Unequal Pier Heights ( Wind Zones I & 11 only) rigure 5 in. iax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. California 8/2001 Y GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used .with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. California 8/2001 Set -Up. Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SET VECTOR FOUNDATION PADS Clear all loose vegetation from the immediate area where your Vector foundation pads will rest. Press or hammer pads into the ground. Tip: Place a 3/8" nut on, each U -bolt: to keep it in place while you position the Vector pads. Long Short Short U -bolt U -bon u-bono / \ / ,.:.. 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the. foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and continue down to outside of the ' foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all. slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 2 & 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. California 8/2001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or .Vector. Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long. u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One Vector pa for concrete v/ Concrete footer Wood Cap and wedge Outside Tension Bracket Wedge Bolt California 8/2001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit ##59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 2 of 2 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 T Inside Tie Brackel Compressh boards V U -bolt Vector pad for concrete Concrete footer California 6/2001 0) 0 OD N 0 0 2 WIND ZONE I Vector Dynamics Systems Required , _ _ - - - " " for Single Section Homes (Materials Required) ec - e I __-__"_;;,... "-'"' C• 1e seitJo o�manUal 1 of a�2�a Sp9tnme°nstal�att E, amp\ \,N5 geus be to ho 5 acing m 1 p trap. . and tip 41 ...;. Note: Vector systems should be evenly spaced as practicable along the length of the home. Pier spacing must be consistant with the home manufacturers' installations 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. -WIND ZONE I Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), (not to scale) - 1-1/4" frame ties w/4725 lbs. min. breaking strength. _ �2 sq. ft. pad * Anchor and stabilizer plate combination pipe compression members V or 1 TDE adjustable steel strut Home Length Vector Systems Required q Anchors Required Per Side " Each Vector Foundation System requires V One \kctor Kit, 2 slotted bolts _ V 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), V 1 ea. 4 x 4 pressure treated wood 0 to 72' 3 2 - compression member 73 to 90 4 3 Y or 2 ea. 2 x 4 pressure treated wood compression member - V 1 3 1/2" 4 ' I SCH 4o PVC _ �2 sq. ft. pad * Anchor and stabilizer plate combination pipe compression members V or 1 TDE adjustable steel strut K1 N 0 E. OD N 0 0 J WIND ZONE I Vector Dynamics Systems Required I , , Single Section Homes Difficult Soil Conditions sed\01 o �y e��a19u1de11nes - I , - •� I , Of 2 2 to sPac� me��sla11a o EXampstetoWS gess be to h° I \\\13Strati d sPapin9 m ::<:� 3 V ''.,>,�<.3X MCI 11, c V -Drive anchors are used only in WIND ZONE I (not to scale) Soil Classifications: Soil Bearing Capacity Anchors Required': Note: Vector systems should be evenly spaced as practicable along the length of the home. Pier spacing must be consistent with the home manufacturers' installations and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per 2 3 the K2 Engineering test report. 1,000 PSF minimum "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strengqth. When using "V" Dr7ve Anchors Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 3 73' to 90' 4 1 4 Each Vector Foundation System requires • One Vector Kit, 2 "V" Drive Anchors, 4 slotted bolts • 2 ea. 1-1/4 in. tie, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • 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 compression member only) °�=' • or 1 TDE adjustable steel strut * "V" Drive Anchor, Part Number 59269 • 2 ea. 2x4 pressure treated wood for fl "V" Drive Anchor connection. / Note: PVC pipe cannot be substituted for wood on the 2 sq. ft. pad "V" Drive Anchor connections. TIE DOWN rncixrreurc 0 0) O 7 OD N 0 O -_c - - ___-'� Metal Pier Sets ZONE I - --'- 1 , Vector Dynamics Systems Required for Single Section Homes Up to 72 ft.. (Materials Requiredl; " - - _ _ _ - e Sect1oc o oy �a\.garde\tnes \je \e of an �a sPgtmeot5aoLmo man in EXatnPshOWs gess be to ° " - = \\\asst a%gid spao\n9 m oun 1pa J 1 v— PI" Set —11, .. r--- Soil Classifications: Soil Bearing Capacity: Anchors Required: Materials Note: Vector systems should be evenly spaced as practicable along the length of the home. Pier spacing must be consistant with the home manufacturers' installations and/or state requirements. T max VIP. 34/ o.c.HP 2, 3, 4A,&4B 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095)- 12" stabilizer plates (55292, 4 ea. 1 1/4" frame ties 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 0 7 NV aD N 0 0 WIND ZONE I 1 _ I Vector Dynamics Systems Required -'"''" eseck,o o"s V\oalgutde,�nes. for Double Section Homes _ - ' ' " 1211 do , g iot a11at`On ma OL a1 sp me (Materials Required ' " EXamPSe,o s ge�sIbe tiO" 1\1�stratl d sPa°tng m an If : tion pads M. UNA 1IIN Uzk k:Egxri•'� jg�xYi E' ww ti .... €. •:�, moi: �T,.: IF, 43aT Sv,+:::'".�. L� max O•C•.y5>x`: Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. �2 sq. ft. pad/ Ii€ Note: Vector systems should be evenly spaced as practicable along the length of the home. Pier spacing must be consistant with the home manufacturers' installations and/or state requirements. Soil Classifications: 2, 3, 4A, & 413 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 DOFIE WN —fl—G WIND ZONE 1 Vector Dynamics Systems Required U1�L��l�ec1�� eYr 1a� a\ guidelines ` ♦ � ♦ \ \ \ for Multi Section Homes���� a �aaisp h me,�s,a11a11�^ _ . ; ♦ . . (Materials -Required) _ \ I : ♦ � 'QUO ShOV1s 9 mos." be � ♦ I � ♦ \ ' \U sua SPacln9 m ♦ \ ♦ \ , _ � and - ♦ T nda\\on Pads ;, z i ♦\ Soil Classifications: 2, 3, 4A & 4B Soil Bearing Capacity: 1,000 PSF minimum £:;?f \ Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems '0 Homes over,48' 3 Vector Foundation Systems 0 up to 52' NOTE: Shear wall, ridge beam support posts & for the Vector System with the steel Homes over 52' 4 Vector Foundation Systems 0 up to 76' £:;?f \ �1 " _ "tri ♦ I W'ND'ZONE 1 Maximum allowable working drag load . NOTE: Shear wall, ridge beam support posts & for the Vector System with the steel marriage wall straps & anchors may be required by compression strut is 3,150 pounds per t;N �Ilva' Vector systems should be spaced as evenly as T. A0i _ W'ND'ZONE 1 Maximum allowable working drag load . NOTE: Shear wall, ridge beam support posts & for the Vector System with the steel marriage wall straps & anchors may be required by compression strut is 3,150 pounds per the home manufacturer. the K2 Engineering test report. - Vector systems should be spaced as evenly as A0i _ possible along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member Ior 2 ea. 2 x 4 wood compression member i?it J z i '\ itSh It • or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable R steel strut ' CO - 2 sq. ft. pa N _C:) o, VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 413 and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. _ California 8/2001 NOTES RESIDENTIAL ' - �' , -- —._ � - ._._ -- - - ✓moi �� PERMIT NO. 030-194-014 _02-1564 _ _Y PERO, MICHAEL 1271 DODGE AVE., OROVILLE COVERED PORCH y SPECIAL CONDITIONS a CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS --SUB-STANDARD HOUSING LETTER r JOB FINALED (Date4i Signature V= OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch I Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap;-/ /" L'H. / P Nat. or / /"L"ft./ /'LPG Carports; Windows -Doors 7. Well Clearance & Discorinect Electric 8. Utility Clearance Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. 5. Drain; MH Test -Fall -Flex Connector 2. 6. Water; MH Test -Regulator -Connector 3. 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. 8. Gas and Electricity Tagged 5. 9. Tie Downs -Type -Installation Cert. 6. 10. Exits; Insp.-Sketch 7. 11. Cert. of Occupancy 8. 12. Permanent Foundation Only; License Decal 9. Health Department Approval I Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date Light Niche t Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. I 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-Rttrs-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 FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. 1 Boxes- Enclosures- Panelboards-Ins. to Main in Conduit I 9. Health Department Approval I 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PE MIT (Rev. 12/96) APPLICATION AND PERMIT 04 �1 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER _PT7, TELEPHONE 533-0471 SO. FT. OCC. BUILDING VALUATION 320 C 4160, 00 . OWNERS MAI NG ADDRESS P.O. 30X 521 UIKE FO K ID. 83635 CONTRA7CT7O�R.'�S� NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ 4160.00 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 2 0.0 0 Permit Fee $ 72.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 46.8 BUILDINGADDRESS 1271 DODGE AVE. OROVILLE Ener Plan Checking Fee $ Energy g $ PERMIT FEE $ 138.80 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome CK Other SPECIFY Solar or hest pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: COVERED PORCH Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W-1— PERMIT PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 E00V OR LESS Main Service 20OAO.UESS 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 full force and effect.PSINGL License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License LaWfor the following reason: I, as owner of the property, or my employees with wages as their sole compensation, % will do the work, and the structure is not intended or offered for sale. q/ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: rI 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith compl ith those provisions. j 1:5;1/- D to % !"Ls 1\8fignature of Applicant - Owner ❑ Contractor Agent An OSHA permit is require for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service tea+ TO 46.00so CCU000A NEW CONST. DWEWNG OCCUP. SG OR ADDNS. ( 8 ACC. BLOB. 3.50FT. NEW R6,DT. MULTI -OUTLET 97,50 b E . OOWER APUTLETPARATUCIRS � Q ,,� EX. OCCU OUTLET OR FUTURES B20 p .00 FIXED APPLNS. OR Ex. Occu + ouTLETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD ...� CDF PARCEL — p0 HD 5S This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which foes have been paid. By Date PERMIT EXPIRES ON hl (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY- SSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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: v ASSESSOR PARCEL NUMBER ../`� '- Proposed Building Use: Counter Technician: Date: W �I Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ L. Plot plans, 3,or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie 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 Remaining items needed to issue the permit. (May require additional plan review upon receipt of following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ..................................... ' 5. Statement of Intent for Non -heated and A/C Buildings .................................. 16. Sanitation and plot plan approval from the Environmental Health Department in '. 17. City of Chico Plumbing permit........................................................................ I ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for: (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ,.�•: ._z ❑ 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 Acknowledg gent Statement .................................... ❑ 28. Manufactured home utility clearance ................. ...... ..,..................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Date: Plan Check Letter phone, ❑ mail, ❑ counter, by Date: phone, ❑ mail, ❑ coun b Date: Plans approved by: Date: _Structural approved by: Date: Yellow: Building Division ! O`VNER-BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your sib. Please complete and return this information at your earliest opportunity to. avoidunnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to .provide theajor labor and materials for construction of the proposed property improvement : YES NO 13 2. I HAVE 0 HAVE NOT ®'signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: /� PRO PERTYOWNER: /' SOCIAL SECLgUTY NUMBER: DATE:` _ _v NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of Ike California health and Safety Code. This verification must be -completed and returned to our office before we are permitted to issue the permit. . OVER OWNER BUILDER INFORMATION I Dear Property Ow -ter: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. - If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. if the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1030 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. IIMW�Buiildii�ng .B.O. nspection NOTE: This Owner -Builder Information is required by Section 19810 of the Californla Health and Safety Code - OVER 'QUIPMENT WMUD" ALL AND OF ALL EASEMENTS. OVERHANGS SHS- BE ET BACK OF -5 PA Ti -IE SIDE AND A SFROM --s- FT, FROM THE R� ��®PES LINES 1 SU FT. FROM THE ROA CEi�ITTERLi�IE SHALL BE OF 'STRUCTURES A D IEQUIpMENT EXCEPT mEARI,i MR A+2FT. EAVE® HOZ-/.56 -SWIM ®EPARIM � N Agr-1 t -Nil TAW tip i r; PE'RiMIT NO. 5884-76P,E PERMIT EXPIRES OWNER Josephine Pero CONTR. owner LOCATION (A.P. 30-194-14 1281 Dodge Ave., vroville Temp. Power Pole Called PG&E Temp: Elec. Serv.- Called PG&E Temp. Gas Serv. Called PG&E ' JOB FINALED (Date) (Signature) • MOM— —.110M.G INS`CALLA'1ION; INSPECTION CIiECK LIST 1. Is the mobilehome located wi.i_1i required separation from lot lines and buildings and generally conform to plot plan? Yes x No 2. Does the m<,bi1ehome have required clearances above ground? (Sec. 5085) Yes No 3. Are footings and supports properly sized, spaced, and braced as per ved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes o c 4. Is the mobilehome level.? (Sec. 5088) YesyNb 5. If m g e unit, are crossover connections properly installed? (Sec. 5088) Yes No 5: Water A. Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes No B. Test - Does water piping withstand working pressure or 50 lbs, air test? YesY No Backflow - If coach is not State of California approved, does station have backflow device and pressure -relief valve?•Yes No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes o B. Does it have minimum ," per foot slope and is it properly supported? Yes No C. Are any leaks detected in drainage system after runnin�-gallons of water through each fixture -including washing machine standpipe? Yes No ;). If coach is not State of California approved, does station have required trap and vent? Yes No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as large as the moilehome gas line inlet without reductions other than the mobilehome connector. Yes_x No B. Test OK as per'following procedure? Yes_ No 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for.10 min, without drop. . 4. Connect: gas meter to mobilehome with connector, turn. on gas, test connections with soapy water. C. Are all appliance vents properly installed? Yes%\ No 9. Electrical A Is service Large enongit to provide adequate amperage to mobilehome. (must equal rating of mabi_lehoi7,1e (,aith a. of 100 amp) and other facilities on lot, i,e., water pumps, cabana, etu.', YeNo� B Is them proper clearances around panels? Yes�( No C. Is power supply cord or feeder assembly properly fused? I! Yes No D. Is continuity test satisfactory as per the following procedure? Yes_ 1. De -energize electrical -ui.ring system of the mobilehome at the pedestal, 2. Make sure that •tlie power supply cord or feeder assembly conductors, including neutral conductor, havE1. been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one le.. -id of a test instrument to the mobilehome grounding conductor and _ ,. ding aj�piy tl-je oLliter lead i.0 each ri)uDileuuliit si p'y Cuhaucto`r', iniliiutiig fiE.ULrdi, 5. All nor. -current, carryi.ng metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of: the above procedure, the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity to<, -L ;,,hall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of theelectrical tests, the lot or site service oqui.pment may be approved for energizing. T, ;ob card si-ned by t,ealth Department for water and sanitation? If evarything okay, sign off card and t.a- s .rvices, ' NOBTLe:i(OME_DATA Mainafacturer and/car Namestyl.e--- Length �% 2. Width Vehicle Serial No. S -tate Identification 'No. P.&ILtional Inf orna t: i on or Cormnents : COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING I BUILDING (Cont'd) I PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings StemwaI I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handica ed Conformance of ex. structure Appliances Gas PipingTest a Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings I Footing r ELECTRICAL Reinf. Steel Final I Fixtures Bond Beam FIRE SPRINKLERS I Motors Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating 44. Service /.2 Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS °A �C)� -� 3d 000, uell (NOTE: An entry must be made on this form each time you visit the job site.) Fl COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — oroville, California 95965 Telephone: 5344541 APPLICATION AND PERMIT aUL"orrce representati of the county of Butte to enter upon the above-mentioned property for inspection purposes. X & Date Jl7 $i nature of Permitee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work i-idicated above for which fees have been paid. DIRECTORS PUBLIC WORKS BY Date B tiding permit expires. Date BUILDING Owner J' �� /NC �� SQ. FT. OCC. BUILDING VALUATION Mailing Address fig® y f� STr Telephone No. x'33 - J3 Fireplace Contractor Total Valuation Mailing Address C7 Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee / . C �� Building Address PLUMBING No. @ FEE PERMIT FILING FEE J$3.00 3. 0C7 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1:-6 ,0,. cx)�- Zoning Verificafion Only Each gas water heater or vent 1.50 / A. P. No. 3� l Hing Fe W ation Fire Dept. FireZ a Use Permit Gas piping system 1 - 5 outlets i-.&& p, 00 Each additional outlet .30 Building sewer 5.99 a 40 EQA I Parking Plans Parcel Declar tion Parcel Ma. 60' R/W Im rov ents P Lawn sprinkler system 2.00 Bldg. Plans Recd ✓Permit Parcel Approval Pla Approval Fee $ 3 V NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 3 ,fl a Main service 1000 AMP ORSLESS 5.00 S� Main service EA. ADD'L 100 AMP 2.50OVER Single Family ❑ Duplex ❑ Mobil Home Others ❑ 600V Main service 00 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST %[DWELLING % ACCBLGS.CCUP. &) 2¢sgft NEW CONSTR MULTI -OUTLET NON.RESID. BRANCH CIRCUITS) 2.50ea NEW CONST. (POWER APPARATUS & NON.RESIRD. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES) 50 BAL� (FIXED Ex. Occu FIXED APPLNS, OR (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Op License No. Classification Misc. Wiring 6.25 hoI am exempt from the Contractors License Laws of the State of California. Permit Fee $ �2 c WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE aUL"orrce representati of the county of Butte to enter upon the above-mentioned property for inspection purposes. X & Date Jl7 $i nature of Permitee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work i-idicated above for which fees have been paid. DIRECTORS PUBLIC WORKS BY Date B tiding permit expires. Date COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Orovi lie, California 95965 77 :.�_ /f Telephone: 534-4541 J APPLICATION AND PERMIT fy'�J •..r,vvv„...•, ra..a , u,c VVun ay vi ]JUll6 lV clic] u�Jull tilu above-mentioned property for inspection purposes. X Date Sig ture of Permitee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR PUBLIC WORKS By Date uilding permit expires Date BUILDING Owner� 42 e ,� SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor Q 64,114 (� Total Valuation Mailing Address Permit Fee PI an Checking Fee &/or Penalty Telephone No. Permit Fee Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 1 �4 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1,50 __._ / A. P. o. -� ! Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F s —Sammi-tatirm Fire Dept. FireZone Use Permit Building sewer 5.00 EQA Parking Plans I Parcel Declaration Parcel Ma P 60' R/W Improvements p ovements Lawn sprinkler system 2.00 Bldg. Plans Re Parcel royal Plan pproval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 100 AMP ORV OR LESS5.00 Main service EA, ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service OVER 600V 100 AMP OR LESS 25,00 Main service/ EA. ADD'L 100 AMP 1.00 NEW CONST.O OR ADDNS. ( LWEING &) 2Csgft NEW CONSTR. MULTI -OUT NON.RESID, (LETBRANCH CIRCUITS) 2.50ea NEW NON-RESID CONSTR. (POWER APPARATUS SINGLE OUTLET CIR,& CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(ouTLETS OR FIXTURES)BAL� Ex. Occu FIXED APPLNS. OR P• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 FT I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner 'so as to become subject to the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ c. $ /,��y,- TOTAL PERMIT FEE $ •..r,vvv„...•, ra..a , u,c VVun ay vi ]JUll6 lV clic] u�Jull tilu above-mentioned property for inspection purposes. X Date Sig ture of Permitee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR PUBLIC WORKS By Date uilding permit expires Date MOBILEHOME SUPPORT DATA Mobilehome Mfr. �YlQi`z�G91 Setup Model No. Yea-essy Width �v (ft.) Length (ft*.) Expando Size Ft.X t. (Draw support details below) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). Single 6-; Center Suppor Footing Sizes (in.) :4 i --- X i (i .)(in.) 0 4 (ff.) in. �..._... __.._� in. in. I__x (in.) (in.) I ' *If center piers are other than drawn above, draw in locations, spacing, and dimensions. ars -V ., Footings (check one) 1. Wood either pressure treated or fdn. grade. / 2. Concrete pad. 3. Other, specify Supports (check one) 1. Concrete block 2. Concrete piers 3. Steel piers 4. Other, specify i I - ��— Typical Support in.) :)Footing Size I i I - i I` 'Max. Pier Spacing i Max. -� Overhang kin. ) BUTTE COUNTY BUILDING DEPARTMENT APPROVED N BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. - PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owne x-' s name 2. Installer's name: 3. Is the site currently under permit? Yes / / No 7-7 (If yes, furnish permit number 9. What is the'mobilehome site gas pipe size? ---------------------- (in.) ) OR What is the type of gas service? ----------------------------- Natural / / LPG 11. Is the site an existing site? Yes 7-7 No What is the mobil-ehome gas demand? ------------------------------ (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes / / No ( If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- Amps 6. What is the mobilehome site service rating? --------------------- Amps 7. What is the mobilehome site circuit breaker rating? ------------- Amps 8. Is there any other electric load to be served by the mobilehome 4 (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) site service? --------------------------------------------------- Yes / / No (If yes, identify the load and size: (Load) (Amps) 9. What is the'mobilehome site gas pipe size? ---------------------- (in.) 10. What is the type of gas service? ----------------------------- Natural / / LPG 11. What is the gas pipe length from meter or tank to the mobilehome? (ft.) 12. What is the mobil-ehome gas demand? ------------------------------ (BTU) 4 (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) THERMALITO .IRRIGATION DISTRICT 410 GRAND AVENUE OROVILLE, CALrFORNIA 95965 TELEPHONE 533-0740 CSA 26 SEWER SERVICE APPLICATION AND CONNECTION PERMIT Service Address: . Owner's Name: ti..�_ - , r 0 Date: �'l , Address: f" � ' f �� �-- Acct. No: Z /f*' �� 2 A.P. No.: Phone:'== �-`�� No. Units: Applicant/Agent: Agents Proof: Address: Fees: Phone: Application $ Arrearage i Preliminary Review By:—'tDate: `'- �% 77 CSA 26 Remarks: SC -0 R 1st mo. S.C. Other Total Fees ` Collected By: Date: ` Field Review By: Date: Remarks: -:L...: b4 ., MONTHLY SERVICE CHARGES WILL COMMENCE AUTOMATICALLY UPON: ❑ Date of TID approval of completed building sewer (early connection). ❑�, 30 days after date above, or on date of D.P.W. approval of completed building sewer, which ever comes first ("existing construction", prior to Mar. 5, 1974). ❑ 180 days after date above, or on date of D.P.W. approval of completed building sewer, which ever comes first ("new construction", after Mar. 5, 1974). DISTRIBUTION: WHITE - TIO, YELLOW - APPLICANT, PINK - DPW, GOLDENROD - DPW to TID j4 • I �A A O O .�� Wl�Jdd�9--�•�il�JJ1f1E , k.L4no:) qHno / 0 / fZ. •s}ua�uasoo Ila }o Ono {lath}ua 4119 6uayaal,o anpa '+} Zo }c wnw (� G. rod roao.t 041 }� �vllra�r�ao % f '! � C ay �uor< �� ; urs a::rrl + } '4} :9 °9 $`aye �anr{ay 3yi 'eoy91190W aye JO u04011t;+su 44 Tolpaimbai 09 ll!M fiwtad r Q al igow -aq4 jo apis (peoj) 4 ja. uaoyl 044 uo aWOLI aligow agp }o uo.4:)a pjIL44 peat a ,4 ap!s4noui�l�i,+,� enol aq I l ells suoi4aauuoa A4! l iI N 0) L -h8 8,S-1 t: ''!,,i, :p t s4ua aainb -da •4oa© ul4le3H A4uno:) a44n8 jad se aq off. ." wa4sAs :)OaS 'a4{ng }o Ap o:)'s�ljoM a!i`i"d }u 4uaw+.redad ay w_oaf uossiw{{ ad ua4luM tnoi11_M s: ;.res uo suoi4r..ra4le jo safiuey Aue o jew ;n K•,>lun sl }! pare sowl4 IIs ,e cool eqj uo jda� LSf1W sao?",-:e sueld 4o ias si41 'apoo jobli ol-3 In of �piV eyf pua sopoo ooluoyoltd Curgwrl�ay+ ul asn °u7 dun jol io PiD ON Temp. Power Pole Called PG&E _ Temp. Elec. Serv._ Called PG&E _ Temp. S erv. ._ led PG&E _ VNB ALED (Date) (Signature) t ' � PERMIT NO. 215-76B P 7 E i M I'MH UTIL. PERMIT NO. PERMIT EXPIRES OWNER- Phillip Corbett = cONTR owner 'LOCATION a (A.P. 30-194-14 ) +1281 Dodge, • 1. Oroville Temp. Power Pole Called PG&E _ Temp. Elec. Serv._ Called PG&E _ Temp. S erv. ._ led PG&E _ VNB ALED (Date) (Signature) t ' COUNTY OFBUTTE- DEPARTMENjrj=flF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) f PLUMBIN Setback Firewall Soil Pip ng Forms Parapets 1st FI r Main Bldg. Restroom Finish 2nd Flo r Footings Windows 3rd Floo Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. StemwaII Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformaa of e . structure Gf Gas Piping& Te O Temp. Gas Slab Final ( Sanitation Patio FIREP ,ACE Final Footings Footing Masonry Walls ( Throat Rough Reinf. Steel I Final Fixtures Bond Beam FIR SPRI KLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh ME H NICAL Grd. Fault Prot. Scratch Heating Service Brown j Cooling Temp. Pole Finish \ Ducts Underground Interior Lath 1 Ventilation Permanent Door Closer E Final Final DATEA Z 1,1—, E R M RKS OR CORRECTIONS z O -)o i DC7 ELECV64ICAL COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 _ Tel epho?V,:534-4541 APPLICATION AND PERMIT authorize representatives of the county of butte to enter upon the above-mentioned property for inspection purposes. X�L t Date $ignatur of Permitee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRE/C'�TOOR OF'UBLIC WORKS Bye �'L--�---� Date BuMiing permit expires Date _ I -If -17 BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address Q ate/ Telephone Na. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee Building Address ` �� PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 V v Each gas water heater or vent 1.50 A. P. No. d l� Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 /� Fomes- Z SrPtatrefl- -FireDept. FireZone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration parcel Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 Parcel Approval Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEF_ PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) — Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1 1.00 Water Heater or Space Heater 1.00 Light fixtures b 1%2 10. Receps., switches &. fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit ,is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE authorize representatives of the county of butte to enter upon the above-mentioned property for inspection purposes. X�L t Date $ignatur of Permitee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRE/C'�TOOR OF'UBLIC WORKS Bye �'L--�---� Date BuMiing permit expires Date _ I -If -17