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HomeMy WebLinkAbout065-320-020COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT�- ASSESSOR PARCEL NUMBER 065-320-0 ZONING BUILDING PERMIT OWNER ^�7�����7 3AUt"Jt'iLV1V TELEPHONE 873-6645 SO. FT. OCC. BUILDING VALUATION . 9 OWNERS MAILING ADDRESS 14943 SKYWAY, MAGALTA 99994 48 open 336.00 CONTRACTOR'S NAME EXEC. HOMES TELEPHONE A91-6999 CONTRACTORS MAILING ADDRESS 3042 ESPT.ANADF C14TCD 95971 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 336.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 15.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUIL NG S Energy Plan Checking Fee $ JEach PERMIT FEE $ 58.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Trap 1 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: 6X8 DECK (UNCOVERED) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 a*OVR LE Main Service 2o.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 . full f r nd effect. / License Class — Lic. No. G/ /'� W ER -BUILDER DECLA A ON I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 worker�.o.mPens n in carrier and policy urs r are: Carrier J / N Policy Number (The above sections need n t e co pie ed 'rf 6e 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' aws of California, and agree that if I should become subject to the ensation visions of section 3700 of the Labor Code, I shall ly with o rovisions. X Date Sint - ❑ Owner ❑ Contractorgent Aof An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service WOOL To 46.00so CCU000A NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( DW: ACC. S.3.5¢FT. NO g6IDT. MULTI -OUTLET @7,50 PowER APPARATUS 8 SINGLE OUTLET CIS. EX. Occup. OUTLET OR FIXTURES BAL @ I.00 .50 Ex. Occup. purrs A��sID°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 58.00 HAZ. ___ I D. FEES IMP I FLOOD [i I CDF T1 PAROL PQ / HD ISSUE 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. By Date PERMIT EXPIRES ON Date Receipt No. 385330/$58.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1, .11 COUNTY OF BUTTE _ DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT .4 zD -� u ASSESSOR PARCEL NUMBER 065-320-020 ZONING v - BUILDING PERMIT OWNER 1 , t`a TELEPHONE SO, OCC. BUILDING VALUATION .�R.WR873_6A&,:5 OWNERS MAILING ADDRESS '.494 .T� 48 open 3 .00 CONTRACTOR'S 'NAME '� ) TELEPHONE 891-6992 CONTRACTORS MAILING ADDRESS 4 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS /I Fireplace Total Valuation $ 336.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 15.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILD NG DR S S. A Energy Plan Checking Fee $ - - -- $ PERMIT FEE S 58.00 LOT NO. SUBDIVISIONS NAME E PARCEL MAP PLUMBING PERMIT Filing 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 gas water heater or vent 15.00 TYPE OF WORK New Addition 13 Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: 6X8 DECK (UNCOVERED) Gas i in s stem 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service P00A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION viI hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (coinmenping with Section 7000) ,of Division 3 of the Business and Professions Code, and my'license is in full fore and effect. License Class — Lic. No. �� S OWNER -BUILDER DECLARA�ON 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 coNsr. OwEwACNG Occup. OR ADONS. ( C.BLAS. so 3.5QFT: NEW CONST. MULTI.OUTLET NON-RESID. 97.50 POWEPUS s sINGLE RAouTLETPARATcIR. Ex. OCCU . OUTLET OR FDrrURES ( SAL1 .50 Ex. Occup. ouTEL�°rs" p IES p.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 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 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 worker ' ompensa on inq a:ee-carrier and policy n��urr�� r are: Carrier % MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number — 6 1 (The above sections need n t e co Ie d d the permit IS for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compens tion laws of California,•and agree that if I should become subject to the workers co4pensation provisions of section 3700 of the Labor Code, I shall forthwith c i 065-320—UL0 03-2544 BAUMAN, STEVE & TERRI GOLDCONE WAY, MAGALIA Cont: EXECUTIVE HOMES 6X8 UNCOV DECK w ♦ .�: d COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (FI"ev.12/96) APPLICATION AND PERMIT ,2:� L� ASSESSOrR PARCEL NUMBEER^^ ZONING BU I LDI NG P ERM IT OWNER ±A!NA>4kT STME JL 7WR TELEPHONE SO, Fr, OCC. BUILDING VALUATION OWNER'S MAILING ADD ESS ` 1490 V 7 .TA 4t3 open 36.00 CONTRA OR'S�,JA�r1E 1! J - TELEPHONE :a .. CONTRACTORS MAIUNG ADDRESS 3049 D . CHICO 95973 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 336.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 15.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILD NG DRESS WOR WY W-ALI-A Energy Plan Checking Fee $ $ PERMIT FEE $ S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New, Addition ❑ Remodel ❑ Utilities ❑ Installation 13 Other ❑ Describe Work: 6x8 DECK (UNCOVERED) Gas i in system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 0,V OR UE Main Service 200' 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 in full force and effect. :License Class L-%Lic. No. (a, �/ OWNER-BUILDER DECLARATION 1 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 46.00NEW CONST. DWELLING OCCUR OR ADONS. ( a ACC. BLDS. SO 3.5¢FT. ptON N,ROSI. MULTI.OUTLET Qa 7,50 PLE OWER APPARATUS 6 SINGOUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1.00 BAL O ,50 Ex. Occup. ourLEE' Ao .oma 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 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. My worker 'compensatioce carrier and ;policy number are: Carrier % � )P_( "0 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number ZZde— *21 ") � 4 j (The above sections need not be cori1plete'd H the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers%'compensation ,provisions of section 3700 of the Labor Code, I shall forthwith comply with thp6s provisions. �, I Q X %� Date 0 �^ Signature of Applicant - ❑ Owner ❑ Contractor ❑>,gent 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 I $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 58.00 HAZ. �.. D. FEES IMP/ FLAO coF/ pgRCEL pp, HD ISSUE 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. By Date PERMIT EXPIRES ON (Da te ReceiptNo. 3853301$5$.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT s COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 1. k � k ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER , TELEPHONE SO. FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 14 •v MAGALIA 95,954 open 3.36.W y_ CONTRACTORSNAME HQ#lFZ TELEPHONE 1 891-6992 CONTRACTORS MAILING ADDRESS 3042 Q47Cn IRS973 CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ 336.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1.5.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDINGADDRESS E Wy., MAGALIA Energy Plan Checking Fee $ 1 -A $ PERMIT FEE $ 58-W LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing 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 O Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 6X8 DECK (UNCOVERED) Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 R LESS Main Service 200A 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 thelBusiness and Professions Code, and my license is in full force and effect.P License Class " Cc. 'o. OWNER -BUILDER DECLARATION 1 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. 11 ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. & ACC. BLAS. SO 3.50 Fr. NEW CONST. NON•RESID, MULTI.OUTLET 97,50 OWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL Q'.50 Ex. Occup. ounFIXErDTs(RREES,D.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 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 1 performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier andpolicy number are: Carrier `5 0,- / s_ �r 4,1e , ! % /I ' ) MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number 1/ r/ �t '] V • r j (The above sections need not be corKoleted if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 1 _. #.- kr X Date '" r '1 Signature of Applicant - ❑ Owner ❑ Contractor ❑,Agent 1 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 $ 58.00 "Z. D. FEES IMP J FLOOD x CDE PARCEL PD HD ISSUE 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. By Date PERMIT EXPIRES ON Date ReceiptNo. 385330/$58.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ti�nli /f.�r...1• . �rT- d'". �"'rir.nJ. "�"" 4 6"��i+'Z4..„:L 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: 000 ry) 61 rlf �i �U(' }�F'(r ASSESSOR PARCEL NUMBER Proposed Building Use: O o (TGi/. L _Jh�Counter Technician: ' Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. `,^) 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ?� 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured I homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these 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 returned to the plan review line-up when required items are received. Date Received ❑ 8. Flood-=levation Certificate, wet -stamped and signed, in duplicate.. ❑ 9. Site 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. Fire Sprinklers .................................................................... ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner ❑ 15. Other Sent by The permit will be indexed and By Remaining i -ems needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ . Statement of Intent for Non -heated and A/C Buildings .................................... �....+.'-. 18. Sanitation and site plan approval from the Environmental Health Department in �Q ❑ 19. City of Chico Plumbing permit........................................................................ ❑ 20. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 21. Planning approval for (A) Use: p1, (B)Parking: (C) Parcel Check: 1 ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 23. NPD=S Form............................................................................................. ❑ 24. Encroachment Permit for driveway from the Public Works Dept ................................. ❑ 25. Pre-Iispection for required ................ ❑ 26. Cont -actor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. 0 28. Own Br -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 29. Letter of Signature authorization.................................................................... ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 31. Manufactured home utility clearance............................................................... ❑ 32. Exisfing violations and/or expired permits......................................................... ❑ 33. ❑ Grant Deed, ElM.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 34. Other: When issued Telephone and hold for pickup. I have been informed of t above ite=..Dat for obtaining a building permit. �� P-/Applicant:e:1. Index pem�ap cation for the above ite snumbered:Plan Check Letter 2. Additional :terns required Contractor, cbsigner, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the ab ve d by C1 phone, ❑ mail, ❑count by -Date- 1? ate: Plans reviewed by: Date: • 2- O Plans approved by: Date: -0 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division 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., 065=320-020 r-03-2544 A. P. No. _ BAUMAN, STEVE & TERRI Owner _ . GOLDCONE WAY, MAGALIA Contractor. Cont: EXECUTIVE HOMES 6X8 UNCOV DECK Permit No— PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION I DATE I INSPECTOR Footings Piers Under round Conduit Pre-Gunitea Underfloo Electrical Underfloor Mechanical UnderfloQ Framing Slab Rough Electrical Rough Mechanical Framing Shower 'an D:0 insulati m D Fireplace Footings Fireplace Throat Stucco Lath Scratch and Brown Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Building or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY Addresses information:. 24 Nr InsP Orcville - 7 County Center Drive 538-7541 538-7636 Chico - 411 Main Street 891-2.751 891-2834 Revisrl 7/94 2196) ESDA PA Ea sSRN1 aw COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541_ APPLICATION AND PERMIT BUILDING PERMIT { kUNG ►DDAESS I DA E1 mum f 0A rwolmaf3m NWNG ADDPZ= It • r l suaoaysDNS USEOFSTRUCTURE ❑ Duplex E3Nbbilehorne ❑ Other SQ. FT. I OCC. i BUILDING VALUATION TYPE OF WORK Gas piping sysierri 1 - 5 outlets 15.00 ie,ba AddHim ❑ Remodel ❑ LMfres ❑ Inst3n Mon ❑ Offer ❑ Bund'm Sewer 1 S.DDfJlobite Home S G W @20.00 Work PERMIT FEE t ELECTRICAL PERMIT Fru,g Fee 20.00 Mah► Service x�ow an 23.DD Main Service ( xow To IDWA ) 4fi.00 Lv 1� SIR )k o44Ktow' - Ntarn ca" �V�V • Ez O=p. ovnFr oA wcnxtEs ML @ so FUMD Ex. Oceu . MME Gro EX 5.00 Temporary Service 23.00 Mobile Home Facilities 20 -OD Misc. Wlrino 23.00 PERMIT FEE S MECHANICAL PERMIT IPring Fee' 2D.DO l Hood - I I 6.5D I VantBstion I I � — PERMIT FEt: IS Nbbiie Home Installation Fee S Energy Inspection Fee S =` `OWT. Tye 112,T/AL FEE $ M+z m cqv I =J: alb EL 1 This permit is hereby issued under the apprcaable provisions of the Butte County Code nnd/or Resolutions to do work indicated above for which fees have been Paid - By Dale �- PERMIT EXPIRES ON laceEJ�TF,r,eotal Valuation S c . Filina Fee b 2D.00 Permit Fee S Pian Checking Fee S Energy Plan Checking Fee S S PERMIT FEE s PLUMBING PERMIT Feng Fee 20.00 Each Trap - - 00, . Solar or heat pump water heater 23.00 Water piping 15. D 0 Each gas water heater or vent 15.00 TYPE OF WORK Gas piping sysierri 1 - 5 outlets 15.00 ie,ba AddHim ❑ Remodel ❑ LMfres ❑ Inst3n Mon ❑ Offer ❑ Bund'm Sewer 1 S.DDfJlobite Home S G W @20.00 Work PERMIT FEE t ELECTRICAL PERMIT Fru,g Fee 20.00 Mah► Service x�ow an 23.DD Main Service ( xow To IDWA ) 4fi.00 Lv 1� SIR )k o44Ktow' - Ntarn ca" �V�V • Ez O=p. ovnFr oA wcnxtEs ML @ so FUMD Ex. Oceu . MME Gro EX 5.00 Temporary Service 23.00 Mobile Home Facilities 20 -OD Misc. Wlrino 23.00 PERMIT FEE S MECHANICAL PERMIT IPring Fee' 2D.DO l Hood - I I 6.5D I VantBstion I I � — PERMIT FEt: IS Nbbiie Home Installation Fee S Energy Inspection Fee S =` `OWT. Tye 112,T/AL FEE $ M+z m cqv I =J: alb EL 1 This permit is hereby issued under the apprcaable provisions of the Butte County Code nnd/or Resolutions to do work indicated above for which fees have been Paid - By Dale �- PERMIT EXPIRES ON Building Permit Number: 03 Owner Name: 0" /,"1" Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or altera,ions on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) -and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 10) -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required. Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). I Electrical, heating, ventilation, plurlbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square in ;h for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwzter. Page 2of 2 Building Permit Number: 6 3 - Z S Owner Name: -&CLU-Ma,n Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. ' The following parcel map requirements shall be met: t e rp Si Cn . C 0-n ,pCo✓n &- rK D i her" - All structures and eq ui m mcluding:overhangs shall be clear of all easements. 7" A setback ofW S eet om the side ard30 feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) frorr_ the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. �I 17 � Ti G PLYWOOD . CC EXT. ifr •• f1rn�/1�1/ �►IT1 f 1 GUARDRAIL � pa.cc�d 50 -�hor� a n NUN, FOOTING GIRDER 4"x V mm'""Emmol FRMN G. 1 CLIP-- _ .N o zo ' rA — — — m % CLIP (EA. RE \ ifr •• f1rn�/1�1/ �►IT1 f 1 GUARDRAIL � pa.cc�d 50 -�hor� a n NUN, FOOTING GIRDER 4"x V mm'""Emmol FRMN G. 1 CLIP-- _ .N o zo ' — — m % CLIP (EA. RE 2' )(12" STAIR STRIIJ6ER. 48'o.c,. MAX. -TOP VIEW H UANAIL NOT SHOUT IJ FOR CLARITY. u � � 3/g 130I T 5° 2"x4' �rlok LU Ca MOBILE NOME �r r OR DECK �'� a :26 NITL. FRMU -' - — — % CLIP (EA. RE \ y'MIV ' 4'x4' POST 2"x IV o2)IF._ �-- 3 /a " � Z 2'<4" PRESSURE' TVA7,CP oR 8"MT IN. 6OL TS WOOD 1'/.AT, o 'X4" POST ADFQUATF D1A6 DNA L 13RACI NG. f MlftlftibN BUIL DING PLAN 'APPRO "bate: 11 tftarldng: 06*r ---,LMdscapjng: g JW Sign ismllll:": N07'6,. att'eched qntj q r, li�. I tzl re -R nnl ?— Ilts ��Page's 0 3 - ZS'44 i -3LJTTI=I— COUNTV RUILDING DEPARTMEW A P PR 0 VE t H O M E s OPT. BATH - SuncreSt Series Model 4513B 3 Bedrooms • 2 Baths • 1,350 Square Feet VY -) c- a�Le OPT. DEN #2 19-3"X91-10" OPT. STUDY fa-s^xV-fo^ OPT. DEN !0p fa-z^xfr-fo^ M. DOORS OPT. CORNER 5AY OPT. RECE55ED _ ENTRY Fleetwood -Homes reserves the right to change -colors, prices, -specifications, models, dimensions and -materials without -notice. -Rendering and diagrams aremeantto be _representative and, in keepmg_with Fleetwood's policy of constant 'Updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is 4,floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. e SU/17/DECO2" 0 SD S�eve- <+�k ew r' I 'Ea�AAOV\JA, GOldeJD�- �y .9--it7 C) cos- 0 - D C,-40 �s �o 0 (dc4D N -Q fossa S� Building Permit Number: 0 3 - S qV Owner Name: &J-&M0/,P7 Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required. Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2'. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade; or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4: At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. S. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number:, o 3 - ZS -z/4 Owner Name:.(3av/7pwt-� Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of 4954 ''e�Ae�� from the side and feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. s' S'9 566I AEW x W ti J � lyl Q r y CL '' 3 � Q-� Lx4 .9 tt14l�°n t `� M u� &JVI S WIN S: 0 S: 'XYW 7 �ra I ' cn 3 �1H913ii 11tl2i�fYHH,'�� •. N30 V) Y ccO W - f— 3 z J Q J � co L :2 O CL 1 ' ZLL CO o= Z U W m > 1 •xew 1 n� x LU v Q 0 3 J CL C7 � v LL K N N oc w C -j J 3 W ;•: r n r d. N .� Q 0 g ��1 2 QQ� v Q 0. .x 'Q i ~ o ao NIW ..�� S31cYVA ; V) Y ccO c, 3 Urn Q J � co L CL 1 ' ZLL o o= Z U W m > 1 rf 1 cc ` °C o :Q Ir -NI'W I ( o m y'C � H d C ►— �-- �C LL O ,. v z •U d. N .� Q 0 g ��1 2 QQ� v Q 0. .x 'Q i ~ o ao NIW ..�� S31cYVA ; '2 (,., ) 8 11 5 0.1 z // yi, P pr devo-� E: See the aftached OCK A, Requirements o C) vj-. C�j —pages —2. S (/� c C t-IUUI\i 1 -11 o3— RUILDING DEPARTMC".--� forA P P R 0 V F'. CL-)Yl+,Y-ll �910"y RECORDING REQUESTED BY: F_\`►Illi.•/:Ia1►i�T�Zi BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 27 -Jan -2004 2004-0004674 Has not been compared with . original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property'described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. STEVE BAUMANN AND TERRI BAUMANN REAL PROPERTY OWNER/LF_SSOR 14943 SKYWAY MAILING ADDRESS MAGALIA BUTTE CA 95954 CITY i COUNTY STATE ZIP 14812 GOLDCONE WAY INSTALLATION MAILING ADDRESS, IF DIFFERENT. MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME " MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING'DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-2543 530 538-7541 BUILD PERMIT NO. TELEPHONE NUMBER SICldflmf OF LOCAL AGENCY OFFICIAL DATE EXECUTIVE HOMES DEALER NAME (if not a dealer sale, write'NONE7) 92081 DEALER LICENSE N0. FLEETWOOD HOMES 2003 SUNCREST MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER CAFL 317A/B 27068-SC13 51'X26'8" PFS0835473/4 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REALPROPERTYLEGALDESCRIPTION ASSESSORS PARCEL NUMBER AP # 065-320-020 SEE ATTACHED NCD FORM 433(A) REV. R/91 Order No 305166 EXHIBIT "ONE" Lot 96, as shown on that. certain Map entitled, "Paradise Pines Mobile Home Estates Unit No. 1 ", filed in the Office of the County Recorder of Butte County, California, on April 10, 1970, in Book 35, of Maps, at Page(s) 65, 66, 67.end 68. EXCEPTING and RESERVING THEREFROM: All of the valuable minerals beneath the surface of the said lands, with the right to mine and extract said minerals, it being agreed and understood that in all mining operations the surface of said lands will be protected against damage; and that all such mining shall be carried on from tunnels, shafts or drifts 'having their orifices outside of the surface area of the above described realty. Assessor's Parcel No: 065-320-020 2 ,y qg r' 'ro„ � r �d � "f Vit' 4�"°'' �n :�e 3t� Y �•"'�`� i` a... . O :CsERTIFIATF OCANC�y „� t� ?� �.,,� t 10 LI 2 Y:Yk��s3kL.fli�� 8�., _ - R�#i3k. '`. BUILDING PERMIT NUMBER: 03-2543 Address or location of unit: 14812 GOLDCONE WAY, MAGALIA CA 95954 Legal Description of Real Property:' AP #'065=320-020 g P SEE ATTACHED W Mobilehome/Manufactured Home Commercial Coach'-, Has been affixed to the real property above. by installation on a_ foundation system pursuant to Health and Safety Code Section 18551-. Owner's name: STEVE BAUMANN AND TERRI BAUMANN Owner's address:, 14943 SKYWAY MAGALIA•CA 95954 INSIGNIA OR HUD'NUMBER: PFS0835473/4 SERIAL NUMBER OR V.I.N.: CAFL 317AB 27068-SC13 MANUFACTURER'SNAME: FLEETWOOD HOMES YEAR:2003 ' OFFICIAL APPROVING INSTALLATION. ". -- DATE: PHONE: (530) 538-7541 - H.C:D. 513C FILE No.872 11/18 '03 AM 08:16 lD:EKECUT|VE HOMES FAX:530 881 8753 PAGE 1 / SIAIF or CALWORNIA NUMBER: T OF ORIGIN -ill CEITTIFICA'I CA RO BOX 1308 101y) I INA: Wl IHV[ 141011Y I.Jil'011UR vzNuoaoIuT moozGamo i., Fzmumnm _ _ � - '_--.___�______~_______ 500 ALCI`)k --'^,z ' ��czr�''- 17002 nmrv"'vnn,N/iwc D m TRAmonouz�___ ______�_________'--_'__-________-_ .� /n~,no/fit? m*^E-!Iv P.O.BOX zr9� DURHAM_____!���_---����—''' -- - "000uuou '-� -1!4m wo"mo.w*`-mon (ill I It III I Alit w�np' . --' Cunc3z7u2mxo-�cz3 prnnu��^r��� __� ___ � _ � .-2 2��y� n»rT,317o270no'oc13 V8 4_ � }--_���_[_��o �]L-%3...4 4o nmrv"'vnn,N/iwc D m TRAmonouz�___ ______�_________'--_'__-________-_ .� /n~,no/fit? m*^E-!Iv P.O.BOX zr9� DURHAM_____!���_---����—''' -- - "000uuou '-� -1!4m wo"mo.w*`-mon FILE No.237 01/26 '04 PM 01:23 ID:EXECUTIVE HOMES 01/26/04 13:13 BIDWELL TITLE ► 530 B91 8753 RECORDING REQUESTED BY: l fecrow Itlo. 305166•WC Title Ord" No. 00306186 When Recordod Moll Document and Tao Strtament To: Mir. and Mrs. Steven A. Baumann 14943 SkYWpy Paradise, CA 95989 ®RANT DEEO FAX:530 891 8753 PAGE 2 N0.558 *F`002 IIIII�IUI��iIIpIIISIIIIIIIIN FM I TAIL 78. I I 101y1ee 1 9mge I of P Tho undersIgned grantorle) dealerels) Documentary transfer tact Is 418.15 I X - I computed on full value of property conveyed, or I ) computed on full value le8a value of Dena or erleumbraneea remaining at time of sale, [ I Unincorporated Area Clty of Unincorporated FOR A VALUABLE CONSIDERATION, receipt of which Is hereby aoknowl®AgAd. Betty F. Erickson, A bllldow hereby GRANT(S) to Steven A. Baumann and Terri D. Baumann, husband and wife r point tentnt0 the following dosodhed reel property In the City of Unincorporated Counter 61 Butte, State of California: SEE EXH1131T ONE ATTACKED HERETO AND MADE A PART HEREOF DATED: August 16, 2003 STATE OF CA FORNIA COU OF 0 before me, 0 ily appeared 1 r c nrt personally known to me lot �erov tom n th Of s®d acto evidence) to be the persons) whose nam®e) le gre au scribed to tete within Instrument and acknowledged to me that he/she/they executed the same In hie/harttheir authoefted ewscitylles), and that by hie/her/their ®Ignaturels) on the instrument the Person(a), or the entity upon behalf of which the person!®) acted, exeouted the Instrument. Witnoss my hand end official seal. Signature 1UgLTNPA5DALIN0 NOTARY Otl.9il6.cetXO sera 00MM-EXP. gip, �� MAIL TAX STATEMENTS AS DIRECTED ABOVE eQ24 2 1116v Well BRANT DIED FILE No.237 01/26 '04 PM 01:23 ID:EXECUTIVE HOMES 01,26/04 13:13 BIDWELL TITLE 4 530 691 8753 FAX:530 891 3753 PAGE 3 N0.558 P003, Lot 90, as shown on that certain Map entitled, "Par®diad Pines Mobil® Horna, (?states, Unit No. 11". flied In the Office of the County Rsoordar .of Butte County, California, on April 10, 1070, In Sook 36, of Moos, at P698(a) 68, 80, 07 and 88. EXCEPTING and RESERVING THEREFROM: All of the valuable miner®i® beneath the surface of the sold lands, with the right to min® and extraot sold minerals, It being agreed and understood that in all mining operation® the surface of said lands will be protected against damage, and that.all such mining shell be carried on from tunnels, ehafte or drifts having their orifices outside of the surface area of the above described realty.. Aas®ssor's Parcel No: 065-320-020 ------- --- --- --- vmar�� NAIVE• . � AN: _ 5 " D DATE: National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate Bws will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BNTs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BNTs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BNTs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of ,Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly I athered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan Building Permit Number: 6-3— 2!5V-3 Owner Name: Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required. Note: We will normally accept the following as compliance with the flood elevation requirements: L Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: Owner Name: PYA Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. , The following parcel map requirements shall be met: All structures and a qui ment including overhangs shall be clear of all ease_ ments. A setback ofd from the side and ' c feet from the rearproperty- ro ert lines ' p p y and 20 } feet (25. feet if Federal Aid Route) from the edge of the right of way shall be clear of structues and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation'to be designed by a California registered engineer or licensed architect. T y OPr STUDY r- ARCH Oi i ♦``------- SHELF/OPf. aHD 0ABLE ♦♦ DORMER i `♦♦ O _ M. _ O M, - MASTER ; LIVING ROOM `. BEDROOM #2 OPT. DEN BATH BATH BEDROOM 17_e"x1310" `♦♦ ta•2"x1o'-fo° /D� fa -2"x 1z'-fo• 1s'-0" X 12'-f0" i ♦ . • / VOL JY\\ DOORS _ - i OPr BArH OPT. CORNER BAY O 1'T. RECE55ED - - - - - - ENTRY- - Fleetwood Homes reserves the right -to change colors, prices, specifications, models, dimensions and materials without notice: Rendering and_diagrams-are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are -nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. SU/17/DECO2 -6" 14'-7" 10' -7j"5' -4'{'4F" 8 i O0 COPT OPf-1 12 1,-OPT-OPTI O i PT. ENTRY /LOCK 2O EGRESS MORNING ROOM 81.2 SQ.FT. O 30 8',;3* -Ce �LL L. ffio zC � W W W'n v N H � � O SAFETY - -'" '' DINING ROOM F/S RANGE SINK 102.4 SOFT. STEREO 4 5 RECEPT . KITCHEN �CIRC ... RErcn Ix!t 6Uv , Ii Q t 28OPT BEDROOM #1 1. 164.5 SQ.FT. ALJ OPT 30 7 r l� 10 6 6 t LIVING ROOM I, Z t 75.�Q.FT. C7 D � C 7_ BEDROOM #3 96 SQ.FT. OPT 28 4 HALL 5 28 i 28 F� yin BEDROOM 42 128 SQ.FT. 1 1 1 1 C� 2 1 2 E RY 2O EGRESS U i In O EGRESS 8'-8" 13'-4" �- %-� 18'-0" 10'-8" �. Z NOTES: 11'-0" 25'-4" --d ® 14'-4" 1) This. floor plan may be built as an exact 96' Sheorwall n mirror image about the length and/or width axis. 3 Joists & 2 Lags -j 2) Egress window(s) shown with less than 5.0 ft' vent w/ G—strap 'D area meet egress requirements through sash removal per ,t ' ' window manufacturing instructions. located on the window. 3) Receptacle shall not be installed within 30' of tub / shower space. ZC.(o�O Dt4 PERUXA7M 12K6 PrER I rt 30 LL 10#D. FROM FROM MAX. HT. 1111 TLl 0'-0' O'—d' 04100; 1 8 1 6'-4' 32 O RECEPT.(SEE ELECT.SPECS.) swITCH Q LIGHT FIXTURE O THERMOSTAT ® EXHAUST ec CEILING FAN ® HUSH — SMOKE DETECTOR ® DOOR BELL TRANS. ® ELECT. PNL BOX 0 5X10 AIR REG. AIR SUPPLY ® CEILING REGISTER p sHEARwALL O SUPPORT POST RAQ�RETURN AIR GRILL �\ WQQDLAND # 17 FLOOR PLAN �' OF 1 46"X58" V. SLIDER 15. 7 A 36 X80 HOUSE - - 6"X58" V. SLIDER 11.6 5.8 B 32 X80 BLANK 4.8 - J � z 10'-3• 10'-5'.i 9300 2 9 15'-6- 8 31'-4' 31'-6'' 9400 3 8 15'-8' 8 W o 8 F 41'-9' 41'-11 j 5900 4 B 9'-10- 6 W 5 W 50 8, 51'_O-� 3500 5 B 5-4. 32 = • Wicates 2- Bening is RegtkW APPROVED PFS Corporation Madison - 4 4116/03 HUD Manufactured Home Construction & Safety Standard Submittal #: 15-03-4534 NQ- R17F DESCRIPTION GLAZ VENT NOt SIZE DESCRIPTION GIAZ VENT o Z (wj Lv J O RECEPT.(SEE ELECT.SPECS.) swITCH Q LIGHT FIXTURE O THERMOSTAT ® EXHAUST ec CEILING FAN ® HUSH — SMOKE DETECTOR ® DOOR BELL TRANS. ® ELECT. PNL BOX 0 5X10 AIR REG. AIR SUPPLY ® CEILING REGISTER p sHEARwALL O SUPPORT POST RAQ�RETURN AIR GRILL �\ WQQDLAND # 17 FLOOR PLAN �' OF 1 46"X58" V. SLIDER 15. 7 A 36 X80 HOUSE - - 6"X58" V. SLIDER 11.6 5.8 B 32 X80 BLANK 4.8 - 3 46"X40" H. SLIDER 9.7 5.2 8 72"X80" SGD SAFETY 32.617.4 MEL A 13-4x50'-8 wooEL SUNCREST 45138 �y C 11 30 X58' V. SLIDER 9.4 4.8 4/2/03--- B: -13'--:4'x-'50'-8 ' 12 3 "X40" H 3.2 ' NTS OLKA i A. vwuCr s ivamex , )—tig 1)4 et— — I „ ,... YJ 2. Assessor's Parcel Number: 3. Installer's Name&on c n �-I—�` J n F% — � 4. Is the site under er permit? Yes . [ ] No",'—p ennit No. 5. Is the site an existing site? Yes[ ] No f 1'r(If yes, furnish two plot) lans . P 6. What is the electrical rating of the mobilehome?__amperes. 7. What is the mobilehome site circuit breaker rating? i Dv Amperes. 8. What is the electrical rating of the mobilehome site? —2--ao 9. Is the main service remote from the mobilehome site? the rating? Amperes. Yes[ ] No[ -(] If it is, what is 10. Is there any other electric load to be served by tlle mobilehome site electric se (i.e. well, garage etc.)? Yes[ ] NoIf ize: Ifyes, please identify the load and srv�ce a) The mobile home site: Load- b)Amperes- The main service: Load A nperes- 11. Type of gas service at mobilehome site: Natural[ ] Propane None[ ] 12. Size of as M pipe at the mobilehome tank: 3 site from inches. the meter or 13. What is the gas pipe length lengfrom the meter or to _ nk to the mobilehome? 12 (ft.). 14. What is the mobilehome gas demand? wl -A*(This information is not required if the pipe len tl� i B•T.U.* less than 50 feet on propane). g s less than 6 feet on natural gas or I a May 1995 PROCESS THIS PERMIT APPLICATION 8.5 :.r .::. .........:....:...........................�................F:,D................4.M......0.•:•:>slL/!E��t:::t:;t.�:s«:::c<:z;,. :.•a::.:r..r:: •::::.�::::. :;tf•:«: �:;•:Si.w:Ci�:x<ar::.:;o:ww:ai::%.,:,..££•:::r:::o-�::••::>::6;i,;::;>:z::: i Iblobilellonle Manufacturer: (eC�W- � Manufacture Year:-' If other than single wide, furnish .Setup Model Number: Width2VV(ft.) Length: �g��tt.) Tagalong or Expando Size -.__._(ft, -x On all mobilehonies manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[1] :011ier:_ SUPPORTS: Concrete block[ ) Other: Provide Tie Down Specifications for all Mobilelionles: Pier Footings Sizes an!1 Location SINGLE, WIDE MIIL.TI-wlnR Line I 4—Line I Line 2 Line 2 ................................................................................................. Main Bams Line2 ► ......................... a....................... e ............................................... Lune 1 Line 2 ► 4— Line 3 Line 2 Alain Beams ................................................................................................ Line 2 Line 1 Tag or Triple Ane 4 �--Line 1 I Line I Piers: Size minimum: Spacing maximum: From ends-maxilnlln . ) p Line 2 Piers: Size minimum: [�'z ] x Spacing maximum: 6 o From ends-maximuni-L. I ` o Line I Opeuiugs Size fill ninB.un: x ]" Each side of openings with width over: ` Line 4 Piers: Size mininnum: i ] x [ A. Spacing maximum: " From ends-maximuun: ` Line 3 Roof Loads: Size minimum -4*A wso M%C'?0 yx3o 314 Z`1x3o - - — Location (from fro lit): —r Line 5 Roof Loads: Size minililunn: Location (from front): 0Viit1.1 ALL STRUCTURES AND EQUIPMENT INCLUDING. - OVERHANGS SHALL BE CLEAR OF ALL EASEMENTS. d A SET BACK OF _A2bWFT,,*ROM THE SIDE AND 10 F -T. FROMi THE. REAR PROPERTY LINES AND SHALL BE LEA FROM THE ROAD CENTERLiNE -EXCEP", A of ASID EQUIPMENT CF STRUCTURES A COR A 2 Fr. EAVE OVERHANG. NOTE: See the attached R M, Nidgnl�C�llr �jn Rgqui_rements 12- �Pages LJ 11 REVIEWED IB3.� BUTTE CO. FIRE D - !IPT. CALIF. DEPT. of FORESTRY ❑ approved as submitted approved with condi i ions Der Ittached sh , t. rate LgZ o0 vte -1c. 56e_ cro sie*-\ con4,yt I p la4-) � � 'nl-)u, ate. 6e0s',`5a0- 0 :3 - z 54 m c- - r3LI17E COUN 1"i i-IUILDING DEPARTMEN,," 4 P P R 0 V E -� 0 td-0_.ufk-4_- ;>a ""Y-0 CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius IN 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves. of 50-100 feet radius; 2 feet to those from 100- 200 feet. IN 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 fr . zD AP# PERMIT# NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall ,be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [XJ 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. IN 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel .Modification 1276.01 Setback for Structure Defensible Space [ J 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. (� 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. bq, 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction; of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 �S- 32-0- 2, AP# PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof and Enclosed Eaves If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D. - Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 . VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION PAGE 1;VUMBER INTRODUCTION PIER HEIGHTS 3 GENERAL INSTALLATION 4 SET-UP INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS WIND ZONE I - SINGLE SECTION 10 - SINGLE V -DRIVE 11 - METAL PIER 12 - DOUBLE SECTION 13 - TRIPLE SECTION 14 WIND ZONE' II - SINGLE SECTION 15 - DOUBLE SECTION 16 - TRIPLE SECTION 17 5 & 5a 6 7, 7A, 7B & 7C 8&9 SOIL CLASSIFICATION 18 COMPONENT PARTS AVAILABLE UPON REQUEST ©-3- 3S4 3 BUTTE: COON i -t ' UILDING DEPA�P�'MEN"'- PROVE Foundation System Goa ao' 0 <2- Ll-" W) CL,?Pk � Q'- �f" *- 0(05 3 �0 c) Release Date 8/13/2001 Engineer Approval -- y ° 24a1 �. 25070 IiEALTH AJTae 'ia p1 tssst SUBJECT TO CO::_•; iCTIONS NTOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIJ,-:S State of Califomia Depanment of Housing and Community Deveaepr,!cZFI,CODFS nt AND STANDARDS Date 9_ No. —1 / — / 9— Plan Approval Expir a 9 — / O D For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Dawn 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. Sig ma_nui tures Home Installation Manual for other pier & anchorins NQuiL m nt . The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of horse. • 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 it., 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. c Page 2 California ®/2001 56 ma Maximum Pier Height (Wind Zones I & II only) Figure 7 ThE Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must. be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. ThE use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 i ma; Unequal Pier Heights ( Wind Zones I & II only) rigure 2 6 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 of state. Check with the most recent reculations in your state. t Page 3 California /2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8&9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of he 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 fol ow instructions printed ori 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 ve:tor 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 ar= 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. Page 4 California 001 Set -Up instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) \ - 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 44, 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. I:A.. 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. Page 5 California 11i44001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) A/� 0 0 dr Ir ,v Long U -Bolts 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member be -.ween blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- sice of pads. D 0 0.^ dr Jr y 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a California N12001 Vector Dynamics Metal Pig For -netal piers, place the piers in the center of the Vector pads. Set the single 04 or two 2x4's through the piers, centered in the U -bolts, so that the boaid(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down' as sho,vn in drawing. Metal piers using die Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (!159043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System Installation: for rocky soil conditions V -Drive anchors are used only with Zone I, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section horses in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap wi'h hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inchesQ9_Q the anchor head to allow at least five wraps around the slotted bolt. Continue lightening strap until all slack is out.and strap is tight. Page 6 California �K2-001 Vector Dynamics Foundation Systems ector namics Component Farts List Y Y �� Vector System 2000 ® ® !r� Kit # 59018 ° o Single piece pads with straps 0 0 and slotted bolts Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 _ e 4 Vector System e Kit # 59007 Part #'s included: 59275, 59282, 59276, 830442 & 10999 Concrete Vector System o - Kit # 59008 (for single stack blocks) Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 _ — ltftzl I 0 0 e a Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Concrete Vector System Kit # 59006 (for double stack blocks) Page 7 California Vector Dynamics Foundation systems Component Parts List e Part #'s included: 59281, 59288,10925, 59232 & 83044z Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043 Or these products available at your local hardware store <e `cea�edl ssU Qot1ea4yalP�e I 2 e-a- AOQ�GQ Qe A Scre�u\e Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) V Drive Anchor Kit Kit # 59287 (for use with I(it#59007 only) A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type 1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on label attached to the wood when purchased. c Page.7A California /2001 Vector Dynamics Individual Component Parts Detail 1� e ° ° e Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625" x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete `Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" Vector Dynamics Tension Link \, �•' Slotted Bolt Part # 59282 Part # 59135 6.25" x 2.52" x 3" �A. 3" x 5/8" Vector 2000 Tension Link Long U -Bolt w/Nuts & Washers Part # 59288 Part # 83044Z 2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor ® 2 Short U -Bolt w/Nuts & Washers Part # 10530 Part # 10999 3/8" X 3-1/2" 3/8" x 3" (16 Threads Per Inch) Page 713 Californi 1 Protecto-Strap Carriage Bolt w/Nut & Washer e Part #59276 p Pard # 10925 6.3" x 3.3" x 7/8" ® 112" X 2-112" Strap Protectors �� ProtectoStrap a Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"-16 x 4.5" Page 7C Californi TIE DOWN ,.'-INEERING xi Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160 42' Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 59170 600' Part # Length 59732 12' p 59734 14' o-. 59736 16' Frame Tie w/Hook ° ° 8 R. P/N 59195 Earth Anchors 10 ft. P/N 59210 0 12 ft. P/N 59211 Longer Lengths Available 0 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth Anchor Stabilizer V -Drive Head =i"« -i ;.;; 12" wide Part #59269 'ii:• ':;; ;` Black Paint: Part #59292 =r.-• > ;'<:; Galvanized: Part #59294 E3. e o Drive Rods 0 Part #59113 Page 7C Californi TIE DOWN ,.'-INEERING xi Vector Dynamics system for Concrete Applications Instructions for Vector Kit # sector 5 9008 (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 rninimurn of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its, full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (gals. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. Tile upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One Vector pa for concret( Wood Cap and wedge Outside Tension Bracket Wedge 8/2001 Concrete footer Page 8 California Vector Dynamics System. for Concrete /applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit ##59006 (for single or double stack blocks) Page 2 of 2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is.2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at.least five turns on the slotted bolts. Illustration Two I � ' Vectorp ad Q_ �t �e\ o'��`°fie' for s _ - concrete Inside Tie Bracket - 1 1 1' Concrete Compression . 1 f boards U -bolt Page 9 9 California 6/2001 WIND ?DNJE I - --:.-- Vector Dynamics Systems Required for SingleSection Homes (Materials Required) I , tion h° Servs' I , °Fa�2ratspginme°cs�a�la�io�n'anua, )no n s mu I. 3t% be to d spacing 1 a I CD O v WIND ZONE I o (not to scale) nt' 00 ^ N 0 2 sq. ft. padj C " 34 1� NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, 8 48 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 ' Each Vector Foundation System requires Y One \,bctor Kit, 2 slotted bolts Y 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min, break), Y 1 ea. 4 x 4 pressure treated wood compression member Y or 2 ea. 2 x 4 pressure treated wood compression member Y 0 IO 72' 3 2 73 t0 90 q 3 Anchor and stabilizer plate combination of I ea. 3-1/2 or 4 nominal SCH 40 PVC p pe compression member Y or 1 TDE adjustable steel strut Vector Dynamics Systems Required Single Section Homes Difficult Soil Conditions - - le Secvec o<oqe s�a�uat guidelines mP1e ofs 97 elate p game°�stallakton -=-----T-' 111u�aadspac�9mu51b 10 ' ' ads an- ; Found ,� _.'-_;-'"- �•� Y�. .. n CD O 3 N CD 9 V -Drive anchors are used only in WIND ZONE I (not to scale) - :: 3"`a. ZIdMy'.�•a j4 ft. max' °.c C. Anchors Required / NOTE: s s Vector Systems be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home rnaahctuiers' ilstalation Per Side ' Instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel 0 to 72' compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: Anchors Required': 1,000 PSF minimum "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Anchors Required mien using -v'-Wive Anchors Each Vector Foundation System requires Required Per Side ' • 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), 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 0 to 72' 3 31 73' to 90' 4 4 _ compression member only) .or 1 TDE adjustable steel strut V" Drive r\ichor, Part Number S92692 ea. 2x4 pressure treated wood for •V' Drive Anchor connection. 2 Sq. ft. Pad Note: PVC pipe cannot be substituted for wood on the -V- Drive Anchor connections. �nE DOWN rawruauc- C7 v 0 u Metal Pier Sets ZONE I ' Vector Dynamics -Systems Required for Single Section Homes Up to 72 ft. (Materials Required) _ - "::. -' sectiec,o s anUa1 g�detines " - 'for V »on n' - _1e of a �� taf s,3r,%0(3 e lnstafla EXamP hows 9e st be to ° 1flustratiOnsPa°tn9 mu ds and - dat'jon 93 FonZI i ZONE 0:5- N �2 sq. ft. padr C 9 Soil Classifications: 2, 3, 4A, & 48 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: -3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73' to 90' 4 3 mr]LI,Ur dna staoinzer plate combination 'NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. TIE DOWN a ti 0 0 Vector for WIND LUNE r e Se�tiO 1 sy gems' 9 Dynamics Systems Required - _ - - - , " u Double Section Homes _ - - " " " �k bi s,a` nua 2 d� ac;n9 tOr ve11a\;on ma - ` (Materials Requiredl - - - " - EXamPi rows genst be h me " e �o 0 111us1rat' d spa°1n9 mu ds n ounda�l - - ' -J _ 2 tk max• tyP' , 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. pads, must be consistent with home manufacturers' Installation inZuctiorts and/or state requirements. Soil Classifications: Soil Bearing Capacity: Anchors Required: 2, 3. 4A, & 48 1,000 PSF minimum 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 DAWN T ,v (D A n ty �A 5J tV O O WIND ZONE -1 Vector DynamicsSystemsRe, for Multi Section Homes (Materials Required) Soil Classifications: 2. 3. 4A, 8 48 Soil Bearinq Caoacily: 1.000 PSF minimum juired _ _ - - Shur 5 1o�Vec °��Yman ar gu�derin � i � home ' nsrallalro ` Y. S1ro-5 9 u5l be 10 _ �111usrrana ds a Spacing Rr i ` ` dauOn pa i f oun r h0 \ `� WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or • Is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pat? 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 TOE adjustable steel strut DDINN 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 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or • Is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pat? 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 TOE adjustable steel strut DDINN WIND ZONE II (Hurricane) - Vector Dynamics Systems Required - - for Single Section Homes - (Materials Required} -: - - " - " " - 1e sect" ec o °y ten's guidelines o{ a 72 I,t X(19 mens aitatlon m 1 EXamPleoW s genet be to hO5\1 I ' " - " tttustrationspacin9 n`us - - = - - - I ds and ' I dation pa Foun - - CC cD "NOTE: For single section homes 2 tt.max typ with eaves that exceed 6 inches " - I in Zone 2, two additional frame tie anchors with stabilizer plates "i (one anchor and one plate per side) must be installed -in additon to the number of anchors listed in the chart below. Maximum allowable working drag load for the Vector System with the steel Soil Classifications: 2, 3, 4A, & 46 compression strut Is 3,150 pounds per Soil Bearing Capacity: 1,000 PSF minimum the K2 Engineering test report. Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. C7 iv - WIND ZONE II (not to scale) CD 7 ` I co t!� 2 sq. ft. pad Home Length Vector Systems Required Anchors Required Eaves 6" or less Eaves over 6" less than or equal to 12" 0to48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 I 8 9 Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires One Vector Kit, 2 slotted bolls 2 ea. 1-1/4 in. ties• length will vary with pier height (4725 Ib. min. break). 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2•' or 4• nominal SCH 40 PVC pipe compression membe or 1 TIDE adjustable steel Strut ' r N CLQ CD rn C� v O AV CO N 0 0 WIND ZONE II Vector Dynamics Systems Required - _ _ _ - - e for Double_ Section Homes _ _ _ - - ' " ck;o0 ho Stems �tdetine5,l uble Sot Vectoc nY�an�at 9 (Materials Required) do _ _ _ - - - - " f a �2 lk 1 o clog lostallat`O EXaf.nq olds 9e s� be to home o. -' dsao F _ I - I ♦ l - - I I �.: Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Soil Classifications: Soil Bearing Capacity: Anchors Required': 2, 3, 4A, & 48 1,000 PSF minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side ' 0 to 48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 8 Each Vector Foundation System requires One Vector Kit, 2 slotted 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 TOE adjustable steel Strut WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) 0 v O 0) N O O Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 o4Roto o^y51ems. r^ aguidelines' . ♦I ♦ ` ` \ manu I• ♦ I �%yl«pl s 9e elal too h°me n sbo'N us\ be - ♦ I ♦ ♦ _ - - llUusuatd sPaO'n9 n ♦ ` I ` Foundat1On Pads an ♦ ♦ 1 ♦ .. I i � I ♦ I ♦ ♦ t I � ♦ I NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. sq. ft. pad Soil Bearinq Caoacitv: 1 nrin Pc-;: Home Length Vector Systems Required 'Anchors Required Per Side Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: 'Anchors Required: 3/4- x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. lies (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TOE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 4B, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays Loose to medium dense 14-23 275-349 in. lbs E4B4A sands, firm to stiff clays 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 v� Page 18 California 8/2001 NOTES RESIDENTIAL PERMIT NO. - 065-320-020 03-2543` BAUMAN, STEVE & TERRI IWY,p''VGOLDCONE WAY, MAGALIA Cont: EXECUTIVE HOMES I�TEW MH PERM FND 67f/- &4C b-7 -d-1 bit SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY aP bac c ros)a✓1 can+" 1 10(ten USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER f:_.COPY O . 1 S pate G Meter By pate ek __TFtIC Meter 6Y ` JOB FINALED (Date) Z Signature-- V"O I r G 4 67f/- &4C b-7 -d-1 bit SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY aP bac c ros)a✓1 can+" 1 10(ten USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER f:_.COPY O . 1 S pate G Meter By pate ek __TFtIC Meter 6Y ` JOB FINALED (Date) Z Signature-- V"O J=OK 0 = WtGK . = NotReadyabte MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 2. Soils; Special MH Support Sketch Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 3. Sewer; Location -Test -Fall -C/0 -Concrete Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 4. Water; Location -Test -Easement Needed (Sketch) Carports; Windows -Doors 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Electric 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 7. Well Clearance & Disconnect Siding; Nailing -Veneer -Stucco -Mesh 8. Utility Clearance Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. 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/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. 52Lking {, I '3q 40oGgw, MH Test -Demand -Valve ✓ U A { lectricity; MH Test g:.*.-_ N' 6. Water; MH Test 7. Water and Sewer nected 8. Ga2 and Ele&jaeffy Tagged V --Kits / 10. L ense Decals 1 erify #'s with Office Date tit, oyCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 CA FL31�AZl 06�--SCt 3 I_C>,� el PFS Fr35y73 O-� 91,7 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels ( Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater j 8. i Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Date 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Date 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Date 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 52. Garage Fire Protection Framing -RC Channel 5. Stemwalls, Main; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 6a. Hold Downs and Special Anchors Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 7. Slab, Steel -Wrapped Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 8. Piers -Fireplace Ftp. -Steel Siding -Nailing Veneer 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Glazing Area -Glass Protection -Skylights -Plastic 11. Water Pipe; Test -Anchors -Regulator -Service Test Shear Walls; Nailing -Bolts 12. Electric Underground Brace Interior/Exterior Wall Panels 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation , Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection _ 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access Date 21. Test Tub & Shower, Second Floor -Tub Access Date 22. Gas PIDe: Sixe & Anchors Date FRAMING (Continued) 23. Fire Sprinkler; Test Hangers -Post Caps -Anchors -Connectors 48. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 52. Garage Fire Protection Framing -RC Channel 24. Fixture & Transformer Clearance -Ins. Protection Property Line Firewall & Openings 25. Elec. Receptacles Spacing -Lights & Switches at Doors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 26. Size Boxes & No. of Conductors Stapled Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 27. Romex Installed Close to Edge of Studs & C.J. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Siding -Nailing Veneer 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Glazing Area -Glass Protection -Skylights -Plastic 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes 0 No Shear Walls; Nailing -Bolts 32. Service -Riser Conductors & Ground Main Disconnect Brace Interior/Exterior Wall Panels 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 76. A.C. Duct in Garage -Damper Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade _ 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Following Instld./Ddve 0 Yes 0 No/Walks 0 Yes O No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/0 to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: .+� ,.... '!, r�•s- . •-+'.4.2cs}.'��',P�Sr�`�iyr.��r�R-R.•�.`.+� �.-"".....+Y�tf�.ti�er'.l'SGL++i-'ivi%a.r°1...�F'�t^-i•s+n:�.-. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES p 411 Main Street - Chico, CA - (530) 891-2751 i;- 7 County Center Drive - Oroville, CA - (530) 538-7541 €: CORRECTION NOTICE AAL 03: OWNER PERMIT NO. fey, F` A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is r completed. C you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. F. E z COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 County Center DriveOroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 065-320-020 ZONING rt -1 BUILDING PERMIT OWNER BAUMANN STEVE & T@t't=i TELEPHONE 873-6654 SO, FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 14943 SKYWAY MAGALIA 95954 1350 R 729900.00 CONTRACTOR'S NAME EXECUTIVE HOLES TELEPHONE 891-6992 CONTRACTORS MAILING ADDRESS 3042 ESPLANADE CHICO 95973 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE N0. -Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 259.00 Plan Checkin Fee $ 23.00 BUILDINGADD s i GOLDCONE W.MAGALIA95954$ Energy Plan Checking Fee $ PERMIT FEE $ 302.00 LOT NO. SUBDIVISIONS NAME 9d p.p.rnhp #1_ _ PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IR Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 96'82X50'82 .��91:1 foundation Gas piping system 1 - 5 outlets 15.00 .0 Building sewer 15.00 19.00 Mobile Home S G W @20.00 PERMIT FEE $ 65.00 SNOW LOAD: 2500-3000 ft FLODD:X,04000 SRA ELECTRICAL PERMIT I Filing Feel 20.00 Main Service 200, OR LESS 1 23.001 23.UU 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 i full fgr�9-fid effect. / -• License Class & - �-/ / Lic. No. (9 /�(� (� OWNER -BUILDER DECLARATION 1 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 46.00NEW CONST. DWELLING OCCUR OR ADDNS. & ACC. BLDS. sD 3.5¢FT: HON-R.,D ' MULTI-OUTLEr @7,50 POr APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES B4L @ .50 Ex. Occup. °"DA R� .°ERA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.0 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 performanceof the work for which this permit is issued. have and will maintain workers' compensation insurance, as required by Section 700 of the r Code, for the performance of work for which this pe mit is Is ed. My work com ens�tion ins rrier an policy u r it' Carrier Policy Number r (The above sections neifd4%Me-e6mKetd4d Wthe 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' cSpWinsation provisions of section 3700 of the Labor Code, I shall forthwith om y with those r isions. X Date /�� _ Si -aturlg of Applicant - ❑ Owner ❑ Contractor gent An OSHA permit is required for excavations over 60" d ep 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 OTAL FEE $ 0 HAZ ___ D IMP FLOOD X CDP p CEL / HD ISS 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. ate fill 7G p e ReceiptNo. `� WHITE-D.D.S.-B.D. CANARY -ASSES OR PINK-INSPE O GOLDENROD -APPLICANT ry � A *'�:.a .�....t,,�„r �'".-;;. .J ..-.!1 .�-... :+' _-��Ygfj-$:-•� Y'P �T��''-i ,'�'ft .�.. �.� 1 ,,�•;t•^., .. H, s ^y, �. .� IaiT� r.. COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIO °` `� z• ;,�,: 7 County Center Drive, Oroville,.-CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT; APPLICATION. DATA SHEET OWNER: {�(, ASSESSOR PARCEL NUMBER ! �(/"S - 3 2 0 .6� Ll Proposed Building Use:n `PCJ Yf� Counter Technician: �Date: D" 2 LG.S Items required in order to apply for a, permit. All boxes MUST tie checked OR marked NA in order to apply. Td 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance desig and supporting documentation in d plicate. �--� --06. Manufactured homes:pData sheets andinstallation inst,10Marriage line info, (C) Floor Plan, (PyTie down or fnd" ply. all in duplicate. 0-7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and talcs in triplicate, (C) Elevations in triplicate. (D) Floor pla67ifft'rlpllcate. 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. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate.... ❑ 9. Site 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 ........ :.............................................. V❑ 13. Fire Sprinklers....................................................................... 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner ❑ 15. Other Date Received By ...................... Sent by N/A t e ining items needed to issue the permit. (May require additional plan review upon rete' t of the following iteqt s.) s as shown on the attached Schedule of Fees Due Sheet ....................................... 4� 7. Statement of Intent for Non -heated and A/C Buildings ...........................................: 8. Sanitation and site plan approval from the Environmental Health Dep rtment in ; C�) 9. City of Chico Plumbing permit ................................................ " r California Department of Forestry pl n approval O'paid. Sent by. . ............. 21. Planning approval for (A) Use: C)�(B)Parking: (C) Parcel Check: )1- -®- ❑, 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... fig) 23. NPDES Form............................................................................................. /IN 24. Encroachment Permit for driveway from the Public Works Dept ................................. 1--11-03 M45 ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ;• ❑ 28.1 Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... 1. Manufactured home utility clearance............................................................... ❑ 32. Exis ' g violations an /or expired permits..............�..................................... ❑ 33. Grant Deed, t�H. Title/Statement of Facts, C�7Letter from Legal Owner, Check to H.C.D. $ �•`v ❑ 34. Other: When issued Telephone `' C C and hold for pickup. ejlo5iah l lash Y1eedecP re_ Applicant: ft OR Date: O' �° 1. Index p i ap ication for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ couIpKr, by Date: Contractor, designer, own as dvised of the abeq� data by _❑ phone, ❑mail, ❑counter, by Date: Plans reviewed by: KDate: e _ Plans approved by: Date:- 0 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: I have been informed ofybjbove items and. requirements for obtaining a building permit. Yellow: Building Division app m7l g -t9-03 VnL E.H. usE O r Piot Plea Attached Roar Plan Attached Sona to G.D. � TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 0 ng ALA er Location ? AP# Plan Approved fo : Sewage DisposalWater pPly' Public/_ Cle:3rance ford welling. Other U I �n Ij- Ar, VI.Z��� - Private Well Holo final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER nn ( i A.P. # A;0 PROPROSED BUILDING USE rn /+ ecru ;7(11� DATE '30"42 1-63 RECEIPT # DATE REC, BUILDING PERMIT FEES B (`� L BUIL Balance Due ..................... $ � / . --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... / 2. SCHOOL DISTRICT FEES ia /S'P l�n 4�1' 6_ !3. paid at School District Office) (form available after Plan Check�'1�1�V1 -}0 Q(uA$r SHERIFF FEES (paid at Building Divisi 1 Residential............$360.00 =���U' Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. INSPECTION AND PLAN CHECK FEE C111-1 .id at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10.OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plNecking procese.) _ APPLICANT DATE 4-1 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) Y 9 `6 i 4 Y r!1 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ( (��1 S Pi In l_'Sr Ar/1 "D/ 'S Building Department No. 63 —Q '15 k� A.P. Number �)5-.�n 'C /�Q Jurisdiction: City County Property Owner 7?670YYV-2 n n , �Vr� / E� ((1 ' Property Location/Address ��It� Orr,'P l .V 4-1 1 U CIa'�C{� Subdivision Lot No. �t................................................................................................................... Residential Development Sq. Footage /350 No of Living Mobile Home Addition/ *Supplemental to (Group R) { Units Installation Conversion Permit # *(No foundation inspection): CommerciaYl ndustrial (Street (City) Sq. Footage (Including Exterior Roofed Areas) Date (Floor rPlans /rgviewed by School District Personnel) NO K.J./ School District certifies that f (Applicant) x Zf 1- to (Phone Number) has complied with the requirements.of Resolution No. representing lV square feet. District Representative Paid by Check # Remarks: (State) by payment of $ AB 2926 $ i FULL MITIGATION $ 9 Date Notice: You may protest the imposition of the fees identified above by submitring a written protest to the District, in compf;ance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequert to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applscant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ,' 7 County Center Drive ° Oroville, California 35M • Telephone (530) 538-7541/; oil C 2196) APPLICATION AND PERMIT (6 SSoRPAACBNJYBFR ZO N'O k-r'_ n BUILDING PERMIT Nos — r TEIFPMONE I' SO. FT. OCC. BUILDING VALUATION ERS US&M ,D ata TELEPHONE RS NUDE TARS ADDPZSX- -7 N Fireplace ° "D°"�' Total Valuation S ° ucExsE N° Frtin Fee S 2 0.0 0 OR E» J Permit Fee 'OR ENOWEERS wwHc ►DDREss Ptah Chackiria Fee s o l Energy Plan Checking Fee S in 6 s MCL P$J6S rvI iq_ PERMIT FEE S SUBONIC�W NOLI� P�c�. MAP PLUMBING PERMIT Ficin Fee 20.00 iq '_�:_� Each Tr USEOFSTRUCTURE Solar or heat pump water heater 23.00 15.00 p -06Water piping Duplex /s "•' cp�fr Each es water heater or vent1ESD TYPE OF WORK Gas in m t - 5 outlets i / ew GY Addil;on 13mUTr6 Remodel ❑ es 13Instaratim D 011ier ❑ Buhfmg sewer 15.00 / •'' Q+ // �� fJbbie Home S G W @20.00 escribe Work: Z& / -R'ft r X / r 1j1Ci I�YI_L�� Q °�©(Ayl (�• l s� PERMIT FEE s ELECTRICAL PERMITRGng Fee 20.00 Main Service may, oa 2LES53.DD i% Main Service zap. TO +°ow 46.00 rt� CONST: ray s+n omm. OR saws OR ( s ,gee. mss. .� Rsuuwun.ET @7.50 a Oca J .r m �.m 11•'� � OUTLET OR FLCitRtES BOL V1� , Ex. Occup. re 5.00 Temporary Service 23.00 Gam' Moble Home Facilities 20.00 % 1 Mise. Wiring 23.00 PERMIT FEEs1k X s S��%?7- ; MgECHANICA.L PERMIT Filing Fee 20.00 Heat'm Coorm OHood s.SD VeniOation PERMIT FEt S Wobls Home Installation Fee 5 Energy Inspection Fee s Ttu;�� I 1 wic CONn. Type TO AL FEE $ L9 FLOOD CID This permit is here y issued under the applicable provisions vy%�� of the Butte County Code and/or Resolutions to do work �� ��11 V indicated above for which fees have been paid. �11 Vs BDate y PERMIT EXPIRES ON 03-7-54' ENCROACHMENT PERMIT ml" County of Butte Department of Public Works 7'Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/publieworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530 538-7157 Ext. 2016 Permit NumberQ 03 / 1 c I E District "� J ,` I ,S'-fg'P S71FR-41 APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment perndt to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Apicant's Nc J� l a. Company Name: 2. Address: ,S4 c;rsame: '— .4 3. Phone: 1 4. Assessor'sParpel liumber: 5. Location of Wort to be Done / , "� % up 6. Applicant: i a 7. Date: i C� CONTRACTOR'S INFORMATION 8. Contractor's Name t Vp L 9. Address i > 7 / � 3 10. Phone: � _ 11. ax: � I •��w� 12. Contractor's License Number: 13. Certificate of Insurance: Yes No: ❑ 14. Contractor's Signature 14a. Date Signed: 15. Authorized Agent: TYPE OF WORKTO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): , 18.Other: PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, emvssion is hereby granted. 19. Conditions r�+ dr, ec� o GX/Str7 ; ro c.L a MVe ;fb I A G ro WS G czl o to-proper-�V 11,he } Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. ® All work shall conform to accompanying: Detail K Plans ❑ Special Conditions 21. Date Issued ! Q3 22. Expiration Date:p !, O 23 Surety: Fes Mike Crump, Director of Public Works yy. ** Note: If permits are faxed to any number besides (530) 538-4356, they can be delayed up to one wdek. Page 1 of 2 General Conditions — See Page 2 0 0 Sl. ncrest Series Model 45138. 3 Bedrooms • 2 Baths • 1,350 Square Feet Butte county .Envi n Health M� i ature� _ 2 a0 --b0 501_8,. OPr. 5.6.D. ENTRY - oPr. BArfi . OPT* CORNER BAY TLi OPT. RECESSED = _ — — -- _- ENTRY Fleetwood Homes reserves the right to change colors, prices,-specrticetioils, models, dlmenslons and rnal,udals wlttruul nutlue. Rwiduihiy wid Jiayrarcr9 are rleant to be mpreoentatero and; in trooping with Flsetwond's pgBry of rnnstent . updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall,, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. SU/17/DECA2 Environmental Health AUG 202003 a�i� Crs Il!.�ii MEMk REM � M i .ij d/pmmB® �mpm�m■L / r Ip/ mmmpmp/p/p/Omml _ 101-3"X91-10" AREAv//pmB.p®t0 ® t✓ `fa/Bmml • • ���mp�� // ®.mm• ..�I �w®mmm�® r. �r ��� • m LE •_® ..=. • �mmo® . ..' • • BEPROOM .rA�r . . ENTRY - oPr. BArfi . OPT* CORNER BAY TLi OPT. RECESSED = _ — — -- _- ENTRY Fleetwood Homes reserves the right to change colors, prices,-specrticetioils, models, dlmenslons and rnal,udals wlttruul nutlue. Rwiduihiy wid Jiayrarcr9 are rleant to be mpreoentatero and; in trooping with Flsetwond's pgBry of rnnstent . updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall,, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. SU/17/DECA2 Environmental Health AUG 202003 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 28 -Oct -2003 2003-0075425 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgement to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, 4nd residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations 'including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on ,adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as following: Lot 96, as shown on that certain Map entitled, "Paradise Pines Mobile Home Estates Unit No.1", filed in the Office of the County Recorder of Butte County, California, on April 10, 1970, in Book 35, of Maps, at Page(s) 65, 66, 67 and 68. Date October 1, 2003 PROPERTY OWNERS: :S:t7eve, A. Baumann rri D. Baumann State of California County of Butte On Oct. 1, 2003 before me, Frances Herl' DE� personally appeared" Steven A. Baumann and Terri D. Baumann personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) ig/are subscribed to the within instrument and acknowledged to me that he/elw/they executed the same in his/her/their authorized capacity(ies) and that by hiAer/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. r'( Signature �Tir.-y1. L'�`>J i��(� Seal A.P. # 065-320-020 N. FRANCES HERI Comminlon #t 1392905 • Notary Public- California Butte County My Comm. Expires Jan 9, 2007 n SITE PLAN REVIEW APPLICATION Date: 8 — 2l — C AP# 06 Z5 — 3?_ ' 020 • • Per, Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address T-Ilephone No.: S_tus Address: Proposed Use: Ll g y '211 1S1<V 1A) 1 9S9 S 8`93-6.65 tq 4,992 G -o LLQ C ao e Y?_ , (residential ❑ New Single Family Residential ❑ Single Family Addition Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) . ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other; ja Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) "Approved ❑ Conditionally Approved Site Plan Stamped Approved r BY Date) Page 1 of 5 ❑ Resolve Problems Prior to Approval ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Jj Snow Load Area: 2S e�10 --PT, -Tri ��- r • ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) jj SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: x • Flood Panel No.: O L, C D L Index Date: C J ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the Califomia Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: RTT -- i Applicable Building Setbacks: • ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. 19 Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 1— 0 c—/1— Side Side S- 30 Side Street Rear �� 3 p Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. 19 Page 2 of 5 a _., Applicable Development Fees: Standard Fees • ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other • • -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement North Oroville Area ❑ Other (per map) Amount 4 Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: Deed of Reference: Legal Access Required Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ No ❑ Yes .❑ No ❑ Yes ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide.Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 60 Subdivision Map/Parcel Map: (?pr2�a�;s i✓ IPI>J �� Mp-31 c.� 1- On Map Date of Recording: ❑ Use Permit/Minor Use Permit Permit Number: Book: 3 Page: 6 A t,• Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions IM Comply with the following Conditions of Approval: A -TT A C -H ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan • must be . prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. • Page 4 of 5 Dear Sir; FOR YOUR. INFORMATION Our office received a copy of your application to install a Mobile Home at a site located within the Paradise` Watershed Protection Zone. Please read the attached requirements regarding an erosion control plan to develop on parcels located within the Watershed Protection Zone. Also there appears to be a 10 foot Drainage Easement running along the back property line which will need to be addressed on the Erosion Control Plan Drawing. 1 Should you have any further questions feel free to contact me Monday through Friday, between the hours of'8:00 a.m. and 4:00 p.m. at 530-538-7150. Sincerely, C Carl Durling • Butte County Planning Division APN# 065-320-020 (Coldcone Drive) BP# 03-2543 r d l I • l N 4 II I Watershed Protection Overlay Development Standards. Firhaven Creek, Paradise Reservoir and Magalia Reservoir Watersheds Land Use 1. Current lot or parcel sizes in the Watershed Overlay Zone shall be stringently maintained. No further division of lots or parcels shall be permitted. 2. Current zoning shall be maintained, other than to allow the consideration of zoning proposal to a larger minimum parcel size. 3. No change in zoning shall be made and no use permit shall be issued unless and until the individual and cumulative impact of additional sewage disposal and surface water runoff created by new development which such zone change or use permit might allow can be proven to the approving authority by the applicant(s) to have no adverse effects upon the water quality of the watershed. Sewage Disposal A 100 -foot sewage disposal setback from a perennial stream, a 50 -foot setback from an ephemeral stream or drainage way, and a 200 -foot setback from a lake or reservoir shall be strictly enforced for all lots or parcels, regardless of the date the lot or parcel was created. 2. Appendix VII of the Butte County Improvement Standards for Subdivisions and Parcel Maps and Site Improvements pursuant to Chapter 20 of the Butte County Code which now applies • only to single-family residential lots or parcels created after April 4, 1974, shall also apply to all other development, including multi -family residential, commercial, and industrial, on all lots or parcels regardless of date of creation. The gallonage of sewage application shall be pro -rated in proportion to the useable area of the lot or parcel as determined in accordance with Appendix VII, using the Table I value of 350 gallons/day area requirement. a. A variance may be granted only on an existing lot or parcel when special circumstances are applicable to the property involving the soil characteristics, topography, or surrounding property characteristics. Variances may be granted only to the useable area requirements of Appendix VII, Table I. Cumulative effects within the hydrologic basin shall be considered prior to issuance of any variance. In no event shall a variance be granted that would provide less useable area than the requirements of Butte County Code, Chapter 19, Section 19-12. b. An application for a variance shall be made in writing on a form prescribed by the health department. Upon receipt of the application, the Health Officer together with the Manager of the Paradise Irrigation District, and the Chairman of the Water Committee of the Upper Ridge Coordinating Council, shall make an investigation to determine whether a variance should be granted. At the conclusion of the investigation, the Director of Environmental Health shall prepare a written order granting or denying the variance, and shall include in such written order specific findings of fact and reasons for its granting or denial. • c. If the Environmental Health Division of the Health Pp Department denies the application for P Variance, the applicant may file an appeal with the State Regional Water Quality Control 0' Board within ten (10) days after denial. The decision by the State Regional Water Quality Control Board shall be final: • Erosion Control Measures All roadways or driveways for new home sites on new or existing lots shall be surfaced with at least two (2) inches of class 2 aggregate base, unless required to be developed to a higher standard. All roads created as a result of any land division shall be surfaced with a minimum of two (2) inches of Class 2 aggregate base, to a minimum width of twenty (20) feet, unless required to be developed to a higher by other code requirements. This standard shall apply from a maintained county road, or existing road of a higher standard, through the parcel being divided. 2. All roads and driveways shall meet the minimum requirements as prescribed by Public Resources Code 4290 and 4291 and Butte County Fire Safe Regulations, or as prescribed by the Butte County Department of Public Works. 3. Erosion and sediment control plans, including provisions for wet weather conditions, shall be submitted with all building permits, discretionary development projects, and grading plans, excluding agricultural buildings. The plans shall include both temporary (first year) and permanent erosion control protection measures that prevent sediment and other pollutant discharges from reaching watershed drainages and streams. The erosion and sediment control .plans shall comply with the recommendations of a qualified professional involved in the preparation of erosion control plans. Said plans shall be reviewed and approved by the Department of Development Services. • 4. The erosion and sediment control plan shall include the time of year for construction activities. No soil disturbance shall occur after November 15 or before April 1 unless the Director of Development Services, or the authorized agent determines that the conditions are suitable for such construction activities. All areas where land clearing has been completed between April 1 and November 15 shall be revegetated, hydroseeded, mulch protected or otherwise stabilized no later than December 1. Should grading be permitted during the rainy season, the smallest practicable area of erodible land shall be exposed at any one time and the time of exposure shall be minimized. Temporary erosion control measures shall be in place on a daily basis. No structures shall be placed within 200 feet of the high water mark of the Paradise or Magalia Reservoirs or within 50 feet of the top of the bank of any perennial or ephemeral water course, as shown on the most recent edition of USGS 7.5 minute topographic maps, in the Firhaven Creek, Paradise Reservoir, and Magalia Reservoir watersheds. This provision shall not preclude development on a parcel that would otherwise become undevelopable due to this provision. 6. The location of homesites (building envelopes) shall be shown on all future parcel and subdivision maps located in the Watershed Protection Overlay Boundary. 7. Erosion and sediment control plans prepared by a qualified professional involved in the preparation of erosion control plans and shall be submitted for all three -acre conversion • exemption timber operations within the Watershed Protection Overlay Boundary. 8. Three -acre conversion timber harvest operations shall not be conducted in the Watershed Protection Overlay Boundary during the period from November 15 to April 1. 00 1 ao pk-c LAJp Uri, 'ry 5,C7 APPROVED Butte County mp.nIbntal Health / WI )? roip 0,-s-a-8- �-10 Co VT 's -e O� 2I VC 9,9 7- fA ENVIRONME"'I SEP Coo ldcc rte.C, 64 bco IVIF CHICOI 10' MAX SPACING W/ WIRE SUPPORT FENCE. 6' MAX SPACING W/O WIRE SUPPORT FENCE / EXTRA STRENGTH FILTER FABRIC NEEDED W/O WIRE MESH SUPPORT�� STEEL OR WOOD POST t ,r„ SILT FENCE DETAIL NO SCALE Al - SCALE: 1"= 10' Y 105 110 �— Vis. ar-�es.� ._ 1 99.95 f NA/�yC l' pire�2/ 1/05 OF 00 BENCHMARK NAIL IN CL STREET, .ASSUMED ELEVATION=100.00 MNATIV MATERIAL 12" MAX i --,,.,- FILTER FABRIC OR UNTREATED BUILDING PAPER 12" �V\----J ` l/ \l )�J �- 4" PERFORATED PVC i DRAIN ROCK �► --- 24 --- �-� LEACH TRENCH DETAIL NO SCALE RECEIVED N pv 0 5 2003 CoUt4T I, Jr LANDmvELOPMENT 011: SITE PLAN FOR EXECUTIVE HOMES - BAUMANN PREPARED BY OR UNDER THE SUPERVISION OF MARK E. RISSO, RCE 24016 EXPIRES 12/31/05 WRICONSULTING 7786 SKYWAY PARADISE, CA. 95969 P.O. 3249 PARADISE, CA. 95967-3249 (530) 876-9431 FAX (530) 876-9435 SHEET 1 OF 1 AP # 065-320-020 JOB# 1454SP1 GENERAL NOTES 0 1. ENCROACHMENT PERMIT REQUIRED FOR DRIVEWAY. o LOCATION 2. TEMPORARY SILT FENCE REQUIRED FOR ALL WORK UNDERTAKEN BETWEEN OCTOBER 1 AND MAY 1. BERM MAY BE REMPVED UPON COMPLETION w PONDING HEIGHT OF WORK AND ESTABLISHMENT OF LANDSCAPING. a z STEEL OR WOOD POST 3. CONTRACTOR TO ENSURE THAT NO DIRT OR OTHER MATERIALS o i o 36" HIGH MAX FILTER FABRIC- ATTACH SECURELY ENTER SEASONAL WATERWAY. - z < 0 TO UPSTREAM SIDE OF POST 4. ALL DISTURBED SURFACES SHALL BE SEEDED AND MULCHED WITH "QUICK" GROWING VEGETATION. VEGETATION MUST BE ESTABLISHED :2 zz PRIOR TO REMOVAL OF BERM. SEEDED AND MULCHED AREAS SHALL BE PROTECTED WITH MULCH NETTING UNTIL GROWTH IS ESTABLISHED. ROSEWOOD DR +RUNOFF 5. INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. LOCATION MAP T t 6. REMOVED SEDIMENT SFIALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. NO SCALE 12" MIN 7. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE j 4" X 6" TRENCH W/ COMPACTED BACKFILL PONDING EFFICIENCY. ' LEGEND SILT FENCE DETAIL PROPERTY BOUNDARY NO SCALE #1 p - PERCOLATION HOLE LOCATION ?10 - CONTOUR LINE & ELEVATION 109.92 \ - EXISTING GROUND ELEVATION �— Vis. ar-�es.� ._ 1 99.95 f NA/�yC l' pire�2/ 1/05 OF 00 BENCHMARK NAIL IN CL STREET, .ASSUMED ELEVATION=100.00 MNATIV MATERIAL 12" MAX i --,,.,- FILTER FABRIC OR UNTREATED BUILDING PAPER 12" �V\----J ` l/ \l )�J �- 4" PERFORATED PVC i DRAIN ROCK �► --- 24 --- �-� LEACH TRENCH DETAIL NO SCALE RECEIVED N pv 0 5 2003 CoUt4T I, Jr LANDmvELOPMENT 011: SITE PLAN FOR EXECUTIVE HOMES - BAUMANN PREPARED BY OR UNDER THE SUPERVISION OF MARK E. RISSO, RCE 24016 EXPIRES 12/31/05 WRICONSULTING 7786 SKYWAY PARADISE, CA. 95969 P.O. 3249 PARADISE, CA. 95967-3249 (530) 876-9431 FAX (530) 876-9435 SHEET 1 OF 1 AP # 065-320-020 JOB# 1454SP1 10' MAX SPACING W/ WIRE SUPPORT FENCE. 6' MAX SPACING W/O WIRE SUPPORT FENCE EXTRA STRENGTH FILTER FABRIC--\ NEEDED W/0 WIRE MESH SUPPORT \\ STEEL OR WOOD POST SILT FENCE DETAIL NO SCALE A^ SCALE: i" = 10' .r 105 110 113.76 Sr OR WOOD POST 36' �+;Gr P4N.X -PONDING HEIGHT FILTER FABRIC- ATTACH SECURELY TO UPSTREAM SIDE OF POST - RUNOFF Ll ti^�N " 4" X 6" TRENCH W! COMPACTED BACKFILL SILT FENCE DETAIL N ,fir; S\,A`E GENERAL NOTES o ENCROACHMENT PERMIT REQUIRED FOR DRIVEWAY. o LOCATION 2. TEMPORARY SILT FENCE REQUIRED FOR ALL WORK UNDERTAKEN BETWEEN OCTOBER 1 AND MAY 1. BERM MAY BE REMOVED UPON COMPLETION o w OF WORK AND ESTA5LISHMENT OF LANDSCAPING. a 0 0 z 3. CONTRACTOR TO EN: THAT NO DIRT OR OTHER MATERIALS Li 0 3 ENTER SEASONAL WATERWAY._ 4. ALL DISTURBED SURFACES SHALL BE SEEDED AND MULCHED WITH Q o 0 "QUICK" GROWING VEGETATION. VEGETATION MUST BE ESTABLISHED :2 z PRIOR TO REMOVAL OF BERM. SEEDED AND MULCHED AREAS SHALL BE PROTECTED WITH MULCH NETTING UNTIL GROWTH IS ESTABLISHED. ROSEWOOD DR 5. INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE NT WHEN LOCATION MAP 6. REDMIOVED SED MENTCSHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. NO SCALE 7. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. LEGEND —� - PROPERTY BOUNDARY #1p - PERCOLATION HOLE LOCATION 110 - CONTOUR LINE & ELEVATION 109.92 1 - EXISTING GROUND ELEVATION 5' ESMT soft __ �,�, —_ �� �. �.� OWN am man ;10 6 BENCHMARK NAIL IN CL STREET, ASSUMED ELEVATION=100.00 MNATIV MATERIAL 12" MAX i FILTER FABRIC OR UNTREATED BUILDING PAPER 12" v - 4" PERFORATED PVC �— DRAIN ROCK r -- -24 LEACH TRENCH DETAIL NO SCALE RECEIVED NOV a 5 2083 cuu+i-fy JF �urre LAND DEVELDP&INT DIY, SITE PLAN FOR EXECUTIVE HOMES - BAUMANN PREPARED BY OR UNDER THE SUPERVISION OF MARK E. RISSO, RCE 24016 EXPIRES 12/31/05 WRICONSULTING 7786 SKYWAY PARADISE, CA. 95969 P.O. 3249 PARADISE, CA. 95967-3249 (530) 876-9431 FAX (530) 876-9435 SHEET 1 OF 1 AP # 065-320-020 JOB# 1454SP1