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069-210-026
John F. Derry 6 5�S -3q-2- Lodgeview Dr., lot 90, KR#31 Oro. f Permit #1546-79P,E(util.'IN ELEC . p i GAS t SUPPORT STRUCTURE REQ. COMPACTION TEST REQ. Flo •�� J f I � _ Contr: Carneros Mobile Tra sport Ermit #3104-79MHI j ` � Issued �— 1 a contr: Geyer Const., Oro ille511A Permit #7230-79B,E(new garage &'^: open deck) 069-210-026 03-3699 REEDY, ROBERT & MARY 515 LODGEVIEW DR, ORO WLE Cont: BRUCE BRODERICK - I EX MH ON PERM FND 069-210-026 03-3700 REEDY, BOB & MARY 515 LODGEVIEW DR, ORLLLEp Cont: N/A ( I ALt « 03 AWNING t � B 2 0 9 s N COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT ND. (Rev. 12/96) APPLICATION AND PERMIT Q ASSESSOR PARCEL NUMBER 069-210-026 ZONING BUILDING PERMIT OWNER BOB AND MARY REEDY 589-1614 TELEPHONE SO. Fr, OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 515 LODGMEW DR OROVITLE CA 634 C 11412.00 CONTRACTOR'S NAME TELEPHONE 438 C 5694.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1-19-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 8775 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 9/0-79 LOT NO. SUBDNISIONS 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 ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: AWNING AND PATIO COVER ENCLOSURE OVER PERMITTED DECK Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 600VOR LE Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP, OR ADDNS. ( & ACC. BLOS. SO 3.5¢FT. NO"OZ.pESlpT MULTI.OUTLET 97,50 OWER APPARATUS 8 SINGLE OUTLET C1 R. Ex. Occup. OUTLET OR FWTURES 20 1.00 BAL .SO Ex. Occup. ouritOTSA AID°� Ra1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation / of one hundred dollars ($100) or less.) L� I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall rthwith comply with those pr visions. X Dq#e � 3 Signature of Applicant - ❑ Owner ❑ Contractor j Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D IMP FLOOD CDF PARCEL Po HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have ay PERMIT EXPIRES ON applicable provisions Resolutions to do woO been paid. Date ate Receipt No. WHITE-D.D.S.-B.D. NA ESSOR NK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • OToville, California 95965 • Tglephone (530) 538-7� M PERMIT NC -S-7DD `APPLICATION AND PEAMIT v (Rev.12/96) assESSO AR n1aEn7/D'Q� ZO"1NOe-j , BUILDING PERMIT OOw _0 /'// SQ. FT. OCC. BUILDING VALUATION CONTRACTOR's NAME TEU�HONE CONTRACTORS MAR94G ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace ' Total Valuation S ARCHITECT ORENGINEER LIC77iSEN°' Filing Fee $ 20.0C Permit Fee $ : 6D ARCNIi— OR ENGINEMIS MAILING ADDRESS Plan Checking Fee ADDREss 5145 v i W ro f/; l e.. Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUaWIWONSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome ❑ Other Water i in 15.00 spm Each gas water heater or vent 15.00 TYPE OF WORK Gas piping systarn t - 5 outlets 15.00 New77❑�� Addition ❑ Remodel ❑ Utir&s ❑ InsffiBation ❑ Other ❑ Building sewer 15.00 [.t/%�Gl�!/i�1L /jwn//z// 6XI(O X31 Mobile Home S' G W /a AI -3, (,, Describe Work: w ,V/� 1 � -4@20.00 PERMIT FEE $ v` ELECTRICAL PERMIT Firing Fee 20.00 Main Service =0.9.= ) 23.00 Main Service sow TO I000A 46.00 NEW PST. oR ADDNs. a ACC. DWELIJNCiBLDS !1A. 3.50x. — .PERMIT FEE PAID$ PIOMi161D. MINwUILET PONBi APPARATUS QO 7.50 a SNGIE OU11.E7 qR. Ex. Occup. ouner OR FuruRES .00 BAC @ 1.50 Ex. Occup.= Es ' °R 5.00 �p SRA$ Tem or Service 23.00 Mobile Home Facilities 20.00 Msc. Wiring 23.00 SHERIFF $ PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 OTHER $ Heating Cooling Hood 6.50 $ Ventilation PERMIT FEE S I Wbile Home Installation Fee $ $ Energy Inspection Fee 1 $ OCC `°T�.'� TOTAL FEE $ S AMOUNT RECEIVED $ HAL D. FEES IMP FLOOD COF — — pqR Sst/i/ ♦1L/ This permit is hereby issued under the appricable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DATE RECEIVED. By Date COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION y 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: JCounter Technician4inordVero Date: �� 3 ItSTS required in order to apply for a per it. All boxes MUST be checke.OR marked NA ms'pply. �'(ea/Y7 "1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 0 UId2 C (e' a�IGxr p ❑ 2. Complete plans, 3 or 4 sets, signed by the�'preparer of the plans. �Tl 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. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of then: must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable.AtA`l - ❑ 16. Other /( Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ /23. California Department of Forestr plan approval ❑ paid Sent by I have been informed of the above items and requirements for obtaining a building permit. Applicant: Lam( J M 3 0 `3 pp Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Addaknal items required S �� Contractor, esigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: np Contractor, designer, own, was advised of the abo a ata b ❑ phone, ❑ mail, ❑ courtj� , y Date: . Plans reviewed by: Date: Plans approved by: r Date : (9 - Structural Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division 24. Planning approval (A) Use: _14(13) Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number ........................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone D.S and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Lam( J M 3 0 `3 pp Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Addaknal items required S �� Contractor, esigner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: np Contractor, designer, own, was advised of the abo a ata b ❑ phone, ❑ mail, ❑ courtj� , y Date: . Plans reviewed by: Date: Plans approved by: r Date : (9 - Structural Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division . Y ., '. ,v11O �; , ?WrV - COUWI'Y 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 059-210-026 ZONING TM BUILDING PERMIT OWNER BOB AND MARY RFM SRO -16114 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS , 515 I. DDG 634 C 11412.0 CONTRACTOR'S NAME TELEPHONE {� CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER ► LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 87,75 BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 47 5 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 ❑ Other ❑ Describe Work: AIMING AND PATIO ODM ENCd ME OVER PERMITTED DECK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoDA 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.POWERA License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: `C37, I, as owner of the property, or my employees with wages as their sole compensation, �� will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO lOooA 46.00 NEW CONST. DW %NG OCCUP. OR ADDNS. ( a ACC. BLDS. s0 3.50FT. NEW NONREOSIU T. MULTI-OUTLU @7.50 PPARATUs a sINGLE ounEr cIR. EX. Occup. OUTLET OR FD(TURES .00 BAL @ I. 0 Ex. Occup. OFED AA=-.) E, 5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall rr 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. e / f X /. /�/L uG�'r Date �� �3 �J / Signature of Applicant -" ❑ Owner ❑ Contractor y Agent I An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height.Y Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $242.75 HAZ. D. FEEL IMP FLOOD coF PARCEL PD HD ISSUE /.� This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have Ir i PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 1-21141e), ate Receipt No. -� L{�LJ WHITE-D.D.S.-B.D. —C'ANA Y -A9 ESSOR NK -INSPECTOR GOLDENROD -APPLICANT RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 16 -Dec -2003 2003-0087050 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. ROBERT A. REEDY AND MARY G. REEDY REAL PROPERTY OWNER/LESSOR 515 LODGEVIEW DR., MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILINGADDRESSME SA 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 03-3699 530 538-7541 BrrPERMIT N0. TELEPHONE NU BER 12-11-03 SlUWA I ORE OF LOCAL AGENCY OFFICIAL, DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. DUALWIDE 1979 DUALWIDE MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 6892A/B 60'X24' CAL149146/7 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUmEER(S) REAL PROPERTY LEGAL T D Q=ON ASSESSORS PARCEL NUMBER AP # 069-210-026 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITR. r.—R.... A- rANAI?V-Urn DTTn/ . A—';-... —1 na -- n — r GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, VIRGINIA WELLS, a married woman hereby GRANT(S) to ' ROBERT A. REEDY and MARY G*. REEDY, husband.and wife, as joint tenants r. the real property in the dtti/df/ unincorporated area County of Butte State of California, described as LOT 90, AS SHOWN ON THAT CERTAIN MAP ENTITLED, " KELLY RIDGE ESTATES UNIT NO. 3", WHICH MAP WAS .RECORDED . IN THE .OFFICE...Or THE RECORDER OF T. COUNTY OF BUTTE S HE x'. _ E CPihLF:O&N2 ON::zTUI;5;9 :7 #' >: TIV 40I On June , efore me, the undersigned, a Notary Public in and for said State, personally appeared *Linda C Ames* personally known to me (or proved to me on the basis of the oath of *Linda C. Ames* a credible witness who is personally known tome) to be the person whose name is subscribed to thewithin instrument, as a witness thereto, who being by me duly sworn, deposed and said: That he/she resides in Butte County that he/she was present and saw *Virginia Wel 1 G* personally 1. .ANGELA D. MASTELOi E'O known to him/her to be the same person(s) described in and whoat, ', � NOTARY�U3 IC-0ALIEORNIA � executed the within instrument, as a party(les) thereto, sign, seat ® .1;; PJ >' Bt:te County and deliver the same and that said party(ies) duty acknowledged M My Commission Expires Sept. 7,1990 in the presence of said affiant, that he/she/they executed the M M®a MM®0 M®IMsaM lia®M®a M aa� same, and that said affiant, thereupon at the partys(ies') request, subscribed his/her name as a witness thereto WI ES yhandand official sea,\ \ �,. Signa rte ������ JC �������\�� (This area for official notarial seal) Within Instrument and acknowledged to me that he/she/they executed the same. WITNESS my hand and official seal. Signature— __....._.. _. (This area ter otli:;el notarial 3eml% cmin X z: nnrn sm-1W P 441 .,f. y�.r s r i, CChi" y}�� nr s.r5h �-.h %,'as" .++Fi r,i' .ts p.' r"e a +�w 1 .,, �i^'�+ 'V# -.J g, a JA.�."" � C -. � r +..a � ., +ri tt 4� v FOUNDA, iIONr Sf r S6 �EIVi ' f`'�, .. xz 1 . h q r,y.Y "� 4a x a. �+�� niNC . -CERTIFICATE OF, _OCCUPAY BUILDING PERMIT NUMBER: 03-3699 Address or location of unit: 515 LODGEVIEW DR., OROVILLE CA 95966 Legal Description of Real Property: SEE ATTACHED AP # 069-210-026 (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: ROBERT A. REEDY AND MARY G. REEDY Owner's address: 515 LODGEVIEW DR., OROVILLE CA 95966 INSIGNIA OR HUD NUMBER: CAL149146/7 SERIAL NUMBER OR V.I.N.: 6892A/B MANUFACTURER'S NAME: DUALWIDE YEAR: 1979 OFFICIAL APPROVING INSTALLATION:- 0. 11W '11rim C14 DATE: 12-11-03 PHONE: (530) 538-7541 H.C.D. 513C STATE OF CALIFORNIA- DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT �k OCn CTDATTnM rADn MnATI m4nMF - DECAL NO. 1 AS717 MANUFACTURER NAME/ID TRADE NAME MODEL DOM DDT DFS SPC EXPIRATION DUALWIDE/ DUALWIDE 00/00/79 01/13/79 R .1 U SERIAL NUMBER '6892A LABEL/INSIGNIA NUMBER CAL149146 WEIGHT 000000 LENGTH 000720 WIDTH 000144 ISSUED 02/25/91 SCC 04 EXEMPT USE T' SFD LI 2 68926 3 4 5 6 CAL149147 000000 000720 000144 TOTAL FEES PAID= $30.00 A REEDY ROBERT A/ D MARY G JTRS o 515 LODGEVIEW DR R OROVILLE CA 95966 E s s R REEDY ROBERT A/. NARY G JTRS SVA E - S G M TA e"'."- �a I A 515 LODGEVIEW DR s I ' T L E OROVILLE, 95966 R ems" � f:: < D o s 515 LODGEVIEW DRQ N T Af. E v OROVILLE 'R S A 4 . .......... A 11 m" i".a i'� lid q4y a ( �x� $rG t w N xdF 9k 421 w - 0.6-? '✓ T` U F I R os R t L I E N s H E i O C L O i D N E D I R " IMPORTANT 01-051-02 THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT' OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT UN P:4 -40 11:59 HID-UALLEY OROVILLE RECORDING MID VALLEY 1TITLE & ESCROW CO. Order No. Escrow No.3-113881 _.__............... ; Loan No. Rec Fee 5.00 90-026611 � DOC 41.80 WHEN RECORDED MAIL TO: Recorded� Total 4f5. t30 Official Records County of MR. & MRS. ROBERT A. REEDY Butts ; 515 Lodgeview Drive Candace J. Grubbs ; Oroville., Ca.. 95966 Recorder 8:00am 26 -Jun -90 V5 1 �rfat AHUVE THIS LINE FOR RECORDER'S USE MAIL TAX STATEMENTS TO:42 80 .DOCUMENTARY TRANSFER TAY. $ ................................................ .!"h. Comouted on the consideration or value of property conveyed; OR SAME AS ABOVE ...... computed on the consider tion or value less liens or encumbrances � SER remaining me of sale. _.... PAD. _ - —- Signature pf/Dwithan or Ai3ent deie'rrrilnin'g tax — Firm tV irYib"' A.P. NO. 69-21-26 MID VALLEY TITLE.& ESCROW COMPANY GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, VIRGINIA WELLS, a married woman hereby GRANT(S) to ROBERT A. REEDY and MARY G. REEDY, husband and wife, as joint tenants the real property in the Qi44/q4/ unincorporated area County of Butte State of California, described as LOT 90, AS SHOWN ON THAT CERTAIN MAP ENTITLED, " KELLY RIDGE ESTATES UNIT y0. 3", WHICH NIAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 26, 1974, IN BOOK 43 OF MAPS, AT PAGES 44,45,46,47, AND 48. On— June 20, 1990 _ before me, the undersigned, a Notary Public in and for said State, personally appeared *Linda C. Ames* _ , personally known tome (or proved to me on the basis of the oath of *Linda C- Ame S * a credible witness who is personally known tome) to be the person whose name is subscribed to the within instrument, as a witness thereto, who being by me duly sworn, deposed and said: That he/she resides in Butte County , that he/she was present and saw *Virg na WP_lIS* personally R, ,ANG4E A D. �' S'FE� 0 0 0 known to him/her to be the same person(s) described in and who ;�i NQYAR : ^.i CAL.=ORNIA �, executed the within instrument, as a party(ies) thereto, sign, seal a � "zu�;s:�i• E�= �e County 13 and deliver the same and that said party(ies) duly acknowledged " irly Co.; m anion Expires Sept. 7,1990 in the presence of said affiant, that he/she/they executed the ®� same, and that said affiant, thereupon at the party's(iesl request, subscribed his/her name as a witness thereto. WI ES y hand and offcial sea Si n his are a for official notarial seat) ,Firm rvar-ne ' GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, VIRGINIA WELLS, a married woman hereby GRANT(S) to ROBERT A. REEDY and MARY G. REEDY, husband and wife, as joint tenants the real property in the V4/0/ unincorporated area County of Butte I, State of California, described as LOT 90, AS SHOWN ON THAT CERTAIN MAP ENTITLED, " KELLY RIDGE ES'T'ATES UNIT NO. 3", WHICH MAP WAS RECORDED ....'IN THE .Ox FICE..OI' THE RECORDER OF :THE. COUNTY OF BUTTE.STAT'E::.Q CPIF:OR'NTA:;;;Q:NJtJT:Y :lJ,.._5,: . - On June= efore me, the undersigned, a Notary Public in and for ( said State, personally appeared *Linda C. Ames* personally :^ known to me (or proved to me on the basis of the oath of *Linda C. Ames* a credible witness who is personally known tome) to be the person whose name is subscribed to the within instrument, as awitness thereto, who being by me duly sworn, deposed and said: That he/she resides in Butte COu�yy that he/she was present and saw personalty ; AN�LE� D. i?�: SL�ItTL� _rs known to him/her to be the same person(s) described in and who g rer.;:r� Et:ti: County executed the within instrument, as a party(ies) thereto, sign, seal fa and deliver the same and that said party(ies) duly acknowledged W;,,. ivfy Commission Expires Sept. 7, 9990 f a.': in the presence of said affiant, that he/she/they executed the same, and that said affiant, thereupon at the party's(ies') request ®� Qim 010®® � subscribed his/her name as a witness thereto WI ESS y hand and official sea. Signa (This area for official notarial seal) Dated -----JUNE*-= 19': I STATE OF CALIFORNIA )ss. COUNTYOF._- _..._._........... ......_.-•--- before sonally undersigned, a Notary Public in and for said State, per - personally known to ma ( proved to me on the basis of satisfactory evidence) to be the persons) ose name(s) is/are subscribed to the within Instrument and acknowledged to me that he/she they executed the same. WITNESS my hand and official seal. Signature..__... -'- — - wl u>i.e55eu ny : -uinaa t_:. times (This area ICF 01fi.t;31 notarial seat! LEGAL DESCRIPTION A.P. # 069-210-026 All that certain real property situated in the County of Butte, State of California, described as follows: H.C.D. ATTACH CHECK NC83i18b.'i: 'teftr rr• DATE: A A I NOTES RESIDENTIAL 069-210-026,: 103-3699 PERMIT NO. _ 'REEDY, ROBERT & MARY 515 LODGEVIEWDR; OROVILLE Cont: BRUCE BRODERICK EX MH ON PERM FND THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature�1�/% CHECKED BY J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1' Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert., 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 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. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date . Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK excep: #'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-Enclosu-es 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card -B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- 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 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 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection _ 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Date 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes ❑ No Date 32. Service -Riser Conductors & Ground Main Disconnect Comments at Final: 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes 0 No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT eq2n - !,27 &9qQ AST V MVG6 JA zONRT 1 BUILDING PERMIT OWNWOBERT & MARY REEDY TkWHONE SO. FT. OCC. BUILDING VALUATION °WN�Jr LODGEVIEW DR OROVILLE 95966 _R-771760.00 1440 CONTRACTOR'S � 873-5059 TELEPHONE c° POT°BOXLIiS REMAGALIA CA 95954 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 270.2 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2.3.00 BUILDING ADDRESS 515 LODGEVIEW DR OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE s313.25 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee20.40 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat um 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: EX MH PERM FM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G 1W @20.00 PERMIT FEE $ 35, 00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o0A 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 ' in full force and effect. r / /.b 4/ 3 )�(8 License Class Lic. No. IfCC// OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisioqs of section 3700 of the Labor Code, I shall f hwith comply with se provi ions. f 7 X e [ ✓ d Signature of Applicant --- -Owner ❑ Contractorgent An OSHA permit is required for excavations over 5'0 and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWpyINGOCCUP. s° OR ADDNS. ( a ACC. BLDs. 3.5¢FT: NEW CONST. MULTI.OUTLET NON-RESID. @7.50 POWER APPARATUS SINGLE OUTLET CIR. Ex. OCCU our Er OR FWURES 6AL % 1:0 Ex. Occup. 0.FIXED ASID.°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 348.35 HAz FLooO CDF PARCEL PD HD SU This permit is hereby issued under the of the Butte County Code and/or indicated a ove for which fees have N B PERMIT EXPIRES ON applicable provisions Resolutions to do wcrk been paid. Date 0 03 o ete Receipt No. WHITE-D.D.S.-B.D. AN Y -A ESS R INSP CTO OLDENR -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION County Center Drive• Orovi le, California 35965 - Telephone (530) 538-75 _2 � � N �' (Rev. 12/96) APPUCif TION AND R£RMIT �D ASSESSOAPARCELN M8' ` v_�� r'i " _ BUILDING PERMIT AS O—COD so. FT. O BUILDING VALUATION 7 .�l %). a --`moi .,. nw I --A . �v VM j I I Z/n 10 l J -- rn mm�s ew anD LOT NO. Total- Valuation $ ucfaas Im Fkin Fee Permit Fee syay.� Pian Checking Fee Energy Plan Checking Fee v LP PERMIT FEE PLUMBING PERMIT Each Trap USEOFSTRUCTURE Solar or heat pump water heater SF ❑ Duplex ❑ Mobdehome x- Other Water piping 3A�r Each gas water heater or vent TYPE OF WORK Gas DlWna system 1 - 5 outlets New ❑ Addition O Remodel O Utes ❑ klsWk inn ❑ Other K Build'sewE _ Mobile Nome Describe Work: 0 $ $3 Filing Fee 20.0 7.00 23.00 15.00 15.00 15.00 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Main Service =oO1tR I Main. Service ( — To +000A ) g Fee 20.0 23.00 46.00 - FEE PAID mW_ER - COmm=TI LENOWSUV 1NG�ADDRM OARCHITECT OR EtIGNEA SRA ARCMnCT OR ENGINEERS MAIM ADORESS Tempormy Service 23.00 SUILDNOADDRESS LOT NO. Total- Valuation $ ucfaas Im Fkin Fee Permit Fee syay.� Pian Checking Fee Energy Plan Checking Fee v LP PERMIT FEE PLUMBING PERMIT Each Trap USEOFSTRUCTURE Solar or heat pump water heater SF ❑ Duplex ❑ Mobdehome x- Other Water piping 3A�r Each gas water heater or vent TYPE OF WORK Gas DlWna system 1 - 5 outlets New ❑ Addition O Remodel O Utes ❑ klsWk inn ❑ Other K Build'sewE _ Mobile Nome Describe Work: 0 $ $3 Filing Fee 20.0 7.00 23.00 15.00 15.00 15.00 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Main Service =oO1tR I Main. Service ( — To +000A ) g Fee 20.0 23.00 46.00 - FEE PAID .PERMIT Ex OCdJ _ounET OR AMAHS eA 0 '.� Ek. Occup. ant ' � 5.00 SRA $ Tempormy Service 23.00 Mobile Home Facilities 1 20.00 Mise. Wiring 23.00 SHERIFF $ PERMIT FEE S MECHMICAL PERIItlIT Filing Fee 1 220.0 OTHER Conlin oolin rood . 6.50 Ventilation _ PERMIT FEtk S Mobile Nome Installation Fee $ Energy inspection Fee Is ooc coesT. Trs� TOTAL FEE $ 3 "Z 2 FEES A1P FLOOD COF PARCEL PD . = R / AMOUNT RECEIVED $ -- - - -_ - - "YY This permit Is hereby issued under the applicable provialor of the Butte County Code andlor Resolutions to do wo indicated above lot which tees have been paid. DATERECEIVED. -3q �� By Date 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 / 1 OWNER: ASSESSOR PARCEL NUMBER O ltd (' v 01) Lam• /� % Proposed Building Use: V r U• 1 Counter Technician: Date: .3 q 3 C._ IWO required in order to apply for a permit. All b&es MUST #e checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. Prot) i de decvr,, titin st t-rc�lGe�. ❑ 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. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ET" 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ O 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... 28. Pre -Inspection for &X rMP din required....... 29. Contractor's license information. (Numb6r, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .................................. .....:.. ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance ................................. ❑ 35. Existing violations and/or expired permits......................................................... ❑, I 36. Deed Restriction......................................................................................... `1_Y 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone 9 7 3 and hold for pickup. I have been infor ed of the above items and req irements for obtaining a building permit. ,//`n_,. ApplicDate: 1o4'�/6, � 1. Index permit application for the above items numbered: Plan Check Letter 41 al items required s, (0Contra r, designer, owner, was advised of the above data by phone, Elmail, ❑ counter, by Date: Con ractor, designer, owner, was advised of the bove data ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: ('i Date: Plans approved by: C _ Date : Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division Butte County Building Department 7 Center Drive Oroville, CA 95965 To Whom It May Concern: I give Eileen Broderick permission to file permits in my name for structures on my property. Please call if you have any questions. Thank you for your cooperation. Name: Address: Telephone: Signature: �"/S ��1�//i�v /��. Orodr//•e OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: Y70(1lo: , NO 0 2. I HAVE 0 HAVE NOT,sied an application for a building permit for the proposed work 3. I have contracted with theng person (firm) to provide the proposed construction: NAME: ADDRESS:.. CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: may: PHONE: —CONTRACTOR'S LICENSE NO. 5. I will provide some'of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK NOTE. This Owner -Builder Verification is required by ,Vection 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER O.B.-1 I OWNER BUILDER INFORMATION I Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being, performed by someone other than yourself you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their -license number on all permits for which they apply. If you plan to do your own worm with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. P If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an `owner builder" building Permit, erroneously implying that the property owner is -providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you Pre aware of these matters. The building permit will not be issued until the 'verification is returned. 4rely, C. Vi ' C.B.O. , Building Inspection NOTE. This Owner Budder Information is required by Section 19830 of the Cal forma Health and Safety Code OVER CO,UNTY 6F BUTTE DEPARTMENT OF PUBLIC WORKS' 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the =ement.s of the California Administrative Code, Title 25, Chapter 5, permit number -`S YJ for the following location: Owner Owner's Address ZZe' Mobilehome Mfg.. Model Year Insignia No. -, 7 Serial No. -X22 It is hereby certified for occupancy at the above described location and miay be occupied. Director of Public Works Date By. - THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White- Owner, Yellow- Installer, Pink - D.P.W. c z1 . PERMIT NO. 1546-79P,E PERMIT EXPIRES OWNER John F. Derry CONTR. owner LOCATION (A.P. 34-73-26 372 Lodgeview Dr., Lot 90, K03, Oroville Temp. Power Pole Called PG&E -TemprEloc. Serv. Called PG&E Temp. Gas Serv. Called PG&E MECHANI nrown '% I Cooling \ I Tomb. Pole Door closer I Final I Final MOBILEHOME UTILITIES ........ • .... • . • . • Elec. Service Elec. Pedestal :R Water Piping 4:7 Sewer J'= —�s'" Gas Piping MOBILEHOME INSTALLATION • • • . • ... • • • • .. Support y Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS lL cin TO 0225;7 o206 4, ADD &"'rX-"5 JVD S L1,1 ? AM (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE' — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING ck kowall Ski Piping 1A Pa'apoto At Floor Mai Bld . Rea om Finish 2n&Fioor Fo Ins Wlndo 3rd koor Stem al Siding To out Slab Roof Sheiking Water PI Piers X Roofing Sewer Gars Fdn. Vents X Fixtures Footings Garage Vents Water Htr. Stemwal I Insulation Heaters Slab Carport Footings Prov. for ph elcall handica ed Conformance of ex. structure Appliances Gas Piping &Test Temp. as Slab FineI Sanitation Patio FIREP CE Final Footings Footin ELECT R AL isonry Walls Throat Rou h Relnf. Steel _X Final I Fixtures MECHANI nrown '% I Cooling \ I Tomb. Pole Door closer I Final I Final MOBILEHOME UTILITIES ........ • .... • . • . • Elec. Service Elec. Pedestal :R Water Piping 4:7 Sewer J'= —�s'" Gas Piping MOBILEHOME INSTALLATION • • • . • ... • • • • .. Support y Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS lL cin TO 0225;7 o206 4, ADD &"'rX-"5 JVD S L1,1 ? AM (NOTE: An entry must be made on this form each time you visit the job site.) MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located withequired separation.from lot lines and buildings and generally conform to plot plan? Yes_ No_ 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes�o 3. Are footings and supports properly sized, spaced, and braced as pe approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yeses No_ 4. Is the mobilehome level? (Sec. 5088) Yes -No_ 5. If more than a single unit, are crossover connections properly installed? (Sec. 5088) Yes ✓ No 6. Water A. Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes_ZNo_ B. 'Test - Does water piping withstand working pressure or 50 lbs. air test? Yea No C. Backflow - If coach is not State lifornia approved, does station have backflow device and pressure -relief valve? Yes 7. Wastes and Drains A. Is connection made with Schedule 0 DWV and have flex connectors at' each end? Yes B. Does it have minimum 4" per foot slope and is it properly supported? Yes No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture including washing machine standpipe? Yes= No D. If coach is nor Ste of California approved, does station have required trap and vent? Y e s No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not mor t a 6 ft. long? Note: All piping is to be at least as large as the mobilehome gas in et without reductions other than the mobilehome connector. Yes No B. Test OK as per following proced re? Yes_ No_ 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. 4. Connect gas meter to mobilehome with connector, turn on gas, test connections with soapy water. C. Are all appliance vents properly installed?. Yes o 9. Electrical A. Is service large enough to provide adequate amperage -to mobilehome (must equal rating of mobilehome with a minimum oLAO 0 amp).;and other facilities on lot, i.e., water pumps,, garage, cabana, etc.? Yes B. Is there proper clearances around panels? Yes ✓ No C. Is power supply cord or feeder assembly properly fused? Yes,C/No D. Is continuity test satisfactory as per the following procedure? Yes eANo , 1. De -energize electrical wiring system of the.mobilehome at the pedestal. 2. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. 'Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. 5. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. .Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign -off card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle Length Width Vehicle Serial No. Q, State Identification No. Additional Information or Comments: COUNTY OF BUTTE' 7- D-EPARTMENT OF PUBLIC WORKS 7 County'Center Drive - Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT1��` authorize representatives of the county of Butte to enter upon the above-mentioned property for inspection purposes. X a -0 Date / re of Per itee or ge Receipt No. -2-3 91 Sg' White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above which fees have been paid. VAE6Z42J3e-OF PUB,61C WORKS BUILDING Owner John F. Derry SQ. FT. OCC. BUILDING VALUA N L. -OF" Mailing Address Telephone No. Contractor Carneros Mobile Transport Mailing Address 1290 E1 Capitan Fireplace Total Valuation Napa, California 94558 Teh N lepone o.71)] Permit Fee Building Address 372 Lod eview Drive Plan Checking Fee&/or Penalty Permit Fee Oroville, California 95965 PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Lot 90, Unit 3 - Kelly Ridge Estates Repair drainage or vent piping 1.50 A. P. No. 34-73-26 aq-i Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 es .C. I Sa tion I Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration I Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 BI lans Recd Parc royal I Plans royal Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ $ INSTALLATION /% �� _ -70; ELECTRICAL No.1 @ I FEE PERMIT FILING FEE J$3.00 Main service 600V OR LESS100 AMP OR LESS 5.00 Single Family ❑ Duplex Mobil Home ® Others ❑ Main service EA. ADD•L 100 AMP 2.50 Main service OVER 100 AMP eoovOR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST.( OR ADDNS. ACCLLING BLDGS.CCUP. 'I) 2¢Sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Carneros Mobile Transport NEW CONST.ES'.. MULT I-OUTL T NON-RESID BRANCH CIRCUITS) 12.50ea NEW CONSTR POWER APPARATUS 8 NON-RESID. SINGLE OUTLET CIR. Ex. Occup{OUTLETS OR FIXTIIRES g 100 Ex. OCCU FIXED APPLNS. OR p• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. 259158Misc. Classification C-•61 Wiring 6.25 ❑ 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued 1 shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Mble. Home Install. $ 30.00 TOTAL PERMIT FEE $ 30.00 authorize representatives of the county of Butte to enter upon the above-mentioned property for inspection purposes. X a -0 Date / re of Per itee or ge Receipt No. -2-3 91 Sg' White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above which fees have been paid. VAE6Z42J3e-OF PUB,61C WORKS MOBILEHOHE SUPPORT DATA -If'other than single wide, 9_453 Flip 1979 Mobilehome Mfr. Dual Wide furnish Setup Model No. Year NET Width 24 (ft.) Box Length 62 (ft.) Tagalong or Expando Size ---ft. x ---- ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973;(furnish manufacturer's installation. manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. Footings (check one) Single Xn 1. Wood either pressure treated c A A foundation grade. ® ` 24 x 30 (in.) (in.)t t 2. Other (specify) Center support Center support locations* footing sizes Supports (check one) (in.) exv�-X0 1: Concrete block. d 48 30 2. Other (specify) x (in.) (in.) —� Tagalong or Expando,' show support details. ® 36 30 (in.) (in.) /4? x ii) -- Typical Support (in.) (in.) Footing Size (ft.) (in.) (in.) (in.)S'- Max. Pier Spacing (ft.)(in.) Max. Overhang (ft.Vin.) (in.) (in.) (ft.)(in.) BUTTE COUNTY BUILDING DEpgRTMENI APPROI VED *If center piers are other than drawn above, _1—of-4nnc anai,ino and AimancinnR_ BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS - 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: John F. Derry 200 Amps Lot 90, Unit 3 6. What is the mobilehome site service rating? --------------------- 200 2. Installer's name: Carneros Mobile Transport is the mobilehome site circuit breaker rating? ------------- 200 Amps 8. Is there any other electric load to be served by the mobilehome 3. Is the site currently under permit? Yes /X / No Yes / / No TX (If yes, furnish permit number 1546-79P,E -0- ) OR' 9. What Is the site an existing site? Yes / / No /X / 10. (If yes, furnish two (2) plot plans.) 11. What 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and is the mobilehome gas demand? -------=---------------------- clear of all setbacks and easements? Yes /X/ No (This information not required if pipe length less than 6 ft. ( If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- 200 Amps 6. What is the mobilehome site service rating? --------------------- 200 Amps 7. What is the mobilehome site circuit breaker rating? ------------- 200 Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes / / No TX (If yes, identify the load and size: (Load) -0- (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- -0- (in.) 10. What is the type of gas service? ----------------------------- Natural / / LPG 11. What is the gas pipe length from meter or tank to the mobilehome? -0- 12. What is the mobilehome gas demand? -------=---------------------- -0 (BTU) (This information not required if pipe length less than 6 ft. on natural gas.. or less than 50 ft. on LPG.) ' i - COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Telephone: 534-4541 " - APPLICATION AND PERMIT �c,/�cJcnlwalvriJ VI UIV VVUlity VI OUl1C. tV OIIICI Upull the above-mentioned property for inspection purposes. Xy 6XLpate S' nature of Permitee or Agent Rece t No./09 7,/ White-D.P.W. - Yellow-AsPink-Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF P BLIC WORKS BY Date-0021P g permit expires Date BUILDING OwnerJohn F. Derry SQ. FT. OCC. BUILDING VALUATION Mailing Address 1232 Windsor Way Redwood City, CA 94061 Telephone No. (415)368-428 Contractor OWNER Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address 372 Lodgeview Drive Plan Checking Fee&/or Penalty Permit Fee Oroville, CA 95965 PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 3.00 Each Trap 1.50 Lot 90, Unit 3 - Kelly Ridge Estates Repair drainage or vent piping 1.50 A. P. No. 34 - 73 - 26 � R `Zling & P nning Water piping 1.50 D. 00 Each gas water heater or vent 1.50 F 'San&flo-nq FireDept. FireZone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Parcel Plans Declaration Parcel p 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 10,100 Bldg. PI s Rec'd Par A proval � Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIESN OTHER ❑ Permit Fee $ a-6.05 aa IN ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 ,OD Main service 600V OR LE SS 100 AMP OR LESS 5.00 0 Single Family g y ❑ Duplex-❑ Mobil Home QK Others ❑ Main service EA. ADD'L 100 AMP 2.50 j© Main service OVER 25.00 100 AMPP OR LESS O Main service EA. ADD'L 100 AMP 1.00 NEW CONST DWELING OR ADDNS. ACCLBLDGS.CCUP. !i� 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business &Professions Code under the name style of: NEW CONSTR BRANCH-OUTLETCIRCUITS NON.RESID (MULTI BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS B NON.RESID. SINGLE OUTLET CIR. Ex. Occup (OUTLETS OR FIXTURES g L 1� 0¢ �FUIXED APPLNS.Ex. OCCUp•OTLETS (RESIDO) REA) 2.00 Temporary service 110.00 Mobile Home Facilities 15.00 IS,00 License No. Classification Misc. Wiring 6.25 18 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ o'LS,SD $j WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. .Kmil I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL P PERMIT FEE $ rl �c,/�cJcnlwalvriJ VI UIV VVUlity VI OUl1C. tV OIIICI Upull the above-mentioned property for inspection purposes. Xy 6XLpate S' nature of Permitee or Agent Rece t No./09 7,/ White-D.P.W. - Yellow-AsPink-Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF P BLIC WORKS BY Date-0021P g permit expires Date All utility. connocCons shall bo C) ('7 ^ Q .� �� � located within 4 ft. outside the rear third section of the mobile home lJY-.\ 0 0 on the left (road) side of the mobile p... �- 4j home. O Z , ° SQ. P-T. Mi6V1A�fU o`er Q EOR mosi ;.armit will b�-� urr:d for the' he i r� installation of the mol ilehotvieo v R 0J w b -� ,`� � / � 'gyp°• `�, p . The Setback shall baft, from the �. �� 1 � � o, 'Q � • . "side property line and SO ft. fro: the �, o centerline of the road, permitting a maxi- mum of a 2 ft. eave overhang but entirely W/ out of all easements. V j rn This set of plans and specifications t/t,'S-r � 3 � 0 n kept on the job at all times and i,`:id unlz,: make any charges or cl+erations on s�.�e :viii : (� p !r) !� wri*en permission from rhe Department of PUP lic Works, County of Butte. 9 J 164& – -79 0 ►? BUTTE COUNTY NOTE:—All Materials & Workmanship Accordance %,Kh Recognized Good Practices Ban n BUILDING DEPARTMENT of a quality prescribed for the $ use in e N U 0 l!�riform Building, Plumbing & Mechanicral Codes and ®� E the- National Electrical Code. N �' '� N, I 1, PERMIT NO. 7230-79B,E PERMIT EXPIRES 'OWNER John, Derry �CONTR. Gp Pyr Const ' nrovi 11e -- `LOCATION (A.P. 34-73-26 ) - 372 Lodgeview Dr., lot 90, KR#3, Oroville a r a i Temp. Power Pole Called PG&E Temp.Elec. rv. Called G&E Temp. G s Serv. /NALED d PG&E v (Date (Signature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUIJLDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Main Bldg. Footings StemwaI I Slab Piers Garage Footings Stemwa I I Slab, Carport Footings Slab Patio Footinas Parapets 1st Floor Restroom Finish 2nd Floor Windows — O 3rd Floor Siding To out Roof Sheathing Water Piping Roofing f LJ Sewer Fdn. Vents i Fixtures Garage Vents Water Htr. Insulation Heaters Prov. for physically handica ped Conformance of ex. structure Appliances Gas Piping & Temp. Gas Final Sanitation FIREPLACE Final ELECTRICAL Stucco Final Subpanels / Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Duetc I Indomr—nd Interior Lath I Ventilation Permanent l Door Closer Final Final /g d MOBILEHOME UTILITIES ------------------ Elec_ Service Elec. Pedestal Water Piping Sewer Gas Piping OBIL�EMOMEINSTALLATION - - - - - - - - - - - • - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE —_ — REMARKS OR CORRECTIONS U4-&'/�vlin/` c z- 0, " & I- cc -,(,C P ` ewe G 4K (NOTE: An entry must be made on this form each time you visit the job site.) 1 BOUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS ' 7 County Center Drive — . Oroville, California 95965 Telephone: 534-4541 APPLICATION -AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned erty for inspection purposes. Datel� Sig a of I e or Agent Receipt No. �3M4o QQ � White-D.P.W. _ Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREJG iB,15,F PUBLIC WORKS BY Date ,Z—S--Po Building permit expires Date -Z_'-� �� BUILDING Owner P2*cry SQ. FT. OCC. BUILDING VA ATIO 'L I 2'LZ Mailing Address 37Z LUD6EV10, X027 LZlo Telephone No. Contractor Mailing Address 49 CRAws f/I -f�- FireplaceTotal Valuation /Z<--> Telephone No. Permit Fee Building Address 952 Z ` Plan Check' /or Penalty Permit Fee $ 4/2 -1 -- PLUMBING No.1 @ FEE PERMIT FILING FEE J$3.00 G� 2 bbT ! a Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No.;j -73 —,Z Zoning & �lanning Water piping 1.50 Each gas water heater or vent 1.50 FtK V6. S tion Fire Dept. Fire Zone Use Permit Gas piping system 1 -5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map R/W Improvem s Each additional outlet .30 Building sewer 5.00 Bldg. Plan�c'd Parcel A royal Plans royal Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ permit Fee $ $:,q_ ELECTRICAL No.1 @ FEE a PERMIT FILING FEE $3.00 ,OD Single Family ❑ Duplex ❑ Mobil Home EJt Others r il Main service SUOV OR LESS too AMPLESS 5.00 Main service EA. ADD'L too AMP 2.50 Main service OVER (5 OR LESS 25.00 Main service EA. ADD•L too AMP 1.00 OR ADDNS. ACCLBLDGS. -_VTJ 4) 22sq It CONTRACTORS LICENSE LAW 1 am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: O IAJ NEW cDNSTR MULTLOUTL ET NON-RESID, BRANCH CIRCUITS) 2.50ea " NEW CON ST R. POWER APPARATUS.a NON-RESID. SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES) BAL 11 Ex. QCCU FIXED APPLNS. OR Occup.(RESID.) EA) 2.00 Temporary service 10.00dl Mobile Home Facilities 15.00 License No. 3/3�r�,/ Classification Y �� Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ /0 U $ G C WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I� I certify that in the performance of the work for which this 4V permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned erty for inspection purposes. Datel� Sig a of I e or Agent Receipt No. �3M4o QQ � White-D.P.W. _ Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREJG iB,15,F PUBLIC WORKS BY Date ,Z—S--Po Building permit expires Date -Z_'-� �� a wi ir7 'TO 31/ 10 f-.X- vj 3 9 1,- - , X'(7 uj vz. IDL 0 7: 270.00' 0 0 7�9 l<- lo i h1 : ! i -,(. '51-4 1 e —'l 1 I fL4 30'�O 3f " Top bc. :0 lli'jh wil"n it-.tcrmorliafc rails to be not over 9 in. apart, . . . . . . . . . . ���� %�� FRONT k Top rail 'n. hi7h with tr: � m rails to b(2 not 9 ia. ;,Part. LS ovo?r 9 in. foudAT iON SECT iON C"" -r fOUdATION V -r fOUdATION ?iw Building Permit Number: Q - 33 0 q/ Owner Name: R e -,5t U , Residential Construction Re uirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 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 -;L�� Your parcel lies within a designated 100- p _, �z� gn year flood lain. 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. 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: © 3 — 36 9 9 Owner Name: Parcel lies within the State Responsibility ponsibili Area SRA). Comply with attached requirements. Fire sprinklers are required in this structure. MThe following parcel map requirements shall be met: I'5 All structures and equipment including overhangs shall be clear of all easements. A setback of 5 feet from the side and feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except fora 2 fookt ng. ;5 Expansive soil may be encountered on this s" condition nay require the foundation to be designed by a California registered engineer or licensed architect. BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS — 7 County Center Drive, Oroville, CA._ PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: John F. Derry electrical rating? ----------------------- 200 Lot 90, Unit 3 2. Installer's name: Carneros Mobile Transport --------------------- 200 Amps 3. Is the site currently under permit? Yes /X / No Amps 8. (If yes, furnish permit number 1546-79P,E ) OR service? --------------------------------------------------- Is the site an existing site? Yes / / No /X7 (If yes, furnish two (2) plot plans.) (Load) -0- (Amps) 9. 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and 10. clear of all setbacks and easements? Yes / X / No 11. (If no, clarify is the gas pipe length from meter or tank to the mobilehome? -0- (ft.) _. ) 5. What is the mobilehome electrical rating? ----------------------- 200 Amps 6. What is the mobilehome site service rating? --------------------- 200 Amps 7. What is the mobilehome site circuit breaker rating? ------------- 200 Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes / / No (If yes, identify the load and size: (Load) -0- (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- -0 (in.) 10. What is the type of gas service? ----------------------------- Natural / / LPG 11. What is the gas pipe length from meter or tank to the mobilehome? -0- (ft.) _. 12. What is the mobilehome gas demand? --------- --- -0 (BTU) (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) ' COUN 6RTM DING DEPA P F3 0f: MOB ILEHO':'�E SUPPORT DATA •If other than single wide, 9_453 Flip 1979 Mobilehome Mfr. Dual Wide -If Setup Model No. Year, NET Width 24 (ft.) Box Length 62 (ft.) Tagalong or Expando Size ----ft: x ---- ft, (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. Footings. (check on( Single X� 1. Wood either pressure treated foundation grade. 124 x 30 � . (in.) (in.) 2. Other (specify) Center support Center support locations* looting sizes Supports (check on( (in.) XD 1: Concrete block. 48 30 2. Other (specify) ® x - (ft.)(in.) (in.) (in.) --- Tagalong or Expando; show support detail; 36 30 (ft.)(in.) (in.) (in.) Typical Support (in.) (in.) Footing Size a 36 x 30 (ft.)(in.) (in.) (in.) `��', -- Max. Pier Spacing 24 x 30 ®o -- Max. Over 0 (in.) in. (ft.)(in.) i$ � 'BUTTE COUNTY 4� BUILDING DEPARTMENI Vj* APPROV ED *If center piers are other than drawn above, - - _-_� I Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/2/2003 INDEX PAGE RELEASE SECTION NUMBER DATE INTRODUCTION 2 9/2/03 GENERAL INSTALLATION 3 9/2/03 PARTS LIST 4 & 5 9/2/03 LONGITUDINAL DEVICES 6 9/2/03 PIER HEIGHTS 7 9/2/03 SET-UP INSTRUCTIONS 8 9/2/03 FOOTER SIZES WIND ZONE I - SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 WIND ZONE II - SINGLE 13 9/2/03 - DOUBLE 14 9/2/03 - TRIPLE 15 9/2/03 V -DRIVE & PIER SYSTEMS 16 9/2/03 SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION 18 & 19 9/2/03 COMPONENT PARTS AVAILABLE UPON REQUEST SPA Approval MANUFACTURED HOMWOBMB HOME FOUNDATION SYSTEM MALTH AND SAFETY CODE, SECTION 18551 APPROVED BUWECr TO CORREC71ONS NOTED kPPROVAL DOES NOT AUTHORIZE OR APPROVE ANY MISSIONS OR DEVIA71ON FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIONS Stato of California 0udo and Community Dovolopma t N :CODES AND STANDARDS I ._ / t- (oil) / 9 ©3- 3409 9 "n c TT` �3UCOUN 4UILDING DEPARTMr., APPROVIF CO O N O O O Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Introduction These instructions describe the proper use of.the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. The Vector Dynamics'Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalis with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone I, 8" fo Zone II Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes 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 may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. Page 2 California 9/2/03' 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. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth.. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE -TERMITE SHIELD To. cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the I -Beam. See illustration below. 1. Attach frame hook to top inboard location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. c � Page 3 California 9/2/03 Vector Dynamics Foundation Systems . Lateral Component Parts List Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ff. single/double block pads with hardware, swivel straps and slotted bolts Vector System Lateral Stabilization for Concrete # 59036 - Single (only) block pads'with hardware, swivel straps and slotted bolts # 59049 - Double block pads with hardware, swivel straps and slotted bolts. Vector System Lateral Stabilization ,For Difficult/Rocky Soils # 59287 - V -Drive System Must be used with: # 59018 - Vector for single/double block pads 3 Sq: Ft. Pad Vector System # 59271 - Vector 3 sq. ff. pad (2 required) # 59024 -Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolts not included. Page 4 California 9/2/03 Vector Dynamics Foundation Systems Longitudinal Component Parts List Longitudinal Stabilization Hardware Kit. # 10733 - (for use with 59018 Vector System, single stack block sets only. Longitudinal struts not included) Longitudinal Stabilization. Hardware Kit for Concrete # 59023 - Includes 2 beam clamps, tension brackets, nuts and bolts. (for use with #59036 & 59049, longitudinal struts not included) 3 Sq. Ft. Pad Vector Longitudinal System # 59026 - Includes 2 beam clamps, 2 tension bra_ ckets, nuts & bolts. (for use with #59271, longitudinal struts not included) Struts for Longitudinal Systems Part NO." Length Pier Height # 59016 30" up to 2 Blocks # 59012 39" up to 3 Blocks # 59013 44" up to 4 Blocks # 59014 53" up to 5 Blocks A 59015 ; 65" up to 6 Blocks PVC Adopter Bracket # 59281 - For use with Schd 40 PVC Center Compression Strut Li # 48612 - Single Section, 62"- 108" t # 48613 - Double Section, 34"- 60" (includes short u -bolts, nuts, washers and 6 self taping screws) : Page 5 California 9/2/03 C Longitudinal Stabilizer Devices The use of LSD systems on a single or multi section home replaces longitudinal anchors, stabilizer plates and .straps. The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-13. LSD Combine Vector Dynamics & LSD 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) Note: Two struts =1 L.S.D. system. 3. Longitudinal Strut (2 per system) Can be used on one pad or slipt on 4. Tie Bracket (2 per system) opposite ends of the home. Examples of Possible placement: Wind Zone (Contact TIE DOWN for placment in other Wind Zones) I Triple Section Wind Zone I Single Section I I I I 1 1 I I I I I I I I I I I I I I I I I I Wind Zone I Double Section 18 Ft. Max. 32 Ft. Max. Forgreater widths use triple section design. Page 6 Wind Zone I Tag Section 9 48 Ft. Max. California <Z I: 9/2/03 1 50 in max. Maximum Pier Height Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches.for single section homes. On multi -section homes in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 12 for double section home high pier set.instructions. 50 it max. Unequal Pier Heights Maximum Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". N ®: Page 7 California 9/2/03 Set -Up Instructions for Vector System #59018 Long U -Bolts 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 8 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out- side 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. Califor 9/2/03 w cp CD .n Note: L.S.D.= Longitudinal Stabilization Device n See Page 6. w 0 W. . WIND ZONE i N o �2 sq. ft. pad Soil Classifications: Soil Bearing Capacity: Anchors Required: 2 � .max. rlp 34 max NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' 2, 3; 4A, & 46 instructions and/or state requirements. 1,000 PSF minimum 30" with 24" helix anchor (59095), 12" stabilizer plates (59292). 1-1/4" frame ties Home Length Vector Systems Required Anchors Required Per Side or 24" Pier 24+" Piers L.S.D. 0 to 72' 3 2 3 2 73' to 90' 4 3 4 2 WIND ZONE I, SEISMIC ZONE 4 1 \ I Vector Dynamics Systems .Required for . - " - - ' " I I ♦ \ Single Section Homes (Materials Required) Thome sectio j 2 yy \ ; 1 \ Note: L.S.D.= Longitudinal Stabilization Device n See Page 6. w 0 W. . WIND ZONE i N o �2 sq. ft. pad Soil Classifications: Soil Bearing Capacity: Anchors Required: 2 � .max. rlp 34 max NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' 2, 3; 4A, & 46 instructions and/or state requirements. 1,000 PSF minimum 30" with 24" helix anchor (59095), 12" stabilizer plates (59292). 1-1/4" frame ties Home Length Vector Systems Required Anchors Required Per Side or 24" Pier 24+" Piers L.S.D. 0 to 72' 3 2 3 2 73' to 90' 4 3 4 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) n w 0 W WIND ZONE I, SEISMIC ZONE 4 Vector Dynamics Systems Required for Double Section Homes �e ' (Materials Re uired - - " " - ' _ ho J i all a0 Nia�� _�%� ���1��■�. ''�,��—�����i. � _.ems NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. No anchors required. For pier heights up to 46" for WIND ZONE 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: None (*Marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required Anchors Required Per Side L.S.D. 0 to 40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 0 4 85' to 90' S 0 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. WIND ZONE I, SEISMIC ZONE 4 _ _ - - _- ►tee ' on k terns' Vector Dynamics Systems Required for - _ - - _ _ - - "fl m�1t� seo�tvectIro °r Sys Triple Section Homesamp5 9 era\ Spawn geneve (Materials Required) __tion EX sh°`" v NOTE: Co When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home n manufacturers' instructions and/or state requirements. w 0 Tag ori full triple 2 sq. tt. pad 2 sq. ft. pad A v Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': None ('Marriage wall anchors may be required by home manufacturer.) Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 2+2 on Tag 0 2 1 49' to 71' 3+ 2 on Tag 0 2 1 72' to 84' 4+ 2 on Tag 0 2 2 85' to 90' 5+ 2 on Tag 0 2 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) Vector Dynamics Systems Required for _ - - - _ ' . \ Double Section Homes (High Pier Sets with Diagonal Ties) ,00Me ' \I 2, do�b\e Sect%on I \ 1 NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. W WIND ZONE I Max. Height Unit Width See Page 7 co N I -Beam (a Spacing A �2 sq. ft. pad c• as' Min. 0 to 48' 2 2 2 49' to 71' 3 3 3' 72' to 84' 4 4 4 85' to 90' 5 5 4 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF.minimum Anchors Required': 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292) 1-1/4".frame tie with connector Each Vector System requires one of the following. 14x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE II, SEISMIC ZONE 4 (Hurricane) 1 1 Vector Dynamics Systems Required for - _ - -' - ♦� \` Single Section Homes (High Pier Sets with Diagonal Ties) : - '- t�on ho 5 ems. u%dex%nes - - - - - ' a 2 f Sq ,n9eoe'scs allat%oneck0l n`anua� 9 EXampsho s Mist be to hom in Ulustcaatnd - 3cin9 - - ♦ ♦ \. dation PSP ads - _ ; : _ - - ' ♦ ♦�♦ ♦ i . 1 F oun r h c0 ♦ ,y . 1 t — — � - 2R ,nax ryP. co sv 0 WIND ZONE II (not to scale) �2 sq. ft. pad Soil Classifications: 2;3, 4A & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30° with 4° helix anchor (59095), 1-1/4'vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Equired per side LSD 0 to 48' 3 5 2 49' to 60' 5 6 2 61" to 72' 6 7 2 73' to 84' 7 8 2 85' to 90' 8 9 2 NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. Each Vector System requires one of the following: . 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) CD W WIND ZONE II, SEISMIC ZONE 4 Vector Dynamics Systems Required for _ ' ' " - �t�on hers eR`S' Double Section Homes _ - _ - - ub\e Ser NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with -steel compression strut is 4,000 lbs. per the K2 Engineering test report. WIND ZONE II (not to scale) \2 sq. ft. pad/ Soil Classifications: Soil Bearing Capacity: Anchors Required*: 2,3, 4A & 4B 1,000 PSF minimum 30° with 4" helix anchor (59095.), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Anchors Equired per side Vector Systems Required LSD 0 to 48' 4 4 3 49' to 60' 5 5 3 61" to 72' 6 6 3 73' to 84' 7 7 4 85' to 90' 8 8 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE II, SEISMIC ZONE 4 Vector Dynamics Systems Required for -e Triple Section Homes - - - ' " - 1t, Seo k.%On ° yskems; _ \ (Materials Required) _ _ _ _ - �6 it "emci r c r -------- _ - _ EXamp haws general ePa lwstiratlons A X345 _ ��� a.Tv', xskWb _....—...,>3°xae. ` i, 43; 1 v� r +. � �, � y 1 1 p� ` ♦ � . � "Ai . � Q0 Ail NOTE: When a pier height at Vector locations exceeds 46", an5 Anchors Required Per Side anchor must be used on the outside wall/beam at that 0to48' approximate location. a \ \ NOTE: Vector Systems should be spaced as s , symmetrically as possible along the length of the, 4+2 on Tag home. Pier spacing must be consistent with home 3 manufacturers'• instructions and/or state requirements. Tag or ----IV 4+3 on Tag full triple - Soil Classifications: 2, 3, 4A, & 4B 2 Soil Bearing Capacity: 1,000 PSF minimum S+3 on Tag Anchors Required*: 3/4" x 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 LSD Main TAG 0to48' 3.+2 on Tag 4 2 1 49'to71' 4+2 on Tag 6 3 2 72'to84' 4+3 on Tag 7 3 2 85'to90' S+3 on Tag 8 3 2 N) ach Vector System requires one of the following: w 1-4x4 or 2-2x4's pressure treated wood compression member, _ Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) A 2 sq. ft. pad 2 sq. ft. pad Vector Dynamics Metal Pier & V -Drive Installation METAL PIER FOUNDATIONS For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U - bolts. Outside Tension brackets attach the same, Inside tie brackets mount "upside down' as shown in drawing. Metal piers using the Vector System can only be used on level ground sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 4x4 per, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. V_ for rocky sc re used onlv'in Yon homes. V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be installed. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bol ut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt.-ContiRTe tightete in strap until all slack is out and strap is tight. N C_ p Page 16 California `�L/ — 9/2/03 , � VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs -in. . 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 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 gauge 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 Ib -in. 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. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: Footer Size: _ 16x16 = 256 sq. in. _ 20x20 = 400 sq. in. _ or 16x18 = 288 sq. in. or 17x25=425 sq. in. - EQUALS- y EQUALS 2 -Vector Pads # 59275 - 1 -Vector Pad # 59271 288 sq. in. or 432 sq. in. 1 Vector Pad # 59130 Vector Pad(s) exceed the surface area required when used as the equivalent liste bove. 'Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional En in ar with site conditons C 03 Page 17 California 9/2/ Vector Dynamics System for Concrete Applications Instructions 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"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3.. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One of a Single Section Set -Up Vector pg for concrete footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt 101; YWAM Mector Dynamics System for Concrete Applications Instructions 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. 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 ori 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. Wedge the pier set at this time. 16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration T Inside Tie .Bracket Compressi( boards or PVC Pipe 1 UV%, 1 a uamul I is gad to ® c Aj U/2/03 rc Building Permit Number: Q 3 - J7oo Owner Name: (�C Residential Construction Re uirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 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 El 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. 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: t3-370�) Owner Name: }+��+=i Parcel lies within the State Responsibility Area (SRA). Comply with attached tE� ji�ie L_;u_i requirements. Fire sprinklers are required in this structure. MThe following parcel map requirements shall be met: s ' All structures and equipment including over angs shall be clear of all easements. A setback of� feet from the side and feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foo # 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. Pj, REQUEST FOR INSPECTION , Permit No.. 03 — S (V 6? 47 Lociition: 0 owner: -- 1;=�� Contractor: Comment: BLDG. PLUIVIB/IVIECH ELECTRIC M.H.I./M.H.U. P =INSPECTION Form Rough Rough Fnd/Ftg Frame/underfloor Top Out Temp. Service Job Status Stucco Lath Gas Pipingrrest Main Service Corrections Permit Renewal Stucco Brown Temp. Gas Underground Final V * Woodstove Sewer Piping Well Circuit �Tle �Ste Brace Panel Water Piping POOL Insulation ShowerPan Nailing Gunite Demo Bonding Light Niche Corrections Corrections Corrections Final Final Final Corrections Ready for llnspec.on: I I I Final Date: Call Ll Phone: MIN .PR 4NSPECI .OST : REPORT .� �:Y::''�:`::• :' xis .. ' �. DATE: LOCATION: VIL Or0//l-ffe AP. # 0 -CONTRACTOR:---3/?V6!5- j/�QJG�(� ZONING: PRE-INSPETION FOR: EX Al /4" F—xWr DATE TO INSPECTOR: PERMIT HISTORY:( ) NONE ( ) AS FOLLOWS: BUILDING INSPECTOR'S REPORT Building Description: Electric: Gas: Commercial/Usage: ResidcntiaY# of Units: Currently Occupied . Abandoned/Vaeant Yes No Electric currently On Off Condition of Electric Natural Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious SewageProblems Comments: ACTION RECOMMENDED: ISSUE-_ ►� 'HOLD FOR Inspector:,.--�7. Date Z GI Sketch buildings on reverse and indicate location on property. COU14TY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION County Center Drive + Orovllie. California 35965 v Telephone (530) 538-7541 (Rev. 12/96) APPLICATIONANDPERMIT r')r.0 _ a(v--o BUILDINGPERMIT ASSESSOR PARCEL NUMBER — — — VALUATION CONSTRLtc=N LENDER L`.N=:M FAZJUNG ADDRESS ARCKn= OR ENGINEER ARCHITECT OR EUMNEERV MAIW'G ADDRESS BUIIDINd ADDRF95 LOTNO- SO. FT. Permit Fee N- $ 20.0 I $ O �r ng Fee $ PERMIT PEE s Each Trap _ USEOFSTRUCTURE Solar or heat pump water heater SF O Duplex 17 tUlobBahome OtlLer Water piping_ sr�sY Each gw Water head or vent TYPE OF WORK Gas'n t - 5 Outlets r stem New 0 Addition 0 Remodel 0 LkYbes O >rvsuPatIcn C Other BuHd' sewer Mobile }come I S11G W Describe Work: PERMIT FEE S l ELECTRICAL PERMIT I1aaa+t OR LESS I Main Service �OAOR LESS Main .-Service, —TO moan NEW OUNST. r DwE IM occur ding Fee 20.0 7.00 28.00 1 E00 jg�,'CO 15.00 15.00 15.00 @20.00 Fee .20.0 23.00 48.00 PERMIT FEE PAID $ �' -- & S¢JGLL:OIlRET «g. a Occup- OUTLET ORMnMESeat. % �.so Ex. Occu .ou=AT F.A. 5.00 SR ;$ Temporary Service 23.00 Mobile Home Facilities 20.00 Msa. Wiring 23.00 SHERIFF $ PERMIT FEE 14 MECHANICAL PERMIT Filing Fee 20.0 OTHER $ Meati Cooling f icod 6.50 Ventilafion PERMIT FEt $ Mobile Home Installation Fee $ Energy inspection Fee Is GONSL TY>= TOTAL IEEE S 349rl .. HAZ 0. FEES MPFI,000 COF PARCEL PD AMOUNT RECEIVED� This permit Is hereby issued under the applicable prmisior of the Butte County Code andlor Resolutions to do wo indicated abovetor which tees have been paid. G DATEDATE RECEIVED. By Date �_ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7r� PERMIT NC (Rev.12/96) APPLICATION AND PERMIT -L3 ASSESSD AR �p���—Q ZO1 BUILDING PERMIT ow --.5 7 7 f 0,--e— T "E///z-j I SQ. FT. I OCC. BUILDING VALUATION (9100. CONTRACTOR'S NAME CONTRACTORS MAa24G ADI CONSTRUCTION LENDER IENDERS WAILING ADDRESS ARCHRECr OR ENGWEERS MALLM ADDRESS Total Valuation I $ 1 rT Fling Fee Permit Fee Plan Checking Fee Energy Plan Checking Fee PERMIT FEE LOT NO. SURDNLSION'S NAME PLUMBING PERMIT USEOFSTRUCTURE Each Trap Salar or heat pump water heater SF ❑ Duplex ❑ Mobflehome ❑ Other Water piping sTrFr Each as water heater or vent TYPE OF WORK Gas piping system 1 - 5 outlets New ❑ Addition ❑ Remodel ❑ UBGfies ❑ Installation ❑ Other ❑ Building sewer &/'dlw9�AGU�/� 6 X �6 . /n2 �( /3 i Mobile Home S G W Describe Work: /r ��•, � P x3 PERMIT FEE $ ELECTRICAL PERMIT; Main Service / 2n600YDAORiESS Main .Service { 200A To 2000A 20.00 fling Fee 20.00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 g Fee 20.00 23.00 46.00 FEE PAID cON3"'PE FOLVT3t APPARATV$ NAZ D. FEES .PERMIT FLOOD a sufGLE ourLFY dR. PARCEL FD I HD @SUI _ • Ex. Occu . OUTLET OR FDTURES 20 00 13AL @ I.90 FDMD Ex. Occup.UT ' OR 5.00 SRA $ Temporary Service 23.00 Mobile Home Facilities 20.00 ' Nese. Wiring29.00 SHERIFF $ PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20. D0 OTHER $ Heating Cooling Hood . 6.50 $ ventilation PERMIT FEE S Mobile Home installation Fee $ $ Energy Inspection Fee $ AMOUNT RECEIVED $ OCC cON3"'PE TOTAL FEE $ .7 S NAZ D. FEES I IMP FLOOD COF PARCEL FD I HD @SUI This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do wcrk DATERECEIVED. indicated above for which fees have been paid. By Date L5 ?:31? j John F. Derry 5�S -3q-2' Lodgeview Dr., lot 90, KR#3, Oro Permit #1546-79P,E(util.,Ig.) • ELEC . - = -10 © k GAS S� �6-n SUPPORT STRUCTURE REQ. COMPACTIONTESTREQ. 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ALUMINUM 1pN "� STRU SEEROOHEDULELI .- PROJECT O.H. CTURf VARIeS FOR SPANS ,H SP 12' OPTIONAL, 1/4' MIN. OA. VARIES, SEE SCHEDULE 1 DETAIL 6 FOR SPLICE- POSOPTIONAL=CANTILEVER BEAM SQ. POSTS, SIZE VARIES ff SCtic ACI G SEE SCHEDULE 3 FOR MUST BE INSTALLED VERTICALLY C3 POST SPACING O,H• N POST MAY BEAR ON 3 1/2' SLAB ALTERNATE Iiq POSrr� fkCf SEE NOTE 2 SINGLE POST SPACING SEE SCHEDULE 2 FOR HEIGTHS POST A D SAT ICE ENDABAYSIS FOOTING WHERE REQUIRED 18'd SEE SCHEDULE 3 FOR FO❑TING SIZE 1/2 x 9' STEEL R❑ NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. W/CANM,EVER OPTION GENERAL NOTE, 1. ALUMINUM DESIGN PER 'ALUMINUM MANUAL' BY THE ALUMINUM ASSOCIATION AND PER TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE CODE AND 1997 UNIFORM BUILDING CODE. 2 POST MAY BEAR ON CONCRETE SLAB IN LIEU OF FOOTING ONLY WHEN GUTTER BEAM SUPPORTED PATIOS ARE USED WITH SHEAR CONNECTION TO 12' MAX. PROJECTION. CONCRETE SLAB SHALL BE A MINIMUM ❑G 3 1%2' THICK,' IN GOOD CONDITION AND APPROVED BY THE ENFORCEMENT AGENCY. POST SHALL NOT BE INSTALLED LESS THAN 1/2' FROM EDGE OF SLAB ANDB�ALL NOT CARRY MORE THAN 500 POUNDS WHEN ON CONC. SLAB. SEE SCHEDULE (3) FOR POST SPACING. FOR NEW SLAB: COMPRESSIVE STRENGTH IN 28 DAYS ''�� BE 2,500 P.S.I. MINIMUM. 3. SOIL MAY BE ANY NATURAL SOIL OR MEDIUM TO COMPACT FILL EXCEPT 1 BEARING VALUE 1 000 P S F PANEL SPAN AND OVERHANG FOR 20# L.L. PATIO STRUC'T'URES 7 N.09R. U.S.) r7' L40' 25' 67' = T 4#40 I .0R1 A 2.46' 170' 40 40' 148' 3.00' �--4.50' — 4.50' 4.50' 4.50 3 0� 24.00' ALUM, ALLOY 3004-H36 OR EQUAL 24" TRI= V" PAN T= .018 T= .024 T= .032 SPAN O.H." SPAN O.H. SPAN O.H. 9'-2 2'-3' 10'-8' 2'-8' 13'-3' 3'-4' 10 x 1/2' SMS 24' 24' TRI -"V' PAN .o• ALUM. ALLOY 3.00' OR :Q75' CL 7/16'0HOLE 6' 2 FLANGES8'APART s 5'Ts BASE FLARES 14A. TYP - - SIDE3OFI FLANGES 55D' 1-7/16'0 HOLE CL 2- 5/16'0 HOLE 6 2-3/8' HOLES .TYP. TYP. EA. SIDE ASTM A653 SS GRADE 40 STEEL SCHEDULE 1 12' HEIGHTS ALUM. ALLOY 3004-H36 OR EQUAL 8"x2 1/2" FLAT PAN W/(2) -V'S T=.024 I T=.032 I T=.040 T= .020 ALUM ALLOY 3004-H36 OR 12" x 3 1/2" W PANEL T= .024 1 T= .032 .040 11'-3'2'-10'12'-4' 13'-1'113'-3'13'-4'1 12'-O'I 3'-0' 14'-0'I 3'-611161-0' 1 4'-0'I17'-0' 14'-3' 10 x 1/2' SMS , 8"X2 112" FLAT PAN W/(2}V'S COLUMN / POST TYPES 3,00 -SQ. `ALUFL— LOOSE DR ORGANIC TYPES. SD L • • • NOTE, NOTEI 4. FASTENERS TO BE GALVANIZED DR CADIUM PLATED ❑R STAINLESS USE ONLY WITH ALUM. POST USE WITH ALUM POST OR STEEL POST. 3" SQ. ALUM. POST STEEL OR '2024-T4 ALUMINUM: ALUM "T" BRACKET STEEL "T" BRACKET ALUM. ALLOY 3004-H36 MOBILEHOME AWNING DATE 20D3 e/03 KK FORMATTED/AUTOCAD FOX ENGINEERING INC. NONE STATE OF CALIFORNIA 11AIE � JAMES M. FOX, STRUCTURAL ENGINEER 20 PSF FREESTANDING Dv" BY. KAK JAMES G. FOX, CIVIL ENGINEER 8060 ELEGRAPH RD. DOWNEY, CA 90240 FAX 5. MISCELLANEOUS STEEL SHALL CONFORM TO A.S.T.M. A-36. IPTIONAL DECORATIVE 6. PAINTT 'RUST-D-LEUM' OR EQUAL RUST INHIBITIVE PRIMER AND -FINISH COAT. vi 7. ALL ALUMINUM ALLOYS TO BE AS SPECIFIED, OR AN APPROVED EQUAL. ALUM. ALLOY o 8. ALUMINUM IN CONTACT WITH STEEL SHALL BE PAINTED WITH 'JDNES- OR HARDBORD) DABNET' ZINC RICH 392-151 PAINT OR AN APPROVED EQUAL. 52' .61' .F 9 EACH PATIO COVER SHALL HAVE PERMANENTLY AFFIXED AN IDENTIFICATION 2.04' TAG WITH THE NAME AND ADDRESS OF THE MANUFACTURER, ROOF LIVE LOAD, 2-#12 HORIZONTAL WIND LOAD, WIND UPLIFT, APPROVAL AGENCY AND APPROVAL NUMBER. 111 10. ALUMINUM POSTS MAY BE USED ONLY WHEN GUTTER BEAM SUPPORTED PATIOS lGNOPACIDREDf101�M09QbR0lO! A >�+11asANDeeParYc>oDs•nm�mr �>, PAi : l ARE USED WITH SHEAR CONNECTION TO 12' MAX. PR❑J. eocsBD8AF COMM lM(Wll3, OR 4.0' EXTRUDED GUTTER 11. SOLID PATIO COVER MAY BE ENCLOSED WITH OPEN MESH INSECT SCREENING `� AND / OR WITH READILY REMOVABLE 1/8' THICK (MIN.) PLATE GLASS, OR .115' THICK (MIN.) SHEET GLASS ONLY WHEN GUTTER BEAM SUPPORTED PATIOS ARE rveTaxrocvaTuonDNaNOT» FLASHING (ALUM ALLOY 3004-H34) USED WITH SHEAR CONNECTION TO 12' MAX. PROJ. PATIO COVER ENCLOSURES AMIUMDMI=AVMOMMCRAPMOWANYOMISSION CONSTRUCTED OF RIGID MATERIALS SHALL BE APPROVED UNDER SEPARATE STANDARD GRDHVIMON FROM MWIRORNM 09 AIVUCAB18 PLAN APPROVAL. SCREEN ENCLOSURES AND WIND BREAKS MAY NOT BE ATTACHED TO lwauweAMR8aUL4=)M COLUMNS AND MAY BE SUPPLIED BY OTHERS, SOLID MATERIAL ENCLOSURES REQUIRE um ARnm�DPernlaTNa AND COMMUMTYDHMlWWP NT PERMITS BE OBTAINED FROM THE ENFORCEMENT AGENCY. fO AND rT A= o3 12. DESIGN LOADS: L.L.= 20 PSF = ��. WIND LOAD= 10 PSF HORIZONAL APPLIED TO TWICE THE PROJECTION AREA OF ALL ELEMENTS OF THE FACE IF OPEN AND TO GROSS AREA IF ENCLOSED. UPLIFT= 10 PSF MOBILEHOME AWNING DATE 20D3 e/03 KK FORMATTED/AUTOCAD FOX ENGINEERING INC. NONE STATE OF CALIFORNIA 11AIE � JAMES M. FOX, STRUCTURAL ENGINEER 20 PSF FREESTANDING Dv" BY. KAK JAMES G. FOX, CIVIL ENGINEER 8060 ELEGRAPH RD. DOWNEY, CA 90240 FAX IL" X 3 li,z- vv rt%iNCL SCHEDULE 2 .-...-J 3.00' SQ. L—. __4 3.00' SQ. �_ TYP O 07 ' 'ALUM. .048'STEEL �1LOOL. .28' @ 1_111. ALUM. ALLOY 3004-H36 13" 50. ALUM. F05 I 3" SQ. STEEL POST ALUM. ALLOY 6063-T6 ASTM A653 SS ADE 40 TYPES & ATTACHMENT DE'I Z.F. GUTTERI GUTTER EXT. CLIP LTERNAkTE, 1/4'0 1.79'❑R .79' jE'4SL DE WASHERIDE OF 3' POST.D '' 2,57' 44 01 + 2.19° o I 2.08' 2.35' 3' SQ. POST + y T SQ. JAMES M. FOX SE 516 JAMES G. FOX 621543 3' SQ. POST O 6.5" ROLLFORMED U SQUARE STEEL POST I A653 SS GRADE 41 OR ar OCCURS R�—�4' BEA] IPTIONAL DECORATIVE .085' vi "ASCIA (WOOD, ALUM. ALUM. ALLOY o SPLICE ALUM. AL OY OR HARDBORD) WHERE 6063-T6 52' .61' .F OCCURS 2.04' Ll=, 2-#12 x 1/2' S.M.S. 111 f--3"SP.0HEAR A EACH SIDE OF 3' SO. POST (4 -TOTAL) OR 4.0' EXTRUDED GUTTER 2,00' `� EXTD'•OR RF. GUTTER IL" X 3 li,z- vv rt%iNCL SCHEDULE 2 .-...-J 3.00' SQ. L—. __4 3.00' SQ. �_ TYP O 07 ' 'ALUM. .048'STEEL �1LOOL. .28' @ 1_111. ALUM. ALLOY 3004-H36 13" 50. ALUM. F05 I 3" SQ. STEEL POST ALUM. ALLOY 6063-T6 ASTM A653 SS ADE 40 TYPES & ATTACHMENT DE'I Z.F. GUTTERI GUTTER EXT. CLIP LTERNAkTE, 1/4'0 1.79'❑R .79' jE'4SL DE WASHERIDE OF 3' POST.D '' 2,57' 44 01 + 2.19° o I 2.08' 2.35' 3' SQ. POST + y T SQ. JAMES M. FOX SE 516 JAMES G. FOX 621543 3' SQ. POST O 6.5" ROLLFORMED U SQUARE STEEL POST I A653 SS GRADE 41 OR ar OCCURS R�—�4' IBM= :o .085' vi TYP. ALUM. ALLOY o SPLICE ALUM. AL OY 6063-T6 WHERE 6063-T6 -T— OCCURS 2.04' Ll=, .TYF' 4RIB2'MAX[`�r ALUM. PAUILDI�iG Iia., ' 111 f--3"SP.0HEAR 4" I -BEAM OR OR 4.0' EXTRUDED GUTTER 17" )-BEAM SHEAR STRIP FLASHING O ROOF LIVE LOAD 2D# L.L. MOBILEHOME AWNING JOB NO. 03-0166 DURALUM PRODUCTS INC. REVISION DATE 20 P.S.F. 8269 ALPINE AVENUE 8-2003 SACRAMENTO, CA 95826 SPA ## 88-69 (916)452-7021 (909)7354500 SHT 1 OF 2 060' CONT. SHEAR STRIP FLASHING OR 3 LAYERS CONT. ALUM. FLASHING 010 x 1 WPENE. .018' MIN. @ 16'O.E. INTO SOLID WOOD � j'�''`'�' � � j COU 010 @ EA LOCK OR @8 @ DEPAR r 4RIB2'MAX[`�r ALUM. PAUILDI�iG Iia., ' f--3"SP.0HEAR ONT.` TRIF `� EXTD'•OR RF. GUTTER FLASHING (ALUM ALLOY 3004-H34) SHEAR STRIP FLASHING O ROOF LIVE LOAD 2D# L.L. MOBILEHOME AWNING JOB NO. 03-0166 DURALUM PRODUCTS INC. REVISION DATE 20 P.S.F. 8269 ALPINE AVENUE 8-2003 SACRAMENTO, CA 95826 SPA ## 88-69 (916)452-7021 (909)7354500 SHT 1 OF 2 .v ALUM. -BRA UA WITH r POST TYPE A B C STEEL.'T'BR�K USE WITH POST TYPE E 3' SQ. POST LUM.'T'BRACKE7. USE (2)-1/4'0 H1LTI KVIK BOLTS OR EQUAL STEEL'T'BRACKET, USE (2)-3/8'0 HILT] KWIK BOLTS OR EQUAL 18• POURED CONCRETE FOOTING SEE NOTE ALTERNATE POST CONNECTION TO TOP OF FOOTING (2)-1/210BOL7s FOR ALL OTHER CONDITIONS 3'tEDI�hE 3" SQ. POSTS TO CONC. FOOTING O OR SLAB WHRREALLOWED STEEL POST ONLY: iI / USE POO 1 TYPE 12' MIN. EMBD. x9' LONG, VI _j FROM END SEE FTGS, OF POST �� SCHED. S INfO� OFO�TINDG4BED. O SIMPLE SPLICE 16'INSERT (188' THK. ASTM A36 STEEL 1/2' WELDED STEEL BASE PLATE (4}- 3/4'0 x 5 1/2' EMBEDMENT ID'x 10'x I/2' HILT] KWIK BOLT WEDGE ANCHOR OR EQUAL WITH PULL-OUT VALUE=18358 EA. SPLICE DETAILS (6) 1 FULL MOMENT alocuc II 012SJMS 0 (STOr.) TYP. THICKNESS =.07 (24TOT.) TYP. THICKNES96.035' " u II 638' II t t t +t t t 11 ++ tt ALUM ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063.75 FOR EXTRUDED OR 6063.75 FOR EXTRUDED NOTE USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR M ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS NOTE IF SPLICE OCCURS AT ALTERNATE N'TERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. TOTAL= c8r1/2•0 BOLTS TOTAL= (8)-1/2'0 BOLTS 1.25 p 0 0 l i 4.5' 15' —�Il nL 60Y I I Q �9 I O 4" (-BEAM FULL MOMENT (BOTH SIDES OF WEB) MOBILEHOME AWNING BATE 2003 STATE OF CALIFORNIA SCAT E NONE 20 PSF FREESTANDING °+n: By. KAK I7 20# L.L. SHEAR CONN. / FREESTANDING PATIOS SCHEDULE 3 Z 0 LU 0 a Z O m q— S �U m az im0 6.5" R.F. GUT'T'ER SPAN (FT.) 4.5" XTD GUTTER 13 3: cd 4' s' 6' 71 8' 9' 10' ill 12' 13' 16 4" I-BEA.M 0 7" I -BEAM 7 MAXPOST SPACING 12' HT 18'd FOOTING SHEAR CONN. SPJ FREESTAND. 1' MA)LPOST SPACING 12' RT 18' d FOOTING SIZE 8 9 MAXPOST SPACING 12' HT 18'd FOOTING SIZE MAXPOST SPACING 12' HT 18" d FOOTING SIZE HEAR CONN. FREESTAND. 11 SQ. F1C, MIN POST SO FTG MIN TP10PE SQ FTG MIN. POST TYPE SO FTG MIN. POST TYPE FTG. SIZE SQUARE MINIMUM POST TYPE FTG. SIZE SQUARE MINIMUM POST TYPE 4' 11'-11° 16'-1" 14" A 27" C 11'-3' 12" A 27" C 18'-2" 38" E 32'-9" 51" E 5' 9'-6° 14'-5" 15" A 27" C 10'-1° 14" A 27" C 16'-3" 38" E 29'-4" 51" E 6' T-11° 13'-2" 16" A 27" C 9'-2" 14" A 27" C 14'-10" 38" E 26'-9" 49" E 7' 6'-9° 12'-2° 17" A 27" C 8'-0" 14" A 27" C .13'-9" 38" E 24'-9" 49" E 8' S'-11° 11'-4° 17" A 27" C 8'-0' 14" A 27" C 12'-11" 38"E 23'-2" 49".E 9' 5'-3° 10'-9° 18" A 27" C 7'-6" 15° A 27" C 12'-1" 38" E * 21'-10" 47" E lo' 4'-9° 10'-2" 1B" A 27" C T-1" 15" A 27" C 11'-6" 38" E * 20'-8" 47" E 11' 4'-4" 9'-8" 18" A 27" C 6'-9" 15" A 27" C 11'-0" 38" E * 19'-9" 47" E 10'-6' 38" E * 181_11" 47" E 12' 3'-11' 9'-3" is- A 27" C 6'-6' 16" A 27" C 10'-1" 38" *NOTE: USE 3"x3° FOR MAX. E * POST C HT= 8' 18'-2° NOTE: x 3/16° 46° USE TS 3 112"x FOR IMAX. E 3 1/2" HT= 12' 13' 14' - _ - _ - _ - _ 6'_3' 6'-0" 16" 16" A A 27" 27" C C 15' _ _ _ _ - - s-9° 17" A 27" C 5'-6" 17" A 27" C 5-3" 17" A 27" C NOTE: GUTTER BEAM PATIOS MAY BE ENCLOSED AS PER GENERAL NOTE # 11 ONLY WITH SHEAR CONNECTION TO 12' MAX, PROJECTION. lUNOPACTOIt» 8D1ffi!Sf 0008 DDI ACCESSOVISUMTINOORSTRUCTURE ` =kMI AND8AF=CODQ D1V=ON U,PART2 APPROVED • . 113111BGTTO COREECCOM N0'!S'D APPWiALDMNVrAUMR®OBAPPROMANY O?MSSION DADFV=OXPROM RBQUMVfiH19OF APPNCABLE IM41BLAWBANDEBOOIATIONS ETTROP ZV OPBOOSDMANDCOIiO�S(f=DBYELOPiffii! CODES AND STANDARDS BY SPANO.— TID6PLANAPPROVALIWMES • I Id-- ALUM. ALLOY 6063-T6 3'-U> 7" I -BEAM FULL MOMENT (BOTH SIDES OF WEB) FORMATTEDIAUTOCA0 FOX ENGINEERING INC. F JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER 8060 LEGRAPH RD. DOWNEY, CA 90240 FAY,: JAMES M. FOX, SE 516 JAMES G. FOX, C-21543 O#10 S.M.S 7'OR4' ALUM. - 'I' BM. #10 S.M. ROOF PANEL 7' OR . 1/�, (4)-1/4'0 M.B. BEAM ALUM.J TO BRACKET 'I' BM. NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SO, POST CONNECT WEB I -BEAM ALUM ALLOY TO POST W/(2)-1/2'0 (6061-T6) THRU-BOLTS j3UTTC SO. POST gLALDI NG I BEAM TO POS' CONN. Al'. ROOF LIVE LOAD 20# L.L. MOBILEHOME AWNING DURALUM PRODUCTS INC. 20 P.S.F. 8269 ALPINE AVENUE SPA # 88-69 T(9A16)452-702CRAMENTO, CA 95826 (909) 736-450D 2- 3/8'0 M.B. THRU STL. 'T' BRACKET TO POST. POST CONN'. JOB NO. 03-0166 REVISION DATE: 8-2003 SHT 2 OF 2 SST D TTH =UTlAR l PL DT TABLE 1ill1D�r12 - CLEAR SPAN (FT.) 6 7 B 9 101 13 14 15 16 17 0 3 4 4 5 5 6 6 7 7 8 8 9 1' 4 5 5 6 6 7 7 8 8 9 9 10 2' - - 6 7 7 8 8 9 9 10 10 11 3' — - - - - - 9 10 10 11 11 12 4' — — - - - - - - - 12 13 O#10 S.M.S 7'OR4' ALUM. - 'I' BM. #10 S.M. ROOF PANEL 7' OR . 1/�, (4)-1/4'0 M.B. BEAM ALUM.J TO BRACKET 'I' BM. NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SO, POST CONNECT WEB I -BEAM ALUM ALLOY TO POST W/(2)-1/2'0 (6061-T6) THRU-BOLTS j3UTTC SO. POST gLALDI NG I BEAM TO POS' CONN. Al'. ROOF LIVE LOAD 20# L.L. MOBILEHOME AWNING DURALUM PRODUCTS INC. 20 P.S.F. 8269 ALPINE AVENUE SPA # 88-69 T(9A16)452-702CRAMENTO, CA 95826 (909) 736-450D 2- 3/8'0 M.B. THRU STL. 'T' BRACKET TO POST. POST CONN'. JOB NO. 03-0166 REVISION DATE: 8-2003 SHT 2 OF 2 MAY PRa1ECTOIN EXIST. RESIDENCE !>D�, COW x74' PTNJ r.� L36' x 81Y MAX) tI F I a ----_— >I POST SHALL NOT OCLSR �M FRONTNr W OF O®2 tl VARY 70 SLOT MAX ncEAPPROVED AAI UNG �v�wGS EXIST. RESIDENCE %Y% 3= OPTIONAL M= 08 MS. OR VB' POP RNETAT 32, 0,C. MAX WHERE WINDOW OCCURS 624' O.F..... . MAX WHERE PANEL OCM414 EACH SIDS . TYPICAL EQUAL WCIIIAHDNEL MALE IP CHANNEL. , I ,_MALE'H' CHANNEL. EQUAL W CHANNEL FILI ER PANE.- QFpFESSIOp� I p, ESG rs' 110.2164 — — _ om 4.3D•2DO5 SYSTEMS 6 STANDARD PANEL WIDTH 24 3C 42' It 1 FRONT WALL ELEVATION OR .19-1 ziE IARLES - - SWT. 2 GENERAL NOTES s t3�CIfICAYIONS "METAL SAOiED S" NEUPRSHE ,1.I ,THESE ENCLOSURES ARE LIMITED TO RECREATION AND OUTDOOR WASNERED IIEKS C W O.0 MAL LIVING PURPOSES ONLY AND 'ARE NOT TO 2E USED AS CARPORTS, GARAGES, APP A;MA= STORAGE OR HABITABLE ROOMS. COVER ROOF 2. THIS ENCLOSURE IS ONLY TO BE INSTALLED 'UNDER AN ALUMIMUM MODLE Li69E AWNING '✓WHICH IS APPRO14ED FOR ENCLOSURE BY THE STATE OF CALIFORNIA. DESIGN LOAD 10 F`F 2CL'F LIVE LOAD, r^SF ?rCF J.L.. '0 'SF �ORi=. '.';.•�J � I AND 10 PSF UPLIFT. ENCLOSURE PERMITTED ONLY WHEN AVNUIG IS DESIGNED AND APPROVED WITH ATTACHMENTAT MOBILE HOME. Lt � y�7 3. FASTENERSI'D^_P' RIVETS SHALL DE 1/8'0 V1 50 50 ALUMINMUM RIVETS L �+f� CARBON STEEL PLATED MANDREL, SHEET METAL SCREWS SHALL BE STAINLESS �'�KYaEVER`rir� STEEL CAD. PLATED OR GALVANIZED. ALL ALUM!`II1M EXTRUSIONS ARE OF CNAKNA r. ALLOY S TEMPER 6063-T6 4., 'VHERE'AN AWNING TS••ERECTED IMMEDIATELY ADJACENT TO OR OVER A PERMANENTLY CONSTRUCTED RETAL'4ING WALL OF FIRE RESISTIVE MATERIAL. THERE SHALL 3E NOT'LESS THAN 18 INCHES CLEAR VENTILATING OPENING 3ETVEEN'THE UNDERSIDE OF -THE AVNING, - 5. WINDOWS SHALL BE 1/2 OPENABLE•FOR VF-NILATI13N AND SHALL BE READILY REMOVABLE. 6. EXISTING EACH ENCLOSURE SHALL HAVE ACCESS TO AT LEAST ONE EXTERIOR DOOR OPENING DIRECTLY TO THE OUTSIDE FROM THE ENCLOSURE WITHOUT PASSING K THROUGH THE MOBILE HOME: THE OPENING SHALL BE NOT LESS THAN 30 INCHES IN VIDTH,'NOT LESS THAN SIX FEET TWO INCHES IN HEIGHT, TWO SUCH DLIDR " -FOX ENGINEERING INC, JAMES M. FOX, STRUCTURAL ENGINEER JAMES G, F❑X, CIVIL EiVGINEER JAMES G. F❑X, CIVIL ENGINEER (562) 8060 TELEGRAPH RD. DpWNEY, CA.90240 806-1337FAX7927-2509 WHEN THE ENCLOSURE COVERS TWO DOORS OF THE MOBILE HOME - .. 7, WINDOW 6 DGOR GLAZING. MATERIAL- USE INSECT SCREENING, 1/8'_THICK.(.MINJ JDB Na00-21063 PLATED. GLASS 155'THICK (MIN.) SHEET GLASS. GLASS LIGHTS TO BE 18' MIN. ABOVE FINISHED FLOOR AND DOOR GLASS (IF USED) SHALL BE TEMPERED. ALL WINDOWS SHALL"BE READILY REMOVABLE. SEE NOTE.08 FOR OPENINGS REQUIRED. - - - SLIDING GLASS DOORS SHALL BE 1/4' TEMPERED GLASS��E - • _- - = �� �`�'-- • 8. EACH WALL OF THIS ENCLOSURE SYSTEM SHALL BE AT LEAST 50 PERCENT OPEN. CP04MS MAY BE EENCLOSED WITH INSECT SCREENING AND / OR READILY REMOVABLE WIND13VS AS SPECIFIED IN NOTE 67 ABOVE,'ALL EXTERIOR 2.08TEKSEAStoETt reCIgD.• �� PORTIONS OF PANEL SYSTEM WHICH ARE SUBJECT TO WATER INTRUSION OWES!, SHALL . BE . FUI.LY CAULKED, '@�isOP'R16R 9. EACH•INSTALLATRDJ SHALL BEAR AN IDENTIFICATION JAG. GIVING 1 WtS , THE'NAME'S ADDRESS OF THE MANUFACTURE, MODEL NUMBER, ,.: STANDARD PLAN NUMBER AND. DESIGN LOADS., EXIST. OOM1 i6. NIS ENCLOSURE SHALL -BE LOCATED VITH RESPECT TO THE LET -LINE ' OR. ADJACENT STRUCTURES PER .TITLE 25, SECTION 1476 SLAB IN GC _ y 11. A COPY OF THE CALIFORNIA FACTORY BUILT HOUSING APPROVED trYT ON PANEL PLAN WILL BE SUBMITTED TO THE LOCAL BUILDING.OPPICIAL SECTION K MALE / EQUAL / MALE /'WCHANNEL ✓ STANDARD_6'. , ------------ DTH --r\� TT. = - 7."' SIDE WALL ELEVATION is Tata EL `:OE •,^^u••� es,O Qrot 'D Mwrax /%�r FRLEY PN 14 FCA :34RF WtEI9 1 \ � / i I MALE WC MALE 'IPCWWNEL 4 PANEL _-WwDowSIDE WINODOW f SCE FRAME < 98 SOL£ OR 1,8''POP RIVETAT 2a OAC. MAX WHERE WUIOOW OCCURS & 24' O.C. MAX WHERE PANS. OCCURS, EACH SIDE, TYPICAL SECTION J TOP CHANNEL AT EXIST. SIDE FASCIA IR3ULATED ROOF PANEL NARING'.NALL SYSTEM ,FE)4ALETPC} ANNE1 MALI � c.nAHrttl" SECTION G swi NOTE: Pd MAX WIDTH TeMPcffD OAM SL ONE COORS MAY 9E NSTAhLo m END wAL3. _SRE SOLID P.!•43 ARE PERMITTED. Sim NOTE ON FILORPLAN a -:r. ALONG WITH THIS PLAN 25 PERCENT OF THE CUT WALL PANELS MUST BEAR p STATE OF CALIFORNIA FACTORY BUILT HOUSING APPOVAL INSIGNIA. SECTION A) A'-.� .,r-�—'.�•s..4•+:S..w-aY�=-} - .o .--.;, ._. _ BEARING WALL SYSTEM .1A .,�...-i.iv1.-- - _Yi�i-s..;"n.J �.+i�i���2'�'GJ�<s'ct,•t ._ .. ..T �.,.., -•%+--'err.. +--k--*� 3 • a : �1-;.-rsciaM+.F:.+�iC t,FT<R^`raR`-L;'a=F.v`.af�-7r27 'WOOOW SIDE FRAME WE SECTION D RACEWAY TI' CANNEL NON-BEARING SYSTEMt Q1 ecr . r• SECTION F MALE/ EQUAL / MALE W C ANNEL :YSU ATM ROOF PANEL NONAFAR,NG WALL SYSTeA T. ENTERIOR WALL 88'"303--O-r- TOP CHANNEL CAULION7 08 S.M.S. OR 118'0 , nc o ATo-T ri EEAALLT77T11 61OE, TYP. FELLER SECTION L CANNEL AT WALL SEl tiON M i TOP r"-i4NH:l Ai cd.'ST. «oE F.45Cr1 SECTION N TOP CHANNEL AT EXIST. FRONT WALL FASCIA WINDOW SIDE FRAM -'.FIGhi?1.G:CF55JfiY SI: Y.L.: .:i •..d ST^U;"t.,iC HEALTH Al"M :. w -ll\' CODE, OTM -11ON 13, PART APPROVED 51l',JECT TP cc=cF):>u liLmm ApprwW dou INtI audlepr'W m cppm." any Off&,ron Or Jovistice hom nmquilBmmrM of Oppik is Sha% Livia .Dj r ouiDtionl EQUAL Tr CANNrL ' SOME FRAME S!¢a O3 C.46 miO FRAME SIDE %"t'cf Hou'urg and co mvju'J Da+vt{.tTi'•Re.-•f VJui6a�l 4 EGDf S AND STJUND •rRDS Date 46j_ FR r FO PANEL {rx,4rattT¢I r+ �'_ FANO. l T -7, This Plan Afpfo W Expiraz V -J' - ZL.0 7- c,` ..L• ` --EQUAL ?1' CANNEL SECTION 0 ?r PANELS STATE ❑F „. CALIFORNIA—— S.P.A. N❑, --88-745 P'A'` aTE -• os oo K.K.UPDATED " -FOX ENGINEERING INC, JAMES M. FOX, STRUCTURAL ENGINEER JAMES G, F❑X, CIVIL EiVGINEER JAMES G. F❑X, CIVIL ENGINEER (562) 8060 TELEGRAPH RD. DpWNEY, CA.90240 806-1337FAX7927-2509 10 P.S.F.AS PATI❑ COVER ENCLOSURE SYSTEM MFG. BY, DURALUM PRODUCTS,INC. DURALUM PRODUCTS,INC. 8269 ALPINE AVENUE SACRAMENTO, CA 95826 (916) 452-7021 JDB Na00-21063 D"'� - 06400 D.M. UPDATED I OF 2 I OF 2 SHEET _ BUTT' C®UI�1 Y • , ... ��' _..' va,+ 1. S;: i _. .�:..' - ---r'-l..e-:,. _.�. _ .. ...... FEMALE -HALE H -CHANNEL RACEWAY CHANNEL MALE -EQUAL -MALE 'H' CRANNELS EQUAL 'H' CHANNEL - BEARING WALL SYSTEM 70 MILES PER HOUR 70 MILES PER HOUR 70 MILES PER HOUR 70 MILES PER HOUR LIVE LOAD- IO PSF WIND LOAD- 10 PSF UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0' OR LESS UPLIFT- 10 PSF FOR HEIGHT GREATER THAN 10'-0' LIVE SHAD= 10 PSF VMI) LOAD- 10 PSF 1PLWT= 7.3 PSF FOR HEIGHT= 10'-0' OR LESS UPLIF'1- 10 PSF FOR HEIGHT GREATER THAN 10'-0' LIVE LOAD- 10 PSF WIND LOAD- 10 PSF UPLIFT= 7.5 PSF FDR HEIGHT= 10'-0• DR LESS UPLI'T- 10 PSF FOR HEIGHT GREATER THAN 10'-0' LIVE LOAD= 10 PSF WIND LOAD- 10 PSF UPLIFT= 7S PSF FOR HEIGHT- 10'-0' DR LESS UPLIFT- 10 PSF FOR HEIGHT GREATER THAN 10'-0' ' MAXIMUM A"OVABLE DIMENSIONS H-4-WNNEL SPACING MAXIMUM ALLOWABLE DIMENSIONS H -CHANNEL SPACING MAXIMUM MAXIMUM ALLOWABLE DIMENSIONS H-'HANNEL SPACING MAXIMUM ALLOWABLE DD4ENSIONS H -CHANNEL SPACING 24' 36' 42• 48' - 36• 42' NB' 24• 36' 42' 48' _ 21' 36' 4e 48' MAX. TOTAL HEIGHT MAX. WINDOW HEIGHT 10'-6' 9'-9• 9'-0' 8'-6' MAX TOTAL WEIGHT MAX. WINDOW HEIGHT 12'-0• 11'-9' I1'-3' 10'-6' MAX. TOTAL HEIGHT MAX. WINDOW WEIGHT 12'-6' U1_9' 11'-3' 10'_6. MAX. TOTAL, HEIGHT MAX. WINDOW HEIGHT B'-6' 8'-0' 7•-6' I 7'-0' 4'-6• 4'-6' 4'-6' 4'-6' 4'-6' I 4'-6' 4'-6' 4'-6' 6' 4'-6' V-6• 1 4'-6' 4'.6' 4'-6' 4'46' I 4'_6• EQUAL 'H' CHANNEL NON-BEARING WALL SYSTEM 70 MILES PER HOUR 10 P.S.F. LIVE LOAD= 10 PSF ?.265 - - WIND LOAD- 10 PSF D.M UPDATED UPLIFT- 7.5 PSF FOR HEIGHT= 10'-0' OR LESS UPLIFT- 10 PSF F12R HEIGHT GREATER THAN 10'-0' 1 H -CHANNEL SPACING MAXIMUM ALLOWABLE DIHENSIDNS ( L4, I 36' I 42' MAX. TOTAL HEIC4"T ' 9'-5' 9'-9' 9'-5' MAX VDIDOW HEIGHT 4'-6• ; 4'-6' I 4'-6' - .160 I x.265-�•a 1-- 2.010 SDs L~ 570 .410 1 .375 q I ! ..',BO fI A ,iso i 4655 I N1.175 fi15� y --� GYP. u� 11. + 1 `0011 j I.SIo i 2.110 2,105_' "I i i -J I ; EMAL_ "H" CHANNEL i WINDOW SILL I ALUM. ALLOY 6063-10 ! ALt.M. ALL Y b0135_76 6 ELp.3.3D-2005 j J I .170 ' '---2.' ! 0 -� 22.3' i j i�J .490 I.540 1.875 .1 3 ^-' Te 2.000 .090 1.04-9 / BAY "H" MALE "H° CHANNEL ALUK.-A= 6063-T6 ALUM. ALLOY 6063-T6 V®D SCREW, xj/v BHA FROM 3 EACH SIDE SIDE OF 'H' CHANNEL VERTICAL LLION FILLER PANEL A WASHER BOTTOM CHANNEL oBirTCH `W® DECKING C. a, 6 WASKR PLT, `WOOD DECKING ENCLOSURE ATTACH.TO WD. DECK ENCLOSURE ATTACH.TO WD. DECK NOTE: DECK DESIGN BY 0 S NOTE: DECK DESIGN BY OTHERS 1.038 t` 0.070 DIA. i� I-0 130 -T- 1 La T0.178 1.740 0.055 4 j E----2.125 -{ TOP CHANNEL _LU:ti 2.139 2.015 I f�IF .723 -T- � LSQQ G.055 I I J u I i i �_OUAL "H' CHANNEL 1 _'LUM. ALLOY b063 -T6 �T N 2.02'5 At� CORNER CHANNEL; ALUM. ALLOY 6il63-T6 2.2806_ .135 tai .760 .710 I .7� 2.610 1.490 250 TOP CHANNEL COVER 200 -"�ALLOY -6-OU-T6 TOP CHANNEL (BEARING WALL) ALLOY -T6 3.900 i r r !.aCME.4C E5 -;CR OUf:C•.e.:; c, 7.:iRV^.,,dB ., HEALTH.AJd0_5AiM CC DF, DI iSiON 13, PAR! 2 -PPR YED 5twwrza a tt;pron Nww Ap°r° I &p. fw? f4T1: a ,, -ial: m oss I 056J jwi.f.. 1'^_ IV�V!Ct{Rb C� I. -J -I. CR3.ti LIMA -1 1200 .141 '�P�°"°^� F--.080 A Sim= d mi .278 D.yxrkn vF Ho�cing and Com ,Oy Ov.-op- 2110 2.000 I `.090 2.000 .125 J r "1."4'' I L I .150 2.257 NO. 1.'76 '125 ei �,��1lCLYCMUVER This Fla, Appro.� • 6- -1-6- -7 2.226--��jj nHI`N\ .08 ALLOY063-T6 RACEWAY "H" CHANNEL -T6 STATE OF CALIFORNIA- S.P.A. N❑. 88_%4 DATE 12-9 06-00 K,K UPDATED I I F FOX ENGINEERING INC. g JAMES G. FOX, CIVIL ENGINEER (562) TELEGRAPH RD. DOWNEY, CA.90240 806-1337FAX+927-2509 10 P.S.F. 059 ?.265 - - -2.290 D.M UPDATED f % o GS iwl .JOQ i "-2.iIO--Ii I ;.055 0.01 !I•--ETSO-�I I 0.055 f Q,QIS e65 i .9 0 x.299 j Lots L500-I-�.r�;-`� c.� 11.5,iG 0 Soy i 1, MIN. I -0.250 I' j 1.140 Imo- r.7:a Li i--c.i05 -I j j FOR ATTACH. TO WOOD DECK 22 1 WINDOW SIDE CHANNEL WIND04AJ HEAD CHANNEL BOTTOM CHANNEL ALUM. ALLOY 6063-T6 ALUM. ;ALLOY oO61-i6 ALUM. ALLOY 6.0.6.5-T6 2.2806_ .135 tai .760 .710 I .7� 2.610 1.490 250 TOP CHANNEL COVER 200 -"�ALLOY -6-OU-T6 TOP CHANNEL (BEARING WALL) ALLOY -T6 3.900 i r r !.aCME.4C E5 -;CR OUf:C•.e.:; c, 7.:iRV^.,,dB ., HEALTH.AJd0_5AiM CC DF, DI iSiON 13, PAR! 2 -PPR YED 5twwrza a tt;pron Nww Ap°r° I &p. fw? f4T1: a ,, -ial: m oss I 056J jwi.f.. 1'^_ IV�V!Ct{Rb C� I. -J -I. CR3.ti LIMA -1 1200 .141 '�P�°"°^� F--.080 A Sim= d mi .278 D.yxrkn vF Ho�cing and Com ,Oy Ov.-op- 2110 2.000 I `.090 2.000 .125 J r "1."4'' I L I .150 2.257 NO. 1.'76 '125 ei �,��1lCLYCMUVER This Fla, Appro.� • 6- -1-6- -7 2.226--��jj nHI`N\ .08 ALLOY063-T6 RACEWAY "H" CHANNEL -T6 STATE OF CALIFORNIA- S.P.A. N❑. 88_%4 DATE 12-9 06-00 K,K UPDATED I I F FOX ENGINEERING INC. g JAMES G. FOX, CIVIL ENGINEER (562) TELEGRAPH RD. DOWNEY, CA.90240 806-1337FAX+927-2509 10 P.S.F. PATI❑ COVER ENCLOSURE SYSTEMS AS MFG. BY, DURALUM PRODUCTS INC. 8269 ALPINE AVENUE SACRAMENTO, CA 950?6 (916)452-7021 ,LOB NA 00-21063 D.M UPDATED 2 OF 2 SHEET °"""' J8060