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065-380-017
65-38-17 - LLOYD WEBSTER 14753 Briarwood, 1 218,Ma liaq� $. ContR: PMC nI�14A Permit#1868-89P,E(.util, MH f7 2 ELEC . 7i00. - loo - .. ... _- - GAS 0V SUPPORT STRUCTURE REQ. _ COMPACTION TEST REQ. 65-38-1 ContR: PMC Permit#1870-89B,E(new garage) 65-38j7 i ContR: P,MC -� Permit#1869-89MHI- " IssueD- 065-380-017 04-2726 WILLIS FAMILY TRUST, C 14753 BRIANWOOD, MAGALIA Q Cont: CHICO MHS (.� EX MH PERM FND�� C � 146 / 065-380-017_ L 04-2785 GRAY, WILLIS - 14753 BRIARWOOD DR, MAGA Cont: GREENE & SON ROOF RE -ROOF GARAGE(4 SQ) [ALE ALE 17 o .............. � . 065-380-017_ L 04-2785 GRAY, WILLIS - 14753 BRIARWOOD DR, MAGA Cont: GREENE & SON ROOF RE -ROOF GARAGE(4 SQ) [ALE ALE 17 o RECORDING REQUEST.D'3Y: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2004-006 1 28 1 Recorded I REC FEE 10.00 Official Records I CONFORM 1.00 CoBBUUT Of CITY COUNTY STATE CANDACE J. GRUBBS I Recorder I ROSEMARY,DICKSON I Assistant I Alyce 09:02AM 05 -Oct -2004 I Page 1 of 2 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. WILLIS F. GRAY AND ELIZABETH B. GRAY TRUSTEES REAL PROPERTY OWNER/LESSOR 14753 BRIARWOOD MAILING ADDRESS MAGALIA BUTTE CA. 95954 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE -LIP -2796 530 538-7541 LD G PERMIT N0. TELEPHONE NUMB' C l A RE OF LO ALAGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. GOLDEN WEST HOMES 1988 HG562A3 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER GW6CALHG7105A/B 56'X 24' CAL350505/6 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 065-380-017 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. ! Sep . 21 , 2004+-12 : 56Ph117 CB MAGAL I A— U J f 0 ! 92-00975+1 ' W111rNtusiaftcr_�-.�1 M1111r TO! I WILLIS F. Ai,,,,j.-LIZABETH B. GRAY, AS TRUMEES OF THE WILLIS AtVD ELIZABETH GRAY FAMILY TRUST 14753 BRIARWOOD MAGALIA, CA 95954 MAIL TAX STATEMENTS TO: Sante as directed above Recorded Official Records County of Butte Candace J. Grubbs Recorder ll:3lam 6 -Mar -92 Rp of j -'q 2 Check PUBL 904V149NTA9T IONVEV TAX 1 0.00 B - 45..00 5.00 ,,....,.,.COMPUTED ON W(L VAIOR OF PROPERTY CONVEYED. This conveyaw;e transfers the grantor's _.OE COMPUTED ON FULt VALUE LESS 11ENSAMD interest into his or her revocable ENCUMBRANCES REAWNIN6 AT 11118 Ol SALE. 1. iyl�tan• _crus t, R 1 1 91 1 Slvnvlun Of hlonr or Avvnl Qebrmleing lo,. Finn _ —_-- GRANT DEEB FOR NO CONSIDERATION, WILLIS F. GRAY and ELIZABETH B. GRAY, husband and wife, hereby GRANT(S) to WILLIS F. GRAY AND ELIZABETH B. GRAY, AS TRUSTEES' Or THE WILLIS AND ELIZABETH GRAY FAMILY TRUST, dated March 3, 1992. the real property in the County of BUTTE , State oC California, described as: Lot 218, as- sloven ou that certain map entitled, "sip -RRA im oxo: XSTAT S r Uvi T. No. 3", which map was filed in the office of tbo Recorder; of the County Of Butte, State of California, on .lune 1. 19.68 in Rook 35 of Maps, at pages 27, 28 and 29. EXCEPTING and RF:SZRVINO THEREFROM all of the Valuable mindrals beneath the surface of raid land with the right to mine aria extract said minerals, it being egreee and understood that in all.. mining operations the surface of Baia land will bo protected against damage and that all mining shall be carried on from tunnele, shafts- or drifts having their orifioory outride of the surface area of the above described zealty, all, as excepted and zeserved in that cer- tain Dead fkent t110 Hagalia Paining Company, a corporation, to L.D. Storto, et ux, recorded September 4, 1947 in Book 423 of Autto County, Oft Icial Re000C, at page 395. rvh,roi er ,:AL1 rrrs>n rA r.'1Nln'TT l)F BUTTE ss, before my the undeTVigne+d, a Notory rvbllc ill oaf for "Ill _...^•1 n,1r _.. )a:_r�-K_.af..UP.1� f 7t't �*:t it •*iC i[1R 7k� _.. ... ,. ***** WILLIS ***** ELIZABETH F. GRAY ****** kuuan OV we to be 1jm pCradM $ whole nowes are "u¢Ic06eA to Lim «hath f"ntrVm(..-rt OnJ acknovtayad U1at the y excest•ad trio soae. V.01111 0 Vy ban.) nnct Vtllclnl neat. WXLLIS F. GRAY C� LIZABETH B. GRA T 189 QQ�-1 Gerakfine G,, iVajerag C oTaevauauc.cwEor�tg0� C 6umooU1JrY U MY c6mm, P*'" Jan, END OF DOCUMENT - rl w BUTTE COUNTY PERMIT NO, 0OUTTF0 DEPARTMENT OF DEVELOPMENT SERVICES BP042785 C o BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7836 (OROVILLE) (530) 891-2834 (CHICO) o _ o OFFICE #: (530) 538-7541 FAx#: (530)538-2140 WEBSITE: www.buttecounty.neAdds LICENSED CONTRACTORS DECLARATION I hereby affirm under penally 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. ) 27-0 r License Class : License Number. -7 Dale: 9-Z-�y�Contraetor.�-rPQtJeJ✓JCr+.�hry OWNER• 3UILDER DECLARATION I hereby affirm under penally of perjury that I am exempt. from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally or not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.) ❑ I, as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of properly who builds or Improves thereon. and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Stale License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner. WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as r uired by Section 3700 the Labor Code. for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier. STg 7�C TNN Policy #: O 1 certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the 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. Date: Applicant:YGJl' Issued Date: 09/22/2004 APN: 065-380-017-000 Site Address: 14753 BRIARWOOD DR MAG Map Index: Description: RE -ROOF GAR (4 SQ) Owner: GRAY WILLIS & ELIZABETH FAMILY TRUST ,PPT GRAY WILLIS F & ELIZABETH B TRUSTEES 14753 BRIARWOOD MAGALIA, CA 95954 Applicant: GREENE & SON ROOFING PO BOX 2467 PARADISE, CA 95967-2467 530-873-3940 Contractor, GREENE & SON ROOFING PO BOX 2467 PARADISE, CA 95967-2467 530-873-3940 License M 275057 Architect: Engineer: Total Square Ft: 0 S.F Valuation: $0.00 Census Code: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor �{- (�(o f !o ((� . ' Q . 1J . e4- code, 4code, interest, and attorneys fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this pemill is Issued (Sec 3097 Civ.) Name: Address: ueby issued under the applicable provisions of the Bnhe County Codn anN( '.o work Indicated above for which lees have been paid. ._ Ll/q,-- - Date: 9' • a • C ES ON: 4 -> 3 • 05 O 1 hereby certify that the use of Ihis facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage handling and use of hazardous materials. O Notification in accordance with Section 19827.5 or California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies or the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comp all county and stale laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. thereby authorize representatives or Butte County to enter upon the above mentioned property for inspection purposes. n Print Name: 6,,J %N Signature Date: 0 Owner Centrector 0 Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042785 LICENSED CONTRACTORS 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 Issued Date: 09/22/2004 APN• 065-380-017-000 - the Business and Professions Code, and my license is in full force and effect. License Class: C��-3 9 License Number:2- Site Address: 14753 BRIARWOOD DR MAG Date: 9-7- PL/Contractor: cjg�/ Ch` Map Index: Description: RE -ROOF GAR (4 SQ) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: GRAY WILLIS & ELIZABETH FAMILY TRUST permit to construct, alter, improve, demolish, or repair any structure, prior . to its issuance, also requires the applicant for such permit to file a PPT signed statement that he or she is licensed pursuant to the provisions of GRAY WILLIS F & ELIZABETH B TRUSTEES the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 14753 BRIARWOOD she is exempt therefrom and the basis for the alleged exemption. Any MAGALIA, CA 95954 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an - Applicant: GREENS &SON ROOFING owner of property who builds or improves thereon, and who does pp such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for p0 BOX 2467 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of PARADISE, CA 95967-2467 proving that he or she did not build or improve for the purpose of 530-873-3940 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: GREENE & SON ROOFING pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code PO BOX 2467 PARADISE, CA 95967-2467 Date: Owner: 530-873-3940 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 275057 ❑ 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. Architect: I have and will maintain workers' compensation insurance, as Engineer: r ired by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carderand policy number are: -ft"'M Carrier: F}T+c Total Square Ft: 0 S. F. /�5 Q Policy #: � / 7 � Valuation: $0.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued. I shall not employ any person in any manner so as to become subject to the 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. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor I Z f ((� • ' q , Z,� _ C¢ code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit isih reby issued under the applicable provisions of the Bufte County Code 2nrvor I hereby affirm that there is a construction lending agency for the Resolutions tolo work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) ..� B = [��— Date: a �ti Name: y' PERM E IRES ON: - 3 • o5 Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: O N Signature: Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 ■ CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" APPLICANT SIGNATURE X, For office use only: OWNER Last Name n� � •P�r/� d irst N Address j City City --V? Phone Phone -� 3 _ 3 75 EFax E-mail D APPLICANT SIGNATURE X, For office use only: CONTRACTOR Name- ameAddress n� � •P�r/� d (n1 Address _ $ 4 L, "I City iS Phone Stat Zips�z Phone X73 39 D Fax E-mail Uc. # �7�D Cla 3 APPLICANT SIGNATURE X, For office use only: ARCHITECT/ENGINEER Name n� � •P�r/� d Address SRA City State State Zip Phone E-mail Fax E-mail Planner State License Number APPLICANT SIGNATURE X, For office use only: APPLICANT NAME Name n� � •P�r/� d Address SRA City State Zrp Phone Fax E-mail Page APPLICANT SIGNATURE X, For office use only: Zoning Property Address � '7S3 �ir3�i'�c7�vv c� Flood Zone Cross Street SRA I Yes No Occ. Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: PER UT NO. BPo1-770 BIN # LOCATION AP# c�s•3t3p•cl Property Address � '7S3 �ir3�i'�c7�vv c� TERY J�e3 Cross Street WORKER'S COMPENSATION Policy Number /�S3�9Z Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage ��- ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): OVER FOR SUBMITTAL REQUIREMENTS it K TORMSOUILDING FORMS\BIdQAPPlSubRgmts.doc Page 1 of 2 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: 4� Receipt #: 4. t �� I Date: q • . o¢ Amount '(6,_ Bldg SRA Sheriff SMIP Other Ila • , Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper/) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) • • - - ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). — ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS meTunos can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION r. KAFORMSSUILDING FORMS1BIdgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 ,k. .RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 05 -Oct -2004 2004-0061281 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. WILLIS F. GRAY AND ELIZABETH B. GRAY TRUSTEES REAL PROPERTY OWNERAMSOR 14753 BRIARWOOD MAII.ING ADDRESS MAGALIA BUTTE CA. 95954 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DNISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP -2 96 530 538-7541 Ull.D GPERMIT�NO. TELEPHONENUMB /to _ WiTkitjkE OF LOCAL -AGENCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. GOLDEN WEST HOMES 1988 HG562A3 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMUNUMBER GW6CALHG7105A/B 56'X 24' CAL350505/6 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 065-380-017 HCD FORM 433(A) REV. 8/91 nC J$ a 9 ��Kr��z �'� �.� � XY} Vis. s 4J� Is '4�r �t } l" .Yl � r 4e(t,�, r }.S y ✓ - ,�� Ri � � rYp. �sb 1 ..-. sem. ti4F�0UNDATION� SYSTEM 77 r �r t iAir f r ✓` s 5°S r� e s ar,$x ,� i= 'D . �n(�bn!p 1... '�Rv6'? ts_t J Yef ♦ x Al F 1 C µ �rFrytis .� CERTIFIC° "'TEE{eOFb O �=xCIJPANCrE,'W�e''` ' a71 tf 11 .IK�1 4 r'}�'S "cMt��o Y✓(. '''k `..1' tSyD,;t `+�c a�<.- c .�4 1`.iµ,J^i�d;6 I�� � i r 1vz Pi P�'�r�M Z- l°H BUILDING PERMIT NUMBER: 04-2796 Address or location of unit: 14753 BRIARWOOD MAGALIA, CA. 95954 Legal Description of Real Property: AP#: 065-380-017 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: WILLIS F. GRAY AND ELIZABETH B. GRAY TRUSTEES Owner's address: 14753 BRIARWOOD MAGALIA, CA. 95954 INSIGNIA OR HUD NUMBER: CAL350505/6 SERIAL NUMBER OR V.I.N.: GW6CALHG7105A/B MANUFACTURER'S NAME: GOLDEN WESTYEn,,,z1 1988 OFFICIAL APPROVING INSTALLATION: DATE: PHONE: (530) 538-7541 H.C.D. 513C Sep . 21 - 2004'-12:66p11917 CE MAGAL IA 0 W111ru Iurc ol(1N:11 MAI It TO! WILLIS F. AND ELIZABETH $. Recorded GRAY, AS TRUSTEES OF THE oilicial Records WILLIS At4D ELIZABETH GRAY County of FAMILY TRUST In&. U 6W Candace J. Grubbe Recorder il:Glaen 6 -Mar -42 92-009751 14753 BRI,A.RWOOD MAGALIA, CA 95954 MAIL TAX STATEMENTS TO: Sante as directed above ReNo 6oy2 Check PURL VQCVa4ENTART TIUWSFeRTAX } 0.00 P' 45..00 5.00 XX 1 .COMPUTED ON FUII VAIUe GF FROPERTT COF4VETED. This corrveyance transfers the grantor t S OR COMPUTED Oti FULL VALUE tESS LIENS ANI) interest into hie or her revocable ENCunaBRANCES REMAINING At 11AL OF SALE. ligitta _Frust, R & 7.' 11911: ..._ ... 19 --.._ SlonoWd 0! kraal of A9an1 detatblelop fon. Fit. } GRANT DEED FOR NO CONSIDER,tTION, WILLIS F. GRAY and ELIZABETH B. GRAY, husband and wife, hereby GRANT(S) to WILLIS F. GRAY AND ELIZABETH B. GRAY, AS TRUSTEES' OF THE WILLIS AND ELIZABETH GRAY FAMILY TRUST, dated March 3, 1992, the real property in the County of BUTTE , State of California, described as: Lot 218, as shoa.n oa that certain map entitled, 'slexaA Dm oRo 2SUTE3, UNIT No. 3", which may was filed in :.he office of the Recorder of the County of Butte, State of California, on June J. 19,68 in soak 35 of Maps, at pages 27, 28 and 29. EXCEPT=G and RF:SSRVING THEREPkoM all of the Valuable minerals beneath the surface of paid land with tyle right to mine arw extract said minerals, it beibg agread and understood that in ail:.aining operations the surface of saia rand will bo protected against damage and that all mining shall be carried on Prom tunnels, shafts or drifts having their oriiiaats oatride, of the surface area of the above described realty, ell, a6 excepted and zeaervad in dont csX- Lain Des$ :ret4 t1to Magalia Mining Company, a corporation, to F.D. Stortn, et ux, rQcordad SeptenlDer 4, 1947 in Book 423 of Butt* County of.ticial Records, et page 385. ;unix.» Z/&_e l - '4 ,-I UTNI'n OF ':A14 PtP1%n to (,'OV1rrT OF BUTTE ss' opt 1j1.4,_aq 3. i? before myth¢ undeTeigned, a Notary Public In and for eald ***** WILLIS k'. ***** ELIZABETH F. GRAY ****** Enorn to ac Lo be I)to recoon S «hon¢ names are WILLIS F. GRAY LIZABETH (c 1-1 euhScrl6eS k0 4hc Mit;hln 1lt7Lru®t•nt Oud occnu�leyct) Chou 3 £5T991 1 ("seraldG. i�.'ajera� 1118 v exerpteJ the sobUeUa. � ora 6� o -ALJ p.lT'ctESat my hilt.) and vfficlal paal. _ -'- - - ---- - - --MyC6'nt". as Jan, 9,t99'o-h ---------- - —'--. .- - s Q END OF DOCUMENT Sep -2f. 2004 12:55PM CB MAGALI.A No -6892 P. 2 STATE OF CALIFORNIA— DEPARTMENT OF MOUSING AND COMMUNITY' D6ELOPMENT MANUFACTURS NARIE110 TRADE NAME MODEL DOA� DDT DFS SPC EXPOt! GOLDEN WEST HW*9248 HERITAGE Ms562A3., 01/29/68 01/29/8809/01/99 U SMAL NUMBER INSIGNIA NUMBER CAL9��5 WEIQHT 02. LENGTT►►� WIDTH ISSUED SCC M?APT USE TY T Gw6CALHG7105A' (M 000672 000144 06/16!93 .04 SFA LP z GKCALHG710% M350504 018200 '006672 000144 3 TOTAL a FEES 5 PAID! - 6 ,!35.00 A GRAY WILLIS F/ 3. _ D ELIZABETH B ,!TRS a@L8AS6`OF DEAL>cR D 14755' BRIARWOOD c New RmsTePleo ownsk, PZLL iN 'zrEMs 4 9 *�e R MAGALIA CA 95954-0000 E 4,A) S AND S OR 8) 6 �6NAME - PLEASE P.RTNT R GRAY AILLIS P/ e .:Ei:37.F.iBE[ii _ 1lgj4TNG AVDRass I A 14753 13RIA10i00D e ) S S Ri CNTV ST YTP T L Aft E HAGALIA 9s9%-0000 6. R FUTUREY PRESS a 1. D REL F MISTERED OMT�R LOCATI S o s 14753 OR w 2 yy4Y"�.7:f1'�, N 7 as`' ,rA r �I'.'�:eF C ST ZIP e tWALIA CA Y5954�00 " , ? r . My 8S PRZCG OAT6 L IQTG$= Ow TURA A r FILL IN - 12' iHcx L 0 w ! B H N / b✓ J (:. L NAME - fL#IwmnxmT e z.A> � R RELFAS , LEGL OWNER AS2. C�O jr- 4F ► �r 1. ASSZG)M MT OF ` J , :l P M 2 I R O S R T L L E N s H E 0 C L 0 D N E D R. tOW NEW LST VR. cNTY ' pT ZIP FILL TN. Y'T•EMS 13 - 18 P" - PLEASE PRZNT AUM939 13. CITY CNTY ST ZIP Eee NEW 2ND JR. LIENMDLDER, TILL IN ITEMS 16 • 18 gw,-x 16. 17. NANE - PLEASE PRINT ADDRESS 18. CYN CHTY ST ZIP IMPORTANT 01-162-031 THIS CERTI,FICkTE-OF TITLE -NAY N07 Ref-LECT ALL 1rEKS--RECO RDED--W-lTW-THE -DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT, THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. 0100065 Sep.21. 2004-12:56Ph117 CB �4AGALIA UU! W111ril 11151.01(10.1) MAI I. TO: WILLIS F. AND ELIZAF3ETH B. Recorded GRAY, AS TRUSTEES OF THE Official Records WILLIS AND ELIZABETH GRAY County of FAMILY TRUST Rutto Candace J. Grubbs Recorder A 1 : Glaal 6 -Hater -92 92-009751 14753 BRIARWOOD MAGAL'IA, CA 95954 MAIL TAX STATEMENTS TO: Sante as directed above ReNo J1.12 Check PURL DOGVMLNTART 100VEVIA% 1 0.00 P - 45..00 5.00 XX 1 „.COMPUTED ON Wit VALUE OF PROPERTY CONVEYED. This conveyance transfers the grantor's _.OR COMPUTED ON FULL VALUE LESS 11ENS AND interest into his or her revocable tNCUMBRANCES REMAINING At UAL Of SALL 1i.yin% _crust, R & 7.' 11911, �^ .. L_ -- - SleDalura N Mont or Aeanl Qelr.lnldnp Pei. fire ► GRANT DEED FOR No CONSIDERATION, WILLIS F. GRAY and ELIZABETH B. GRAY, husband and wife, hereby GRANT(S) to WILLIS F. GRAY AND ELIZABETH B. GRAY, AS TRUSTEES,' OF THE WILLIS AND ELIZABETH GRAY FAMILY TRUST, dated March 3, 1992. the real pxo,[)erty in the CounLy of BUTTE , State of California, described as: Lot 219, as shown as that certain map entitled, 'sIBRRA DBL oxo: tSTAT$Sr UNIT N0. 3", which map wax filed in the office of the Recorder of the County of Butte, State of California, on June J, 1960.in Book 35 of Baps, at pages 27, 28 and 29. EXCEPTILIG and RESERVING THEREFROM all of the valvable minerals beneath the surface of said land with the Fight to mine alas extract said mine'rals, it being *groes and understood that in mll,mining operations the surface of said hand will be protected against damage and that all mining shall be carried on from tunpels, shafts, or drifts having their orificon outside of the surface areas of the above described xealty, all as enceptsd and reserved in tbat cer- Lain Daad f1:ea1 Ole Hagalia Mining Company, a corporation, to E.D. Storto, et ux, recorded September 4, 1947 in Book 433 of Butts County of.ticial Records, at page 385. I,A,IF.r---- -zV� 4c � .4,,—1 qL--_ _ 61wrn LIF .,Af.r 11,4.1 In (, A)"TT OF — BUTTE o. __1%1.e-ceq 3. /4? belOre my the undarel2hed, a Notary rubllc let and for skald _ � I n.1 r _ : l [:_I�aL.etK�e.+.r oy,�t tyip��-;t * yF •*_ 7_Y i[ �k * �t . � -.., ***** WILD_ GR y anr3 **** ***** ELIZABETH F. GRAY ****** It-- tU we Lo be 1,1,E petaon E_ whole no,aes are euhecSllel to the Ml►,hln ln.1trument aid acklro�layad that they extrutad lila .ease. =1111M br bang and Wilclnl Peal. WILLIS F. GRAY J LIZABETH B. GRA wlyl:::811 1991 dine 0, f�lajerar PUBllC-DAUF I Q nTECOU#try �i n, Elsa 1� END OF DOCUMENT (C ATTACHED ARE THE DECALS FOR "JI T 1 `Y7.5-3 E QR ivor�� NOTES r ` i RESIDENTIAL i 1 PERMIT NO. _ _065-380-017 04-2796 V l WILLIS FAMILY TRUST, C 14753 BRIANWOOD, MAGALIA Cont: CHICO MHS EX MH 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 SERIAIL & LABEL #'S. /tL SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER L ,3cs0 5_0 r JOB FINALED (Date) Signature w r 6 t s. SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER L ,3cs0 5_0 r JOB FINALED (Date) Signature J=OK 0 = Idfit OK = Not Applicable . = Not Ready DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 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 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1, Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 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 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 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 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1, Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms 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 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 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/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground Glazing Area -Glass Protection -Skylights -Plastic 13. Plenums & Ducts; Clearance -Material -Support -Ins. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Brace Interior/Exterior Wall Panels 15. Access & Ventilation 62. 16. Insulation 63. Infiltration -Walls -Windows Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 64. 17. Water Htr.; Vent -Access -Combustion Air Baffle 65. 18. Water Pipe; Test & Anchor -Nail Protection 66. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 67. 20. Shower Pan; Test, First Floor -Tub Access 68. 21. Test Tub & Shower, Second Floor -Tub Access 69. 22. Gas Pipe; Sixe & Anchors 70. 23. Fire Sprinkler; Test 71. Fireplace or Stove, Clearance -Hearth Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or At Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect _ 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 87. Card B-1 Date Card B-1 Date 88. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 36. A.C. Ducts Insulation & Support Glass Protection 37. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 38. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Water & Sewer Connected -C/0 to Grade -HD Approval 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes O No/Walks 0 Yes O 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/0 to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530),538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042796 LICENSED CONTRACTORS 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 Issued Date: 10/01/2004 APN: 065-380-017-000 - the Business and Professions Code, and my license is in full force and effect. License Class / L• ens Nu er: L �/ Site Address: 14753 BRIARWOOD DR MAG DateA7 - • U Contractor: Map Index: Description: EX MH PERM FND EX SITE(1324) OWNER -B) DEc RATION 3f 1 hereby affirm under penalty of erju that I am exempt from the Contractors' Stale License Law r the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: GRAY WILLIS & ELIZABETH FAMILY TRUST permit to construct, alter, improve, demolish, or repair any structure, prior . to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of ,PPT GRAY WILLIS F Sr ELIZABETH B TRUSTEES the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 14753 BRIARWOOD she is exempt therefrom and the basis for the alleged exemption. Any MAGALIA, CA 95954 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: GRAY WILLIS &ELIZABETH FAMILY TRUST owner of property who builds or improves thereon, and who does pp such work himself or herself or through his or her own employees, PPT provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business - and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: DOREMUS, GERALD GLEN ❑ I am Exempt under Article 3 of the Business and Professions Code P O BOX.4121 Date: Owner: CHICO, CA 95927 530-895-1774 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 License #: 445103 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: required. by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy ## performance -work CJ I certify that in the of the which this permi6s Valuation: $0.00 issued, I shall not employ any person in any manner so as to Census become subject to the workers' compensation laws of California, Code: 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. Date: Applicant: WARNING: F ilure secure workers' compensation coverage is unlawful, and all su ject an employer to criminal penalties and one hundred thou and d Ilars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 4l 25 % S 374.9 S �i • 3 -O 4 - 4-12705 X74.o4- CONSTRUCTION LENDING AGENCY This pemut` hereby issued under the applicable provisions of the Bi fte County Cody anrt/or I hereby affirm that there is a construction lending agency for the Resolutions t do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) _ ((7 , t O Name: By: "'� �^'--- Date: PER?E PIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health &'Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the o the duly authorized agent of the owner. I agree'to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the su ance of ny official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspectionipose Print Name Signature: Date: " 0 Owner - Contractor 0 gent foOwner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BP042796 LICENSED CONTRACTORS 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 h Issued Date: 10/01/2004 APN: 0655_380-017-000 the Business and Professions Code, and my license is in full force and effect.r License Class L• ens Nu er: I y /� Site Address: 14753 BRIARWOOD DR MAG Date;-% • • U Contractor: Map Index: Description: EX MH PERM FND EX SITE(1324) OWNER -BUILDS DEC RATION I hereby affirm under penalty of erju that I am exempt from the Contractors' State License Law fbr the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: GRAY WILLIS &ELIZABETH FAMILY TRUST permit to construct, alter, improve, demolish, or repair any structure, prior . to its issuance, also requires the applicant for such permit to file a PPT signed statement that he or she is licensed pursuant to the provisions of GRAY WILLIS F 8r ELIZABETH B TRUSTEES the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 14753 BRIARWOOD she is exempt therefrom and the basis for the alleged exemption. Any MAGALIA, CA 95954 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: GRAY WILLIS 8 ELIZABETH FAMILY TRUST owner of property who builds or improves thereon, and who does PP such work himself or herself or through his or her own employees, PPT provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: DOREMUS, GERALD GLEN ❑ 1 am Exempt under Article 3 of the Business and Professions Code P O BOX 4121 Date: Owner: CHICO, CA 95927 530-895-1774 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 License #: 445103 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 Architect': required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy # -the -I., I certify that in the performance of which this permit is Valuation: $0.00 issued, 1 shall not employ any person in any manner so as to Census become subject to the workers' compensation laws of California, Code: 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. _ ,� L Date: V Applicant: WARNING: F ilure secure workers' compensation coverage is unlawful, and all su) fect an employer to criminal penalties and one hundred thou and dbllars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor t 2J� 7 s 9 5 9 -' 4 code, interest, and attorney's fees. -1-74- . 3 •O �t 2705 s7 4. 95 t o • ► • 04 - CONSTRUCTION LENDING AGENCY This perm •hereby issued under the applicable provisions of the Bnfte County Code anrt/Or I hereby affirm that there is a construction lending agency for the Resolutions t do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Date: PER E PIRES ON: IO' I 0,457 Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the o e duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the su of any fficial form or document of Butte County. I hereby \nce authorize representatives of Butte County to enter upon the above mentioned property for inspection ose f Print Name: ,-L e. GS Signature: Date: 0 Owner Contractor ❑gent foOwner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY* APPLICANT NAME OWNER Last Name ,ALS . — rst Name Address / City Fax State Zjp . Phone Type Const Fax E-mail Map Book APPLICANT NAME CONTRACTOR Name- G __5 Address __62 8 2 City P g e G Fax State Zi Phone Type Const Fax E-mail Map Book Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Iip City Fax State Tip Phone Type Const Fax E-mail Map Book State License Number APPLICANT NAME Name Address City State Iip Phone Fax E-mail For otfice usi only: CJ / Zoni g City Flood Zone WORKER'S COMPENSATION Policy Number No Orc!. LENDING AGENCY Type Const Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERAUT &I' Z BP BIN # LOCATION CJ / Property Address _(/ IL17-5-3 City Cross Street D WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit Issuance. LENDING AGENCY Name Addre - — - r_6116 t fZ S' Description or Scope of Work: X OL, Sq. Footage 13 ❑ Structure Built vrithout Pe its ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. V-1 4 Received by: 'j- Amount: Receipt #:,q12,5 0 C 1433 � SRA Sheriff SMIP Other Date ,/ 3-0, `" r' . Total SUBMITTAL & PERMIT REQUIREMENTS t The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED, ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes`.) ,%" , ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). — ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation -Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Kerunos can -only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no constriction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SER.VICES.-BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER II C -+ !-� YYI r'L_{ ((�,, 1 ASSESSOR PARCEL NUMBER Proposed Building Use:, Z- /Jl, ! m ¢nom/ j°.� 5 ! �� Counter Technician: 1/P Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. !�- 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. 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 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 cir and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ g'' 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............................................................................................. 0 27. Encroachment Permit for driveway from the Public Works Dept .......... ............... 28. Pre -Inspection for 1 1::��l 1�, ��� 9=:23quired....... c `f 9• z'f •a'4" ❑ 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,SP.M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ (00R 38. Other: 7 ❑ 39. Other: When issued Telephone air rL-i and hold for pickup. 1 have been inforTed of the above items and requirements for obtaining a building permit. \ n Applicant: Date: 1. Index perm t pplica io e it ` d: Plan Check Letter 2. Additional ite N Contractor, designer owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designee, owner was advised of the above data by ❑ phone, ❑ mail, ❑ counter lbs' Date: Plans reviewed by: Date: U Plans approved by: (r, `�- Date: Z Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: t Yellow: Building Division <- COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER S L LAS A.P. # PROPROSED BUILDING USE rh DATE RECEIPT # DATE REC. J 1. BUILDING PERMIT FEES n --- Balance Due ..................... $ 2 / 4. � i/fir Jr --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ _ Units Commercial (sq. ftg.)..... X $0.03 = $ _ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION #. $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be chatted Jwtn&the plan checking process. APPLICANT DATE �3C Pursuant to Govern ent/de Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from a da approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specifi din Govemment Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) �q Building Permit Number: D a Owner Name: W, 1 (1 S Residential Construction Requirements ]EN PORTANT 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 IVITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a.total net area of not less than 1 square inch for every square foot of enclosed area. 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. 1� ,P oa 6 1's Page 2of 2 Building Permit Number: OY' a 79 io Owner Name: W i It 1,5 Fes• Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. MThe following parcel map requirements shall be met: All structures and egppment including overhang shall be clear of all easements. A setback ofl'`eet from the side ander eet"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 foot overhang. c 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. 10 1. Owner's Name: BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 534-4541 1# MOBILEHOME INSTALLATION SHEET 2. Installer's Name: 6633 SKYWAY PARADISE, CA. 95969 3. Is the site currently underPqMftAfiR6) 877.8Mh No (If yes, furnish permit number _ �S' �� G�) OR Is the site an existing site? Yes No (If yes; furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes 2-- No F-1 (If no, clarify 5. What is the mobilehome electrical rating? --------------- / y J Amps 6. What is the mobilehome site service rating? -------------- y c7 Amps 7. What is the mobilehome site circuit breaker rating? ----- 1 4.? C-) 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) (Amps) 9. What is the mobilehome site gas pipe size? -------------- 3�5L (in.) 10. What .is the type of gas service? --=---------------- Natural � LPG El— 11. What is the gas pipe length from meter or tank to the mobilehome?--------------------------------------------- �J (ft.) * 12. What is the mobilehome gas demand? ------------------=--- (BTU) *(This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) A If other than single wide, Mobilehome Mf r. D L furnish Setup Model No..Hr& S-ta j --S Year' jiidth rc7' (ft.) Box Length b (ft.) Tagalong or Expando Size -0—ft. x ft f (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973, furnish manufacturers 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 (cheek on, Single el. Wood either n pressure treated foundation grade (ft/)(in:) Centerupport locat ons* (ft, ) (in.) (ft�)(in.) (ft.I(in.) (ft-A� (in.) ch -l3 a *If center.piers are other than c -_•-n above, draw in locations, spacing, and : •ensions. El 2. Other (specify) Supporta (check ons W1. Concrete block. •2. Other. (specify) Tagalong or Rxpando, show .support details -- Typical Support .) Footing Size -- Max. Pier Spacing -- Max. Overhang O00''°U( 0 121 r 17 4" I G4� FISK 1 1 t I�1K Ie� OI Q �O SoUrH IAI __ _ 1 CD 4i SOUTH i �: - SOUTH Q 1 OMIOOLE AO 1 h'�IDOLE© O 1 'SOUTH O 1 Gj gOUTH SOUTH nIDOLEO O��IDDLE 10 �FL6X ®MIOOt_�. MIOOLG't� C2J rte# o uh+eelc+l li�I�1-4 121< 131'4h lil x Zo1-o" � STA I-J Cp A.. fi 01 G -A. A. r tT .. O i- i A> -� A L— G A R r LT : LIVIud ROOM, DlrAwc;. r ft4E.AKf'A4T ROOM KITGMCIJ I 21 -c I'SI-711 N.a L_L, MA.bTM2_ ti*OROO-H, 2"o-9LOK00M UTILITY 11-1 >< al-OIt LJARDROv�BS� MAbTE.R PxA rH 6UEff->T SAir1 121 Ac 51-µr I T I x 921-0" SUPPORT PIERS F4ERITA4E 3a I-:3, TWO FSEDROOM 13RSAKrAST ROOM SU.CAPACyI�TY FOOTING SIZE (� CAPACITY FOOTING SIZE20001/ 211x2411 L TV 8000,r 11 II 48 X24 rlriE CARPET LAYOUT AND RIDGEiHON(ulrlu�.,vo4000# 44GOtOEPOMtSI MUOSAN rA ANA, CA f:105 2411x2411 m 10,000# 6011x2411BEAM FIELD SUPPORT PIERS H45J�6000# 361x241on.wNer -- 2-10-87 ON'(-, ti Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 91212003 INDEX COMPONENT PARTS AVAILABLE UPON REQUEST Approval %WWAC'nM9D HOWF/AdOMA HMO FOUNDATION SYSTEM st "THAM SAFm CAD$. S WTM ton APZD SUW=10c ra0M AT1t0VALD=NOTAVfRMU0tAF B OWNIONSORMIATION mom RsQUIltemem" APMCAME STATE LAWS AND RBOUL&UM soft of aHfauk �"1 I'll o�sJWbsr 1 dUT'TEpyCOUNT" n gUILDiNG 1 MF- AR 4 P P R 0 V r 0Lc co N O O O PAGE RELEASE SECTION NUMBER DATE INTRODUCTION 2 9/2/03 GENERAL INSTALLATION 3 9/2/03 PARTS LIST 4 & 5 9/2/03 LONGITUDINAL DEVICES 6 9/2/03 PIER HEIGHTS 7 9/2/03 SET-UP INSTRUCTIONS 8 9/2/03 FOOTER SIZES 7w WIND ZONE I - SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 WIND ZONE II - SINGLE. 13 9/2/03 - DOUBLE 14 9/2/03 - TRIPLE 15 9/2/03 V -DRIVE & PIER SYSTEMS 16 9/2/03 SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION 18 & 19 9/2/03 COMPONENT PARTS AVAILABLE UPON REQUEST Approval %WWAC'nM9D HOWF/AdOMA HMO FOUNDATION SYSTEM st "THAM SAFm CAD$. S WTM ton APZD SUW=10c ra0M AT1t0VALD=NOTAVfRMU0tAF B OWNIONSORMIATION mom RsQUIltemem" APMCAME STATE LAWS AND RBOUL&UM soft of aHfauk �"1 I'll o�sJWbsr 1 dUT'TEpyCOUNT" n gUILDiNG 1 MF- AR 4 P P R 0 V r 0Lc co 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 sidewalls 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. �Xlsam' Page 3 California 9/2/03 Vector Dynamics Foundation Systems Lateral Component Parts List Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ft. 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. ft. pad (2 required) # 59024 -Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolts not included. �Xlsam 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 brackets, 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 # 59015 65" up to 6 Blocks PVC Adapter Bracket # 59281 - For use with Schd 40 PVC Center Compression Strut Y # 48612 - Single Section, 62"- 108" # 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 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Note: Two struts =1 L.S.D. system. Can be used on one pad or slipt on opposite ends of the home. Examples of Possible Placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single Section I I I I I I 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 Triple Section Wind Zone I Tag Section 48 Ft. Max. California 9/2/03 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 in max. Unequal Pier Heights rlaximum 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". 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 en pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as sh(xvn. 3. Outside Tension Bracket Attach outside tension b-acket 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. Tighter: strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. California 9/2/03 WIND ZONE I ro : �2 sq. ft. pad/ Home Length Vector Systems Required Anchors Required Per Side or 24" Pier 24+" Piers L.S.D. O to 72' 3 ♦ 3 WIND ZONE I, SEISMIC ZONE 4 73' to 90' 4 3 4 2 Vector Dynamics Systems Required for , - ; , " ' " - ;' ♦ `\ Single Section Homes " (Materials Required)- ,- home ; ; Section - _ ,' ♦- ie of a12-.. , ' a.,:: Vie... � ♦ I — " � ,«T? yN 3 S• Y�,'� , � ` ♦ . � i aYr�'A'`u?¢ i,i:. nsk -; y S53 #iSSia�FFf'4i� CxL �i - i c ♦ -:vim ?e#' .� 2 � � � - ,ck'3" �. t.*,9' - _ .. CD �ay� v..6hN•,.. >, .?C r itUf31 y r 34 Note: L.S.D.= Longitudinalh x NOTE: Vector Systems should be spaced as Stabilization Device symmetrically as possible along the length See Page 6. of the home. Pier spacing must be w consistent with home manufacturers' o Soil Classifications: 2, 3, 4A, & 4B instructions and/or state requirements. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties WIND ZONE I ro : �2 sq. ft. pad/ Home Length Vector Systems Required Anchors Required Per Side or 24" Pier 24+" Piers L.S.D. O 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) WIND ZONE I, SEISMIC ZONE 4 Vector Systems Required Anchors Required Per Side L.S.D. 0 to 40' 2 0 2 41' to 66' " 0 3 \ I Vector Dynamics Systems Required for 4 - - " - _ - ' - 0 ♦ \ \ I ` Double Section Homes - \ (Materials Required) " - - ' " " - - ' " " " On h0M '1e \`\\ `x \`.♦;�\ ==------- --'" --" °� ail _-�'"" p ; ♦ 9 is \ �?� 4 � `�€� 3�� ` � � .. ♦ ` -°. I * w x.� : \ , 4 ::paG xn wr�:u,^�• • .�,jli�jtly \ � ,y,w � �, \ (fl a44frtd�sr, CD ' A" CD \ 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. sv 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. Soil Classifications: 2, 3, 4A, & 46 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': None ('Marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 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' 5 0 4 Each Vector System requires one of the following: 1-44 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 "-- - nhomee s. I 1 I ♦ I , Vector Dynamics Systems Required for _ , _ - - _ ,fi� m�`t� Seo t\jector sys m - _ , Triple Section Homes ' ' - , _ - - ' `e of a neral sPa�`n9 , - _ ♦ ♦ ♦ ; ♦ ♦ , e (Materials Required) - - - -F - - ' EXamphows 9 I \ astr alio ♦ � �xi���41i���134�'� ♦ I gg F k . ♦ ' ": ; b � ...,.. �?13I?moi e �, 1 4a ♦ NOTE: CD 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 K 0 Tag ori full triple 0 W 2 sq. ft. pad 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 LSD Main TAG 0to48' 2+2 on Tag 0 2 1 49'to71' 3+2 on Tag 0 2 1 72' to 84' 4 + 2 on Tag 0 2. 2 85'to90' 5+2 on Tag 0 2 2 Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) _v '/io CID N n iv K 0 WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) Vector Dynamics Systems Required for I \ Double Section Homes (High Pier Sets with Diagonal Ties)° n h me o - I \ doti b1e sec I = - ------Y---,- Exampie ° 1 \ 1 \ 1 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. r WIND ZONE I Max. Height Unit Width See Page 7 c002_ CD I -Beam CA3 Spacing R2 sq. ft. pad 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: 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 (Hurricane) Vector Dynamics Systems Required for Single Section homes (High Pier Sets with Diagonal Ties) Se�t;pno om a s* guide\ones' _+- ' atnaging 1Orn sa\\ otai sp h°me % Ph01a be to aso,Ns9s tratackn9 Nusrisp ndationpads tc'' Ur., cG CD W C') 2 K 0 u co 24" 0 W f WIND ZONE II (not to scale) 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 Vector Systems Required Anchors Equired LSD per side 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 2 max.HP• 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. TEach Vector System requires one of the following: �2 sq. ft. pad 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Iv cc co 0 w WIND ZONE II, SEISMIC ZONE 4 Vector Dynamics Systems Required for , - _ _ - "Se�tJo�°hols ems; gW\de\\nes Double Section Homes - _ _ - - ' - d00 . lot V ec t\On ma�ua, - - " ' A 16 0{ a` e2er \SPa meMsta\\a - -'"�-�-- n _ --- - I \ \ ' \ \e to\1 EXamPs\Iowsgustbe 4 4 3 vamo d nP m 5 5 3 ads _- _- 6 6 I ,Fours 7 7 85' to 90' 8 8 4 s' %y f •. 'µ .mss -' £:. \ 2n.m�c.tyP• `I 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. 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) w cc CD ._L W NOTE: 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 manufacturers' instructions and/or state requirements Tag ori: Soil Classifications: 2, 3, 4A, & 4B full triple Soil Bearing Capacity: 1,000 PSF minimum 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 -''- ___----- 0to48' WIND ZONE II, SEISMIC ZONE 4 2 1 49'to71' Vector Dynamics Systems Required for 6 3 2 72' to 84' 4+ 3 on Tag ' ' " " bome 3 2 Triple Section Homes 5+3 on Tag _ , - , _ - - e�t�on ems• 3 2 (Materials Required) , _ _ -' _ - -' r fit m��tn9lor VeO�o " - mp�e of a neva\ sPao 9e f EXa shows in �V n: 7 WW ' y An w cc CD ._L W NOTE: 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 manufacturers' instructions and/or state requirements Tag ori: Soil Classifications: 2, 3, 4A, & 4B full triple Soil Bearing Capacity: 1,000 PSF minimum 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+2onTag 4 2 1 49'to71' 4+2onTag 6 3 2 72' to 84' 4+ 3 on Tag 7 3 2 85'to90' 5+3 on Tag 8 3 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) 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 - 44 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 -Drive System for rocky soil. V -Drive anchors are used only in Zone 1, single section 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 bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. _� oct Page 16 California 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 1 6x1 8 = 288 sq. in. = or 17x25=425 sq. in. EQUALS - - _ % . 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 listed above. *Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional EWineer miliar with site conditons Page 17 California 9/2/03 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. S. 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 ps for concret( footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt *xm 3 9/2/03 Vector 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 on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 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 Brackel Compressii boards of PVC Pipe U -bolt Page 19 California Vector pad for concrete Concrete footer *EZM- 9/2/03 PRE -INSPECTION REPORT OWNER: LOCATION: y CONTRACTOR: /n l I7 • �. DATE: q^ pS 3't�514 A.P. ZONING: 1� T'— REASON FOR PRE -INSPECTION `z -X M. f{'. (, �e(M fve l e")I I -e DATE TO INSPECTOR: /Y'e�PERMIT HISTORY (� ) NONE (t) -5th ATTACHED Building Description: Commercial/Usage: Residential # of Units: Currently Occupied AbandonedNacant: Electric: BUILDING INSPECTOR'S REPORT )NO Electric Currently ( )65n ( ) Of Condition of Electric Gas: Currently On ( ) Off Mobile home # of Units: ( es ( Condition , Sanitation: Plumbing Working (j es ( ) No v. - Obvious Sewage Problems ( ) Yes (�No ACTION RECOTMAMNDED: ISSUE (V) Yes DD () No Hold for permits or verify: 1 Inspector• Date: SKETCH BUILDINGS ON REVERSE AND INDICATE LOCATION ON PROPERTY. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" APPLICANT NAME OWNER Last Name — rst Name nr Address / .46,51 City Fax State Zip aa Phone 2 22Lq Fax E-mail Page APPLICANT NAME CONTRACTOR Name -_5'c City Address P-0 a -2- City City � G Fax State . Zi Phone 2 22Lq Fax�— E-mail Page Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Subdivision Name Fax E-mail Page State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail PPLICANT SIGNATURE For o ice USJ only: AN ' .17 Zoni g 7I Flood Zone ?t, I SRA es 1 No O !f hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Type Const Subdivision Name Address Map Book Page Lot # Planner Date Approved: n%f=P PtIi2 CIIRMITTAI P1=111IIRFMFN'T4 PERMIT � - Z r7& BP BIN # LOCATION AN ' .17 Property Address _ /L/7S7 City Cross Street ig WORKER'S COMPENSATION Policy Number Carrier !f hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: X Sq. Footage ❑ Structure Built Wthout Pe its ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. L -.;i"-1• « - Received by: tp- Amount !�Z % 4. W Bldg Receipt .c1�d33� SRA Sheriff SMIP r-��/ Other `- r G� ` `'� Total 65-38-17 / --f— i.W V, rI . �Z i�4 , c LLOYD WEBSTER` 14753 Briarwood, 218,Ma ContR: PMC Permit#1868-89P,E(util, MH ELEC . �% 00 - 1 D D, GAS ISP ,, s I' L'b SUPPORT STRUCTURE REQ. _ COMPACTION TEST REQ. r 65-38-1 q Con LR: PMC $I Permit#1870-89B,E(new garage) �I�J - 65-38-17 ContR : P, MC Permit#1869-89MHI IssueD 2 _ - 5 A }'•% r 7 �� a� t.l 17 SIJ 3 -- ..! ��-5''!%'��:.-�9•�",[,�t��'� � �,: � tl t tz- r''� ��"3rYtC sx,, x J s ;_k t . tl `k .t. J � ,,3i_ < 3� FtX'�'Y� - '�" � isvF.+Nrr rr.z �':�a✓' � i z 4 f ^�t''r• r t t'.. . r'�.;,,tr ��9'7,i1t-. / r o�S Yd X� ..�7'�� �?,�.FI }rw ;t .rr-rp. �ll�yk Fr �'� � ,..,.�Y �1 < t ��� �_ '. .y '� I w ��N Department r n u n t' J. Michael Crump, Director of Public o f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Watertion Prevention Plan (SWPPP) Acknowledgement ILESS THAN 1 ACRE Project Description: lj Project Location and/or Parcel Number: X— LY- By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program rte_ .0 •? i .. __�-.--• •'�_ ��.. / PERMIT NO. 1868-89P.E(MH) PERMIT EXPIRES OWNER LLOYD WEBSTER CONTR. PMC ASSESSOR PARCEL 65-38-17 LOCATION .14753 Briarwood, Magalia yy Temp. Power Pole Called PG&E Toffp. Elec. Service z/7 Called PG&E Temp. Gas service Called PG&E JOB FINAL.EO (Date) Signature = OK- 0=Not OK = Not Readyable MOBILE HOM#S MISCELLANEOUS Date MOBI 'E HOME UTILITIES (PI K exce t Ys Date DECKS,COVERS,CARPORTS,GARAGES; (Plans)OK except #'s i oning Re u' ments- 1. Zoning Requirements-Setbacks-Easements oil cial MH etc Q 2. Footings; Soils-Size-Depth-Spacing-Connectors-Steel e r; Location- st I /O ncret ► 3. Decks; Girders and/or Joists-Decking-Bracing-Stairs-Rails ater; Lo on-Tes`f- ch) 4. Wood Awn.; Posts- Beams-Rftrs.-Connec.- e tricity; Locatio -Clear nces-Grnd.-/ Amp-Concrete Shthg.-Rfg.-Bracing as' -T - /4"�'ft. 5. Alum. Awn.; Columns-Connections-Splice-Decal-Enclosures "L"ft.// "LPG 6. Carports; Windows-Doors ff—Z/ 411,btility Clearance ` 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing-Veneer-Stucco-Mesh Card-131 Date?i Card-61 Gg Date 8-t8-81 10. Roof; Shthg-Roofing Card-B1 Dat25?,-M,,f/ yCard-B1 Ag Date .9--Z/a :j 11. Ext.; Steps-Doors-Landings Date MOB OME INSTALLATION (Plans) OK except #'s i oning Requirements-Setba>ri�s--Easonvnts Card-B1 Date Card-131 Date 0o ings-erz-e- ing-Marriage-Lim Card-B1 Date Card-B1 Date A-15as; MH Test-Demand-Valve-Cgonnector ectricity; Mft-re-st-Crosserers-Breaker -Clues Date POOLS (Plans) OK except #'s ain; MH TEst°f`all-Flex,�Cennector 1. Setbacks-Easements 6-VNdf r; MH WersVReg r-ConzeGtor f 2. Soils; Compaction-Structure Stability 7 ater and Sewer Connected-C/O to Grade-KOjra 3. Pool Structure; Steel-Connections-Thickness- a �ctrie4y Tagted Dead Men -Lining xi s; Insp.-Sketch 4. Elea.; Receptacles and Lighting, Distances-GFI 1 . ert. of Occupancy 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.;Ground in E ui w/5'-circulatingEquip.-Pool L ht Card-B1 Datf? Card-B1 Date g' Equip. g g' Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card-B1 Date Card-131 Date 9. Health Department Approval 10. Plumb.; Cir. Test-Water Supply Test Card-B1 Date Card-B? Date Card-B1 Date Card-B1 Date 14) u� �e;r1f--f 4/6 if '' zv� I ��y Cie � /1 �✓ � �f? �� o� C� Q fl 69 * Com/ 3 S'6 sus/ 3 s Z),t6 G Ga /dr.zw��> ✓/ qap 1"16 d�h /17& %07 A 3 = uK „ 0 = NotOK RESIDENTIAL (Single and Duplex) - =Not Applicable = Not Rgady Date UNDERFLOOR,(Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks; -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. • 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles -5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt.-& Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Garage Fire Protection. Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53, Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration -Wal Is-Wndws Card -B1 Date Card -B1 Date Card -131 Date Card -131 Date Card -131 Date Card -131 Date Card -B1 Date Card -81 Date Date PLUMBING Permit OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -131 Date Card -131 Date 67. Stairs &Rails Card -B1 Date Card -131 Date 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 71. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 72. Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 73. A.C. Duct in Garage -Damper 2 6. Equip. Ground made up w/Meth. Fasteners -Bond Gas & Water 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Mach. Protection 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 75. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 76, Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes ❑ No 33. Smoke Detector 8i. Stucco; Brown -Finish Card -B1 Date Card -B1 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -B1 Date 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 84. Water Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation 86. Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade 87. Glass Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 88. Corrections from Previous Inpections 38. Attic Access & Platform if Furnace in Attic 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Card -B1 Date Card -81 Date 92. Roofing Certificate Card -B1 Date Card -81 Date Card -81 Date Card -61 Date Card -B1 Date Card -131 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors Card -131 Date Card -B1 Date 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 41• Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit iob site) MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE, DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA — 534-4541 PERMIT N0. ��� 27 --C-1 C- ' Address or location of mobile home y 7 5 7 1//�n.1/A%1.3<( /)(Z -V�IGG Owner's name Owner's address - < 2 nm -4,1 Insignia or hud number Manufacturer's name Serial number of V.I.N! Year of manufacture� (Official Approving Installation) _ (Date) IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. 5138 white - Owner, Yellow COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 f 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE R A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date 1J —e ��� 7 COUNTY OF BUTTE .a DEPARTMENT OF PUBLIC WORKS j- 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 .,--..-CORRECTION NOTICE WN''. I S��-��� OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, 9r need additional explanation, please contact this office immediately. I orl M eo Rr fZ E 0,.v, l 2 r t�, i= o wAk-L \b� toTH or Inspector �J. Q— Date_ �� A COUNTY OF BUTTE j DEPARTMENT OF PUBLIC WORKS - - 196 Memorial Way, Chico — Phone: 891-2751 ^'r 7 County Center Drive, Oroville — Phone: 538-7541 ~• 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER '' PERMIT NO. A routine- inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, need additional explanation, please contact this office immediately. 6z i Xr.1 Inspector Date It COUNTY OF BUTTE - DEPARTN,•ENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 11 APPLICAtItlN' ND PERMIT AS ESSOR PARCE NUMBER ZONING BUILDING PERMIT o N U TELEPHONE SQ. FT. OCC. BUILDING ALUA ION OWN R'S AI JNG ADORES 0 1%� NTRACTO 'SN ELEPH NE ONTRACTO S MA LING ADDRESS Fireplace STRU TCOON L DER ".N N Total Valuation Filing Fee „$ LEN ER' MAILING ADDRESS Permit Fee $ ARCHIT CT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITCT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADD Ess % -n 12,01' ov , Permit fee $ % PLUMBING PERMIT Filing Fee 10.00 ' Each Trap 2,00 Solar or heat pump water heater 20.00 ZLI is UBDI VISION NAME PARCEL MAP ' Water piping 5.00 Each qas water heater or vent 5.00 USE OF SSRUCTURE SF ❑ Duplex❑ Mobilehome r��/Other SP CI FY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home 10.00ea TYPE OF WORK New❑ Addition❑ Remodel[:] Utilities Installation❑ Other ❑ Desc•be work: Permit Fee $ D Contractor ELECTRICAL PERMIT Filing Fee 110.00 R LESS Main service 10 P OR 00 AMSLESS 10.00 CONTRACTORS LICENSE LAW I declare er penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profess' n " my license is in ful ce d effect. ;r License No?� Classification ❑ I, as the owner, or my employees with wages as their s le compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L 100 AMP 2.50 NEW CONST. UP.N h OR ADDNS. ( ACC. BLDGS. ) DWELLING OCC,¢sgft NEW CON STU TI.OUTLET NON.RESID .BRANCH CIRC ITS 2.50 ea POWER APPARATUS e SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES 20050! p� SALeao Ex. Occup. our OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 1 Misc. �Virin 15.00 9 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling 9 Hood 3.00 F�] Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information correct. I agree to comply to all County Ordinances and State Laws relating Iding construction, and hereby authorize representatives of the County of te enter upon the above-mentioned property for inspection purposes. so ag a to savto'emnify and keep harmless the County of Butte against :allliabilit es, juds, costs, and expenses which may in any way accrue��inst s Countnsequence the granting of this permit. Date of Applicant — Owne Contractor ❑ Agent ❑ An 05 A permit is required for excavations over 5'0" deep and demolition or construct- ion of s ructures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE OCCUP, CONST.TTPC scNoo �`PARr] PD 1 Su This permit is hereby issued under sions of the Butte County Code and/or work indicated abovq for 1hich DI C R O UBLIC BY XWHIT[-D.P.W.. PERMIf EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS i Date Receipt No.�� TELLOW-ASSE330K, PINK -INSPECTOR, COLD ENROD-APPLICANT i^1FNis+�r ^ 3—•+'°P'.. s,r^F,.Yrr ,r•�,�; :�rSiz� r—ti ;i:L%►r.",� _ .-: i . r COUNTY OF BUTTE =iLDE/PARI IGIE�IT O : ,.UBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTEC`,DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET .Permit No. S OWNER % A. P. No. Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items.have been submitted. . . . . . . . . . . . 2. Plot -plans in duplicate./triplicate, signed by preparer of plans. 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. /5. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8ees of $ , , , , , 9. Letter of signature authorization. . . . . . . . 10. Sanitation approval from PIII AOS Health Dept. . . e 11. 12. 13. 14. 15. 16. 17. Planning approval for (A) Use: (B) Parking: Certificate of Workmen's Compensation Insurance. . . . . Contractor's License Information (no., name style, classif.) Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) Improvements may be required. . . . . . , . , , , Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to P,re-Inspection for Required. Building Inspector (Date) Recorded copy of Agricultural Acknowledgment Statement. Driveway Permit. Plot plan approval from city of Engineered trusses in duplicate (required prior to plan check). When �`°u issue the r t, �Ce,ss as follows: Mail � Telephones �f� and hold for pickup Other - Applicant ner Mai I to contractor. fice, Deliver w/inspector. to Copy of plans sent Health Dept., Fire Dept., Other ! Date 4} The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by—phone---mai [—counter by Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by Plans checked Copy—DPW Date Plans approved by Sets of plans on. hold in File cabinet AP folder ;='—date Date I— ;='—date — 7'. TO: Bu.Udfng Department FROM: Encroachment Permit Section RE: Driveway Clearance 121v a,,-&/ od 4')1 - owner location AP # Driveway permit nu b sign re has been issued for the above property. �-i3 - 9-9 date F TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 7 Owner Locati AP# Plan Approved for. Sewage Disposal _ Water Supply Hold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for _2 bedroom mobile home. Other NOTE *4* P OBILEHO T BE INSTALLED EXACTLY AS S ABS 'LYNQ ZKS . Date i COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT A ;SrPARC:BER ZONING BUILDING PERMIT w ERPHONE SQ. FT. OCC. BUILDING VAL ION OWNER'S MAILI RE S� SS � C O N T R A C T O R'S NAME PARADISE MODULAR C CEPTS TELEPHONE 877 541 CONTRACTOR'S MAILING ADDRESS PARADISE, CAN Fireplace CON ION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO.Plan Checking Fee a j 1119 - Energy Plan Checking Fee n ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 34753 RRIARWOOD DR__ Permit fee $ PLUMBING PERMIT Filing Fee 10.00 MAGALIA Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME SDO 3 PARCEL MAP Water piping 5,00 Each qas water heater or vent 5,00 USE OF RUCTURE SF ❑ Duplex[] MobilehomeZ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I IN 0.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ InstallationOther ❑ Descrwork: Ci�ji, �. o� /�� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 CONTRACTORS LICENSE LAW I declar nder penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profess c" and my license is in r e d effect. '/ License N Classification ❑FIXED as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.N) OR ADDNS. ACC, BLDGS. / , /21tsgft NEW CONSTR. TI.OUTLET NON.RESID BRANCH CIRC S 2.50 ea POWER APPARATUS e SINGLE OUTLET CIR. EX. Occup OUTLETS OR FIXTURES eA 030 APPLNS. Ex. Occup. OUTLETS ((RESID )REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ Th rmit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor 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 authorize representatives of the County of to enter upon the above-mentioned property for inspection purposes. I also ee to save, indemnify and keep harmless the County of Butte against alt I abili 'es, judg a costs, and expenses which may in any way accrue against sa ounty in sequence o the granting of this ermit. Date f ��� Sig ture of pplicant — Owne Contractor ❑ Agent �� An permit is required for excavations over 5'0" deep and demolition or construct- ion of tructures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ �� OCCUP. CONST.TYPEJ s� o L FLOOD ARCF.L PD s NO 39UE This permit is hereby issued under sions of the Butte County Code and/or work indicate ab e f which E O F PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS ��—�� Dat r Receipt No. Q WHITE-D.P.W.. TELLO -ASSESSOR, PINK -INSPECTOR, GOLOENROO-APPLICANT - 1 'C' k-t7`ra'+rr.r4rr`"t•.:r+rr•t•,,�=tr,.t. 4 I i . Ji COUNTY OF BUTTE - DE!PARTIWENT OF -PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTS, DRIVE - OROVILLE,-CALIFORNIA 95965 - TELEPHONE: 916/538-7541 _ `fE•RMIT:APPLICATION DATA SHEET Permit No. ----� OWNER O r, •; A. P. No. � Proposed Building UsBuilding Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit process.i/ng and:/or issuance: _ DATE RECEIVED APPROVED 1. All items.have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans. . 3. Complete plans in duplicate./triplicate; signed by preparer of plans. 4. Complete engineered plans and calcs; with wet signature on plans. 5. Plan with Energy Design Compliance, Statement. . . . . . School District ,"Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. A Fees of $ ,) , , , , , , , , 10. Letter of signature authoriz. Ion.. . . . . . . . . Sanitation approval fromA25�Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑.) _15. Improvements may be required. , . , . , , , , , , , 16. Mobilehome Installation Data. . . . . . . . . . 17. Pre-Inspec.request to Pre -Inspection for Required. Building Inspector (Date) 18. Recorded copy of Agricultural Acknowledgment Statement.- y 19. Driveway Permit. 20. Plot plan approval from city of 21. Engineered trusses'in duplicate (required prior to plan check). 22. Mail to contractor. When u issue the ' �ermit,,process as follows: -Mail to erkTice2:Deliver eIephone and hold for pickup at w/inspector. Other Applican d,-01 'x/-01 .!,Jate ---------------- Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuanCircle new ite not c ecked 1. Index permit for above items No. ' 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone--nail—counter by date Contractor, designer, owner, was advised of above required data by—phone _mall—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW I 0 A S T R U C T U R A L C A L C U L A T I O N S F 0 R ti CANTILEVER RETAINING WALLS PARADISE MODULAR CONCEPTS 6633 SKYWAY PARADISE, CA 95969 CALCULATIONS ARE IN COMPLIANCE WITH THE '1985 EDITION OF THE UBC SIGNED " ` DATE FRANK L.. TYUKOS, E 32434 F L T ENGINEERING' 5790 CLARK ROAD PARADISE, CA 95969 (916) 87.2-0254 N D ~ ' SUBJECT: CONC. CANTILEVER RETAINING WALLS BY: FLT DATE: 5/89 JOB NO.: 9309 PROJECT: PARADISE MODULAR CONCEPTS 6633 SKYWAY, PARADISE, CA 95969 FLT'ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 6 DESIGN_CRITERIA� STUD -WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVER RETAINING WALL FOUNDATIONS. CODE 1985 UBC- SUPERIMPOSED BC SUPERIMPOSED LOADS: MIN. DL = .010 x (8+3) = .11 k/l MAX. LL = .020 x �2 +.010 x (12-3) +.050 x 10 +.010 x 8 = .91 k/l ' LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDING DL+LL) AND SLIDING RESISTANCEAMI.. DL ONLY), ^ MAX. LL — ROOF SNOW + ADD'L LfGHT ROOF DL + FLOOR (DL+LL) + ADD'L WALL DL SURCHARGE DUE TO MOBILE HOME FOOTINGS @ 30" FROM BACK OF WALL -- 11 1' SURCH. CALCIS PROVIDEDFOR: MATERIALS: A. 31-0" HIGH WALL B. 4'-6, HIGH WALL CONSTRUCTIOWDETAIL — SHEETS 2 & 3 — SHEETS 4 & 5 — SHEET 6 CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, REINFORCING — ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE _ 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 206 PSF, ' PROJECT : PARADISE MODULAR CONCEPTS � IOB NO. : 9309 DATE : 5/1989 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ - WALL DESIGN: -------------- ALL ___________ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): M.H. FTGS. @ 30" YIELD STRENGTH REINF. (KSI)-., ULTIMATE COMPRESSIVE STRENGTH OF' CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP>: - LIVE LOAD (KIP)., OVERALL HEIGHT OFTHE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL- TOP (INCHES): ' - BOTTOM <INCHES): COEFFICIENT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 27 OF 66 LEVEL 30 40 2000 .11 .91 3 ^y 3.5 6 6 1.46 ` TOTAL EARTH PRESSURE - Fw (KIP): 0.18 MOMENT - Mw (FT -KIP): 0.21 ' � AREA REINF. (IN -21, 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.039 3.75 #4 @ 61.5 MIN. VERTICAL REINF. - .15 %- (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VER`TICAL- #4 24 - nuRAum/ L: #4 @ 13 COMBINED STRESSES'@ WALL: | 0,108 0.180 0.13 < 1.0 PROJECT : PARADISE MODULAR CONCEPTS JOB NO. : 9309 DATE : 5/1989 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FLT ENGINEERING' 5790 CLARK ROAD PARADISE, CA � (916) 872-0254 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): NET 10 DESIGN FOOTING WIDTH - HEEL (INCHES) 4 - TOE `ImCnco/� 14 FOOTING KEY - DEPTH & WIDTH (INCHES) 0 - BACK TO BACK OF W INCHES) 0 TOTAL WIDTH OF FOOTING (INCHES)- 24 OVERTURNING FORCE - Fo (KIP): 0.281 OVERTURNING MOMENT - Mo (FTnKIP): 0.41 TOTAL RESISTING WEIGHT - W (KIP): 0.78- .78'RESISTING RESISTINGMOMENT - Mr (FT -KIP): 1.07 OVERTURNING RATIO - SF ' 2.641- .64 NET MOMENT - Mn (FT -KIP): 0.67 ECCENTRICITY - e (FEET): 0.15 ECCENTRIC MOMENT - Me (FT -KIP): 0.12 FOOTING AREA - Af (FT^2): 2.00 SECTION MODULUS - S (FT^3): 0.67 SHEET 3 OF AS' - SOIL PRESSURES - DL ONLY - SPt (PSF): 569.11 < 1500 - SPh (PSF): 214.47 > 8 SOIL PRESSURES - ADDED LL - SPt' (PSF): 455.36 < 1500 - SPh' (PSF): 1238.22 > 0 SLIDING RESISTANCE - Fr (KIP): 0.41 > 0.28 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 0.54 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.34 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.034 6.75 #4 @ 69.7 DESIGN TOE RE #4 @ 24 \ ' PROJECT : PARADISE MODULAR CONCEPTS ^ JOB NO. : 9309 DATE : 5/1989 ' .CALCIS BY : FLT ' SUBJECT: CONCRETE CANTILEVER RETAINING WALL WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ` (916) 872-0254 SHEET 11 OF S GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): ' 30 SURCHARGE (FEET): M.H. FTGS. @ 30" 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): ' THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT- a TOTAL EARTH PRESSURE— Fw (KIP).- MOMENT KIP):MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------- _______________________ 0.114 3.75 #4 @ 21.1 MIN. VERTICAL REINF. " .15 % (IN02): MIN. HORIZONTAL REINF. - .25 % (IN -24 DESIGN REINF. - VER _ HORIZON COMBINED STRESSES@ WALL: | .11 .g1 4.5 5 6 6 1.46 0.38 0.63 0.108 0.180 0.32 < 1.0 Ea PROJECT : PARADISE MODULAR CONCEPTS JOB NO. : 930� ` DATE : 5/1989 CALCIS BY : FLT FOOTING DESIGN: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET C OF ig DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAXf 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 10 DESIGN FOOTING WIDTH HEEL (INCHES) 4 - TOE (INCHES)g 20 FOOTING KEY - DEPTH & WIDTH CINCHES): - BACK TO BACK OF WALL CINCHES): l TOTAL WIDTH OF FOOTING CINCHES): 30�-'--l- OVERTURNING FORCE - Fo (KIP)2 � 0.51 OVERTURNING MOMENT -Mo (FT�KIP): 0.99 TOTAL RESISTING WEIGHT - W (KIP): 1.13 RESISTING MOMENT - Mr (FT -KIP): 2.06 OVERTURNING RATIO - SF .2.07 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): _ SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN) ------------------------- _------ _................ 0.089 6.75 #4 @ 27 DESIGN TOE REIN ° 1.06 0.30- 0. 34 .30-0.34 2.50 1.04 779.63 < 1500 121.29. > 0 561.23 f 1500 1067.69 > 0 0.75 > 0.51 0.93 0.88 Op DATE /•-9 SU EJEcT:.C!4.r•VT/LEY fP-CDr</C cT�` SHEET CG. 6Y GaTE............ . 457, MMIG-K/,4CC" o.?_-__ JO13NO..-----9309----...... MO,D!/G.4R CONC'�PTS, P�R�4.a/SE, C,4. DC 74 s STUD AK4L L I ¢ CovT. ¢ E /3 ¢ e 2o' 25. -.NAj7JiP.fL .6'�P,417F oR CoivC, s��s Q�pFESSI WQ�o Ply, L. _ N W N(i ^' 0L s�. C gIFOF CA��E�� -,Bi4CK��GG GEYEL PER 0, e 4TEZ Dx,4/1-/ P/PF 70 ,a,4 rl_/G'HT //Y/ 2 C64,1=77 PSR GN. �T O/= Ae'4/1(/ ROc,C CG Ef4� Mores: �— A f 0,2z' Id1571all rR%Te e/.� . . 37"A.lTEiP1,4L .57CE S11T. A 2¢, KEY /S i�/oT DEQ D {q/f/E�E CDit/C, S'G AB L .0 - #'¢ CDiS/T. e ,Q 3-#400�/7-, e8. PeO ri�Dc-a � /s IF 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 iii s'ef .. e } ° pfivns � �iicat©. p on the of O'jS fErnes a,, if is k4UST make ani' chzm y,, unl iwf b® VV!'It}(n des 01. C.'s, - .ia;�g �1i +� Perrruss6 from a`he Ue on same wifhout 3 � , ,v iarfrnent 0$ Publ, NOTE:—AIB Pllafericrls Oc Workmanship shall Be PR CCOPG PT's' vJli:i Good Practices alio n -i- a qu, ., rrozcr- Cho Specified use in the Unifor;.i Ci Mechanical CWgA mW +he Nati®nel )E=t kal Cod% NO ,V ��•�i� ba�g g da 0 es toad at ok a\,\e we e P� 'F Pse�pe t i ko�� V �e � o eQv0�t.p���vCS. IAZ 13 a V 0 v 1. Owner's Name": 2. 3. r BUTTE COUNTY.DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET :44 I MMU101. IVIVUUL'Mn tountocria, inn Installer's Name: 6633 SKYWAY PARADMSE, CA. 95969 Is the site currently underPqfiHFmAG 6) 877.966 � No (If yes, furnish permit number _ �,5' ) OR Is the site an existing site? Yes F] No ',. (If yes`; furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic<:'yank and leach fields and clear of all setbacks and easements? Yes No (If no, clarify F, 5. What is the mobilehome electrical rating? --------------- 1420 Amps 6. What is the mobilehome site service rating? 9 Amps 7. What is the mobilehome site circuit breaker rating? ----- L2 Amps mobilehome? --------------------------------------------- 1J (ft.) 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), ;, . (Amps) 9. What is the mobilehome sitegas pipe size? -------------- 31,1 (in,) 10. What is .the type of gas service? --=----------- =---- Natural � LPG •� 11, What is the gas pipe length from meter or tank to 1 the mobilehome? --------------------------------------------- 1J (ft.) * 12. What is the mobilehome gas demand? ---------------------- (BTU) M *(This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) C�� If other than single wide, �► Mobilehome Mfr.r7, Md. furnish Setup Model No..};TG S �oe��,.� Year MU Nidth(ft.) Box Length (ft.) Tagalong or Expando Siz! 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. ootin s (check one Single el. Wood either (ftO (in.) 12 3D (in.) (in.) 4 -Tagalong or Hxpando,' show .support details Ila x3 -- Typical Support in. (in.) Footing Size X3 D I 11 x3� Max. Pier Spacing (in.) (in.) �'- j (ft.)(in.) Max. Overhang (in.)j (in.) aie (ft.)(in•) �3 a *If .center. piers are other than c -_•-n above, draw in locations, spacing, and : -.ensions. pressure treated foundation grade. (ft )(in:) , (in.) (in.) El 2. Other• (specify) , Center upport Center -support Supporta (check one locat ons* footing sizes (in') el. Concrete block. ►�-x3� � -2. Other. (specify) (ft )(•) (in.) (in.) (ftO (in.) 12 3D (in.) (in.) 4 -Tagalong or Hxpando,' show .support details Ila x3 -- Typical Support in. (in.) Footing Size X3 D I 11 x3� Max. Pier Spacing (in.) (in.) �'- j (ft.)(in.) Max. Overhang (in.)j (in.) aie (ft.)(in•) �3 a *If .center. piers are other than c -_•-n above, draw in locations, spacing, and : -.ensions. A07 l STA"C30-.RLM G/kRrtT L1 -1U4 ROOM, 01"IUG, , lbgE.AKFA.4T RO01-I A NLLI "^9lTMZ &FLOKOOIMj tuo ObMoKOOH WARDROFSeS, HA7lTE-R /.a.,TH I'L x '121-0" OP TIpFJAL. GA►VL►IL-r KITGHMIj IZ' x 13'-7" UTI LITYV x G' -O" GUe'ST 9A'TH 12' x SI -4" rol SUPPORT PIERS 1+ERITAC 4F- aL ,s 44 CAPACITY FOOTING SIZE (-)CAPACITY FOOTING SIZE Two PSE >R00M.. OREAKF•ASr gooH so. FT. 2000# 11 11 ORAW N 12 x24 8000n 48"x2411 rifLE, G CARPET LAYOUT AND RIDGE "')OIL "13 4000# 24"x2411 m 10,000# 60"x24" I BEAM FIELD SUPPORT PIERS jH(;5(olA? 6000# 3611x24" ORAWNE• - 2-10-87 FOR FIELD SUPPORT DETAILS, SEE DWG'S. S-1 and S-3 OF INSTALLATION MANUAL. H651a2R2 GOLDEN WES1 HUMLS 1lOE [. WAAEMAY)1 SAN IA ANA. CA 7:705 PHONE- Ulu U5.41W J� 1 IA BUTTE COUNTY SCHOOLS DEVELOPMENT FEECERTIFICATION FORM (One Form per Building) A.P. Number 65-38-17 Building Department No. School District pARADISE City County ® Jurisdiction Property Owner WEBSTER 9 T.T.nvn Project Location/Address 167s, RRTAR.wann nR MACAAT Tn�A , 05051 Subdivision S_n_"n_ I TAT 7 1 A Lot Number Residential Development: Sq. Footage x.44 # of Living MHI Addition (Group R) Units Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date ******************************************************************* (Floor Plans reviewed by School District Personnel) District Id No. `t pARAT)TSF. TTNTPTED SCHOOT. nTCT School District certifies that Q (Applicant Name) Phone Number). °'11 ( ree dre s )' OROVILLE, CA. 95966. (City) (State) (Zip Code) has complied with the requirements of Resolution No. by the pa-yment` of $ ScYfool DistrYct PAID BY CHECK NO. BANK NO ESCROW PAID BY CASH representing 1344 s uare feet. resentative Date white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) NUT C ow'PARED WITH cc,,INAL DOCUMENT Net urn t u DPW AGRICULTURAL STATIMT OF ACKNOWLEDGEMEN'r FOR RI:S l Dl: ''TI AI, DEV171,01'MENT Svc I ion 26--H. 1 0l 1 he BuLIC County Code requires this acknowlcclgemenL be recorded pr i or t o i ssuanc•e of a bu i I d i ng perm i L. ACCEPTED FOR RECORDING 'I'lie proprrt y described herein is adjacent AT 8:01 A.M. 10 land or included within an area zoned 9 19aa fur ogr ic•u t Lural purposes, and resident -s 1 of Lh i s property may be subject Lo i neon- . RDER veni enc•es or discomfort arising from Lhe BUTTE COU RGCO use of agricull-ural chemicals, including, huL nut. limiLed to herbicides, pesticides, :incl fert.i.Ii•rers; and from the pursuit. of agricultural operaLions including, buL not. li.miLed to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has estahlishv(l Lural zones which haVe as a priority use for productive agr:icu.ltural purposes, ;inn I,•::ident:; wi Lh i n said zones and on adjacent. property should be prepared Lo accept sue h i n1 onvl•11 i (•111 ,• or disconrorm from normal, necessary farm operations. All. Lhat real propert..y situate in the County of Butte, State of California, dc•scl-HICd ;I,; EXHIBIT A / (D The land referred to herein is described as followst All that certain real property situate in the County of Butte, State of California, described as follows: Lot 218, as shown on that certain Map entitled, "Sierra Dal Oru rat.ates Unit No.33-which Map was recorded in the office of the Recorder of the County of Butte, State of California, on June 3, 1968 in Book 35 of Maps, at pages 27, 28 and 29. EXCEPTING AND RESERVING THEREFROM all of the valuable minerals beneath the surface of the said land with the right to mine and extract said minerals, it being agreed and understood that in all mining.operations the surface of said lands will be protected against damage and that all such mining shall be carried on from tunnels, shafts'or drifts having their orifices outside of the surface area of the above described realty, all as excepted and reserved in the Dead from Magalia Mining Company, a corporation, to E. D. Storts,et ux recorded'September 4, 1947 in Book 423 of Butte County official Records, at page 385. WITME by Joan Wen tel (Witness) PROPERTY OWNERS: STATE OF CALIFORNIA 1/ COMMONWEALTH LANDO SS. TITLE INSURANCE COMPANY ' C COUNTY OF Butte /1 On April 25, 1989 before me, Geri Quayle a Notary Public in and for said State, personally appeared Joan Wenzel personally (known to mel for proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within Insw- ment, as a Witness thereto, who being by me duly sworn, deposes and says: That sheresidesin Paradise andthat She was present and sew Lloyd E. Wesbster & Gloria Webster , personally known to her to be the some person S described in and whose nameS are subscribed to the within and annexed Instrument as Parti. e S thereto, execute and deliver the same, and they acknowledged to said affiant that the „ra■aaaaaaa■oaaa■■■■■sa■■■Lag iS y executed the same; and that said affiant subscribed ■ her name thereto as a Witness. GERI OUAYLE i WITNESS my hnd official e a NOTARY PUBLIC -CALIFORNIA / butte County ■ Signature �ZC.. ! >!(. c ■ MyCommisMonExpires Oct. 23. 1989 ■ ■a fNta■■to a n N a W, V W N 0 0a a a0■aVaNa� _. Form 32t4ICA 12921 IAS L _ ROPER ANI) .ASSOCIATES , I O ' `\ ;2$ 1.805 Tribute Road, Suite "A" , Sacramento, California 95815 00-100(916) 929-9267 L A T T E R ', O F T R A M S lei I T T A L A"_^ N: BOB KEITH TO: County of Butte Building Department DATE: 8-9-89 P; Briarwood & Del Oro Ponderosa Pines, CA Mnhile Hame Pad Our Job No. DD -254 We are sendi Dg you: Blue? i,nes Sets Semias Photos Xeroxs SDecificar ons EV! First Class Mail Pick—un Delivered to above �Exoress mailr ybound �Ot:er i5 7r.;2e LX Ccuies Date No. Des6rint* icn r 1 8/9/89 2 pages Field Density Tests (Plus transmittal) TheQe are transmitted: Fcr vour usey As re^uested 7--r review and cmm�. ent For acorcva:i For submittal Remarks_ Please call after reviewing material. Please call is tt1ere are any que=tions . If enclosures are not as noted, kindly notify us at once. Signed: CC: Alla; — IO— :9 THU 7 :4_i5 91 E.92'9CVt5 -. P. 0 August 9, 1989 Fiefs Backhoe P. 0. Box 308 Paradise, CA 95967 Subject: Field Density Tests Mobile Home Pad Corner sriarwood and Del Oro Ponderosa Pine, California Our Job Number: DD -254 Gentlemen: LAVER L. ROPER & ASSOCIATES, INC. C,W,MCNNICAL (ANSA (TAMS ■ kNG44ERiNG 1A"ATMO t 80.5 TRIBUTE ROAD. SUITE A SACRAMNTO. CA 95895 M40NE 916/929-9267 This report presents the results of field density tests performed on the aggregate bake placed on the building pad for the subject project. An ASTM D1557 Compaction Test was conducted on a sample of the aggregate base. The maximum dry density was 145.4. pounds per cubic foot, at an optimum moisture content of 5.9 percent. The results of the field density tests are presented next. FIELD DERSITY TEST RESULTS Test Dry Density 24oisture Relative Date No. lb.cu.ft. Content% Compaction Location Elev. ALIG--10-89 TNI► 7 :►_t4+1 r,92� 0935 P.01 Pad 7-2.1-89 1 136.7 5.3 94 NW corner +6" 2 142.3 5.2 98 Center +61' 3 138.9 5.7 96 SE corner +61' The fill placed on the building pad is retained by a 6 foot high retaining wall. The bottom of the fill consisted of 3/8 inch minus pea gravel. Approximately 6 inches of aggregate base was placed on top of the pea gravel. ALIG--10-89 TNI► 7 :►_t4+1 r,92� 0935 P.01 tress Backhoe -2- August 9, 1989 Based on the results of the tests and observations made, it is our opinion that the fill will support the foundation loads of the mobile home. Very truly yours, LAVER L. ROPER & ASSOCIATES, INC. Laver L. Roper, President LLR:11 cc: County of Butte Building Department Attention: Bob Keith (Fax to 1-538-7120) [ddlab\dd254fdt] AUG -10-8' 7HU i :C14 OWNER !N PERMIT # _ /hoc/ MH UTIL.CLEARAN DATE INSPECTO ELECTRIC GAS Support Struc. Compaction est Re . Service Other Pipe YES 0 YES NO Size Load Type Size Length � /60 6y �r "/ ,/ August 3, 1989 Hess Backhoe P. 0. Box 308 Paradise, CA 95967 LAVER L. ROPER & ASSOCIATES, INC. GEOTECHNICALCONSIATANTS • BJGWEERINGIABORATORIES 1805 TRIBUTE ROAD, SWE A S SACRAMENTO. CA 95815 -• 1 �% PHONE 916/929-9267 1 � Subject:. Field Density Tests Mobile Home Pad Corner Briarwood and Del Oro Ponderosa Pine, California Our Job Number: DD -254 Gentlemen: This report presents the results of field density tests performed on the aggregate base placed -on the building pad for the subject project. A%ASTM D1557 Compaction Test was conducted on a sample bf -the aggregate base. jT a maximum dry density was 145.4 pounds per cub_i.c__foot, a.t—an optimum moisture content of 5.9 percent. The results of the field density tests are presented next. FIELD DENSITY TEST RESULTS Test Dry Density Moisture Relative Date No. lb.cu.ft Content% Compaction Location Elev. Pad 7-21-89 1 136.7 5.3 94 NW corner +6" I 2 142.3 5.2 98 Center +6" 3 138.9 5.7 96 SE corner, +6" d I. We have employed accepted engineering and testing procedures. However, we do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. Very truly yours, �W'Y\ LAVER L. ROPER & ASSOCIATES, INC. Laver L. Roper, President LLR:ll [1:ddlab\dd254fdt] 1869-'89 1870- BE PERMIT NO. PERMIT EXPIRES OWNER T, DIDMEEBS—TER--1 CONTR. PMC ASSESSOR PARCEL 65-38-17 LOCATION 14753 Briarwood Dr, Magalia kk Temp. Power Palo Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) —az —8 Signature Signature = OK 0 = Not OK ' = Not Readyable MOBILE HOMES M MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DE S,COVERS,CARPORT RAGES Plans)OM: except #'s 1. Zoning Requirements-Setbacks-Easements 4 If.on-ing Requirements-Setbacks- asements 2. Soils; Special MH Support-Sketch "0%Z Footings; Soils-Size-Depth-Spacing-Connectors-Steel 3. Sewer; Location-Test-Fall-C/O-Concrete -T-Decks; Girders and/or Joists-Decking-Bracing-Stairs-Rails 4. Water; Location-Test-Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp-Concrete 6. Gas; Location-Test-Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns-Connections-Splice-Decal-Enclosures 6. Carports; Windows-Doors 7. Utility Clearance Elec. &,PMg; Sills-Anchors-Studs-Rftrs-Trusses i ing; Nailing-Veneer-Stucco-Mesh Card-131 Date Card-81 Date oof; Shthg-Roofing Card-131 Date Card-81 Date 11. Ext.; Steps-Doors-Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 0LA 1 j 4 1. Zoning Requirements-Setbacks-Easements Card-131 GG Date Card-B1 G G Date 19-(4 - 2. Footings; Size-Spacing-Marriage Line Card-131 Date Card-61 Date 9 -2,o.8: r 3. Gas; MH Test-Demand-Valve-Connector «._ q _ a _ r--c- 4S 4. Electricity; MH Test-Crossovers-Breakers-Clearances . Date POOLS (Plans) OK except #'s 5. Drain; MH Test-Fall-Flex Connector 1. Setbacks-Easements 6. Water; MH Test-Regulator-Connector 2. Soils; Compaction-Structure Stability 7. Water and Sewer Connected-C/O to Grade-HD Approval 3. Pool Structure; Steel-Connections-Thickness- Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch + 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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.-P�ol Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card-B1 Date Card-B1 Date Card-131 Date Card-131 Date 9. Health Department Approval 10. Plumb.; Cir. Test-Water Supply Test Card-131 Date Card-131 Date Card-131 Date Card-131 Date VK 0 = NotOK RESIDENTIAL (Sine and Duplex) - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s -Date FRAMING (Continued) 1. Zoning -Setbacks; -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 46. Cing. Joist-Rftr. Ties -Purl in -Roof Brac.-Truss-Shthng.-Rfng. 3. Fig., Garage; Soils -Steel-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4. Fig., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 52. Ext. Doors -One T -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -131 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -61 Date Date PLUMBING Permit OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 85. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -131 Date Card -81 Date 67. Stairs & Rails Card -B1 Date Card -B1 Date 68. Fireplace or Stove; Clearances -Hearth Date ELECTRICAL (Permit) OK except #'s 69. Elec. Outlets at Wood Panel; Int. & Ext. 22. Fixture & Transformer Clearance -Ins. Protection 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 71. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 72. Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 73. A.C. Duct in Garage -Damper 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 27. 2 Appliance Circuts in Kitchen &Conductor Size/G.F.I. 75. plb., Elec. &Mech. Equip. Listed for Location 28. Su Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. or Cu or AlA 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 80. Following instld.; Drive •❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 33. Smoke Detector 81. Stucco; Brown -Finish Card -131 Date Card -B1 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -B1 Date 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 84. Water Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation 86. Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade 87. Glass Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 88. Corrections from Previous Inpections 38. Attic Access & Platform if Furnace in Attic 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Card -131 Date Card -B1 Date 92. Roofing Certificate Card -B1 Date Card -B1 Date Card -131 Date Card -B1 Date Date FRAMING (Plans) OK except #'s Card -131 Date Card -131 Date 39. Sills, Proper Material & Anchors Card -131 Date Card -131 Date 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 41• Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit iob site) v COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS P IT NO. 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 O— .r� APP{LICAION AND PERMIT SSE550 PARC N BER — r—— ZONING BUILDING PE I W ER Dc TELEPHONE SQ. FT. OCC. BUIL NG VALUATICN ER� MAI ADORE ) /7 — ((////"fir//// t CONTRACTOR'S NAME PARADISE MODULAR NCEPTS TELEPHONE 877-8541 CONTRACTOR'S MAILING ADDRESS CON§AA TIO f PAR*DISEf • NKNOWN Fireplace Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 14753 BRIARWOOD BR. Permit fee $ Ctel ,71 PLUMBING PERMIT Filing Fee 10.00 MAGALlA, CA 94954 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME SDO 3 PARCEL MAP Water piping 5,00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ UtilitiesEl Instal% lattio�- Oth� Describe o�KJrwcs 'I\/ /f � Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR00V OR LESS10.00 ` L� CONTRACTORS LICENSE LAW I declare der penalty of perjury (check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profess' C d and my license is in 2 f;? and effect. License N Classification ❑as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L 100 AMP 2.50 NEW CONST. I DWELLING OCCUP.a ,h¢Sgft OR ADDNS. % ACC. BLDGS. ) NEW CONSTR U TI -OUTLET NON•RESID BRA C CIRC ITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. ) EX. OccU OUTLETS OR FIXTURES 200001 P DAL@30 FIXED APLNS. Ex. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The it is for $100.00 (valuation) or less. ave placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3,00 Ventilation permit Fee $ Contractor 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 o building construction, and hereby authorize representatives of the Countyot to enter upon the above-mentioned property for inspection purposes. I also ree to save, indemnify and keep harmless the County of But against all Iiabl 'ties, judgm nts, costs, and expenses which may in any y accrue against s Coun y i consequen of the granting of thi permit. Date 92 Signo re Applicant — ❑ Contractor ❑ Agent permit is required for excavations over 5'0" deep and demolition or construct- ion of str ctures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCU P, CONST.TYPEJ SCHOOL _ FLooD ARCEL — PD ND IS9U This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIR CTOR PUBLIC By PERMIT EXPIRES Date— the applicable: provi- resolutions to do fees have beer paid. WORKS Receipt o.�/'� �y WNITE-D.P.W., TELLOW-ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Z OWNER_ ,r•-..:^'rrir v .ri •w- .-rc.� .r;� �-' f��t+sr>,,.zr+?a4r'."icr+wry✓+�.1`^'j,...'7t`7"°iit"'1..J�r'.1i r.t+-,, .,,,,,, ter, ,a� " - COUNTY OF .BUTTE -;;;DEPARTMENT OF -PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVI ;`GAL•IFOfiNIA 95965 - TELEPHONE: 916/538-7541 I MII ERMIT APPLICATION DATA SHEET / Permit No. C7 �y" ► vMQc A. P. No. �-- A Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: tt , DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate. /triplicate, signed by preparer of plans. . 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . , + , , 9. 10. Letter of signature authorization. Sanitation approval from WAe�altlh Dept.. rid 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . - 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner0, Mail to owner ❑•) _15. Improvements may be required. . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . / • ` 17. Pre-Inspec. request to ([Date Pre -Inspection for Required. Building Inspector 18. Recorded copy -of Agricultural Acknowledgment Statement. 19 Driveway Permit 20. Plot plan approval from city of r 21. Engineered trusses in duplicate (required prior to plan check). 22. Whep4ou issue the r it process as follows :+•- to owner, ail to contractor. Telephone �� / and hold �or Dick at w�effice, eliver w/inspector. Other 7 Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: } Contractor, designer, owner, was advised of above required data by_phone---nall—counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Date Plans approved by Date `S Sets of plans on hold in File cabinet AP folder Copy—DPW COUNTY OF BUTTE - PARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico— Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE wIrLV.,C, Iz2 (37v-85 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector_ Zl-'S 1.--..� Date 7-10-89 COUNTY OF BUTTE a DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-75,41 747 Elliott Road; Paradise— Phone: 872-6307 CORRECTION NOTICE _ W�1-�,S73(Z X870-89 OWNER PERMIT N0. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. RK 9,o J q�,R L (\ I,I S �\ T TO V, S 1117- Inspector 1iZ Inspector /Jrl.� Date_ zz-B� S T R U C T U R A L C A L C U L A T I O N S F 0 R 1 CANTILEVER RETAINING WALLS PARADISE MODULAR CONCEPTS 6633 SKYWAY PARADISE, CA 95969 CALCULATIONS ARE IN COMPLIANCE WITH THE 1985 EDITION OF THE UBC SIGNED zw�ef DATE FRANK L. TYUKOS, RCE 32434 F L T ENGINEERING 5790 CLARK ROAD PARADISE,, CA 95969 (916) 872=0254 SUBJECT: CONC. CANTILEVER RETAINING WALL BY: FLT DATE: 6/89 JOB NO.: 9309-2 PROJECT: PARADISE MODULAR CONCEPTS 6633 SKYWAY, PARADISE, CA 95969 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 4 DESIGN_CRlTERIA� STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVER RETAINING WALL FOUNDATIONS. ` CODE 1985 UBC SUPERIMPOSED LOADS: � MIN. DL = .010 x (8+3)` MAX. LL = .020 x 12 +.010 x (12-3) +.050 x 10 +.010 x 8 = .91 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDING 6L+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF SNOW+ ADD'L LIGHT ROOF DL + FLOOR (DL+LL) . ADD'L WALL DL CALC'S PROVIDED FOR: 0, 6'—& HIGH WALL — SHEETS 2 & 3 CONSTRUCTION DETAIL — SHEET 4 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH*— f'c = 2000 PSI @ 28 DAYS, ' REINFORCING — ASTM A615, GRADE 40. ALLOWABLE SOIL BEARING. PRESSURE — 1500-PSF, ALLOWABLE LATERAL BRG. PRESSURE— 200 PSF, ^ , ` FLT ENGINEERING PROJECT : PARADISE MODULAR CONCEPTS 5790 CLARK ROAD JOB NO. : 9309-2 PARADISE, CA DATE : 6/1989 (916) 872-0254 CALCIS BY : FLT SHEET 21 OF y SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ------------- ALL ___________ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): M.H. FTGS. @ 30" 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP)- - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ---------------- 0 ............................... 0.317 3.69 #5 @ 11.7 MIN. VERTICAL REINF. - .15 % (IN -1). ' MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - - HORIZONTAL: 0+ @ 13 | COMBINED STRESSES @ WALL: | . HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL.- BOTTOM2 (INCHES): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. _________________ (IN^2) 'dl(IN) SIZE & SPA (IN) 0.083 _____________________�_____ 3.75 #4 @ 28.9 DESIGN REINF. -VERTICALt #4 24 ' .11 .91 6.5 6 6 1.46 0.74 1.72 0.108 0.180 0.87 < 1.0 4 4.5 6.00 0.30 0.46 � . . ., ` , PROJECT JOB NO. DATE : PARADISE MODULAR CONCEPTS : 9309-2 : 6/1989 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO MIN: - MAX: ` ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 - TOE (INCHES): 30 FOOTING KEY - DEPTH & WIDTH (INCHES): 10 - BACK TO BACK OF WALL (INCHES): 6 TOTAL WIDTH OF FOOTING (INCHES): 42 OVERTURNING FORCE i Fo (KIP): 0.96 OVERTURNING MOMENT - Mo (FT -KIP): 2.56 TOTAL RESISTING WEIGHT - W (KIP): 1.89 RESISTING MOMENT - Mr (FT -KIP): 4.90 OVERTURNING RATIO - SF 1.91 NET MOMENT - Mn (FT -KIP): 2.34 ECCENTRICITY - e (FEET): 0.51 ECCENTRIC MOMENT - Me (FT -KIP): 0.97 FOOTING AREA - Af (FT^2): 3.50 SECTION MODULUS — S (FT^3): 2.04 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA. (916) 872-0254 SOIL PRESSURES - DL ONLY - SPt (PSF): 1013.55 < 1500 - SPh (PSF): 65.12 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 827.84 < 1500 7 SPh' (PSF): 770.83 > 0. SLIDING RESISTANCE - Fr (KIP): 1.33 > 0.96 - FOOTLNG - TOE.- EARTH OE:EARTH PRESSURE @ TOE - Fv (KIP): 1.69 MAX. MOMENT @ TOE - Mt (FT -KIP): 2.41 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.193 8.69 #5 @ 19.2 DESIGN TOE R | y G/ b 8� SUBJECT._CTILE�L� CD�ICR�T� SHEET NO..-----. OF. ----- BY.- ----------------- DATE ' -------- -t-' ------------------------ p CHKD. BY •---•----- DATE -------------- ---R�,4/.vING W4611- /O/e JOB NO ............................... ----------- --- ��E,�,4p/S� /fo1701, ,e CO.C/C6ta72Sc,4. ,c/OTE #�, p�Of�/DE P�i� OR,4 TSD Die 411,1 PiRe To RAYL/Gfi'T /// 2 CU. FT. PFR LX1 )=T. O/- 9,e4111 OPT/b1S/ff � C011ST AB DYE ,4S OCCURS • � �B�FC��/GL TY. v6;e7-, STP (mss v/r- ,l z- s NOT Us'& -Z>) CO/IC.. SLAB M/ Q�OFESS/ONq \l NO. 43 ^� • J� cm G�P,4I>E NOTES qlF OF CA��F�� A /J� 1901"/6-6s OJ-9/TED I 3 xzDo L ws- 6 Sh',4GL. 4C36 Pi�DY/1�E'l� /O x /O CONT KEY:, , ,3..SFE si5/F�T ! f0 O/I/T KAY � Go�lC. SCAB /S- P1Poyr�EO D,'S/C,// Cr2/TEAZ'/,4. t , ��T.47/V/!V-G_ A1ALL DATA/L `` y F7-7, P -6r 11 A setback Of 5 ft. from the ' ,d a setback ,,,,porty limos E rl Of centerline structures or equpmen, excePi tot L A97 d /0 : 4 {. y if S¢ In CIO n CV•,✓ ®X � , O , 0p•: � �; rm !!771 _ of � t vT. rC l.,�r m • _.''� f� � y� • i' C i3 Li y a CL- {. y cr S¢ CIO n CV•,✓ ®X 1 , O , "✓ +CD. � �; a ►sem ; q►� u. _ of � t vT. rC l.,�r � 'i ti� � �• .. • {. y cr S¢ O , "✓ +CD. _ of � t vT. rC l.,�r � 'i ti� � �• .. • I �. •��f1ld T E 33� � , ni rfi- O r a n . � 6 L � k.� xZ r III L t rfi- O r a n . � 6 L � k.� xZ r III . e 36 cn � tfih lop rail {O b rails - rmed'ate Vp R q i l N4 �Y P ince Q �C�• l 0,4 .21 X. " RE.owov,o 7_ oP RAr� z z ui v o ja HoR T. 2 X Z' MIFF. woo o V,EQ 7" 1774X. r E &I --4.t1 SPA 5. to," s I Y a0n� IA H F a A 5r v, ("RAI \ ash N �k � a \ a0n� IA H F a A 1 It 5r v, ("RAI ash 1 It i I c o BUTTE C®UN 1 �. 4UILDtNG ®EPARTME r 4PPRC?VF _4 _... NOTE: � s the atteched lilrennents Pages �sX A -o HL 'ELECTRICAL, MECHANICAL, AND PLUJ RNNG _ CONSTRUCTION ( NOT PLAN CHECKED � LI SHALL COMPLY WITH CURRENT Et ITIS NF—C, UMC AND UPC. ;?�P m� 7 � _ BUTTE COUN 1 UILDING ®EPARTM z.,' P R O V ` A , 9 r ' Y