Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
062-700-010
�S 062-70-0-010 98-1124P,E(MH) SHARES, Kent 78 Pkne Tree Lane, Berry Creek (util, MH) replace exist D & D M ELEC Q f?h� 11-71gV GAS - 3�*'-�5 SUPP T STR Q CO ACTION TEST 062-100-010 #98-1667 SHORES, RICHARD 78 PINE TREE LN. BERRY CREEK OWNER ELE SERVICE G//f1f¢G !D -3� -Qg 062-70-0-010 98-1124MHI SHORES, Kent 78 Pine Tree Lan Ber DM&ID9MH1124) 7� y geek 062-700-010 a #98-25542 SHORES, RICHARD 78 PINE TREE LN. BERRY CREI TOM SULLIVAN COVERED DECK 062-700-010 PARODI,GREGG ;EX E TREE RRY CREEK O RESTER ERM FND EX SITE 5 � , 062-700-010 05-1531 B07-2272 062-700-010 PARODI MISCELLANEOUS Private Garage/Shop 78 PINE TREE LN, BERRY CREEK DETACHED GARAGE (864) Cont: OWNER 78 PINE TREE LN NEW GARAGE EXpipea PARODI, GREGG 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 PROJECT INFORMATION Site Address: 78 PINE TREE LN Owner: Permit No: B07-2272 APN: 062-700-010 PARODI, GREGG Issued Date: 01/14/2008 By KEJ Permit type: MISCELLANEOUS 15 ACACIA LN Subtype: Private Garage/Shop REDWOOD CITY, CA 94062 Expiration Date: 01/13/2009 Description: DETACHED GARAGE (864) (650) 704-1104 Occupancy: Zoning: U Contractor Applicant: Square Footage: PARODI, GREGG Building Garage Remdl/Addn 15 ACACIA LN 864 REDWOOD CITY, CA 94062 Other Porch/Patio Total (650)704-1104 864 FEE INFORMATION DBEH Building Review Fee $75.70 DBF Garage -Wood Frame Plan Che $233.56 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage/Shop/Strge Wood F $350.34 DBOMSCF Fire Safe Standards Re $115.98 Total Charged: $1,085.75 Fees Paid: $1,085.75 DBSMIP Residential $2.07 Balance Due: $0.00 Receipt No: B6069 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that 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 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in full force and effect. 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 X 01/14/2008 the applicant to a civil penalty of not more than five hundred dollars ($500]; Please check one of the following: Contractors Signature Date 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 WORKERS' COMPENSATION DECLARATION FFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED ❑I as required by CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractorss Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and contr s for the projects with a contractors) licensed pursuant to the 'e Contract is Lnse Law. . Carrier. Policy Number: Exp. Date: (This section need not a completed if the permit s or or on'dreddoollars ($100) or ess. i 11I AMUEMuder Se ' n B. & P.C. for this reason: RFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS I CERTIFfnmpl ISSUED,ny person in any manner so as to become subject to the Workers' Compensmia, and agree that if I should become subject to the workers' X 01/14/2008 compens n 3704of the Labor Code, I shall forthwith comply with thoseprovision Owne na r Date X 01/14/2008 I hereby certi that I h ad is appli and state that the above information is correct. I agree to comply with all City and County noes, rules, regulations, and State laws relating to building Signature Date WARNING: FAIL E TO E W KERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, a and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, ' officer gents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMP ER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE inju i in deal and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the i ance this acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use ocou y ny ewalk, str or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. Co toe t eabove m tioned pro rty for inspection purposes. I hereby ce ify that I am the e o am authori o act on he property owners b elf. J1/2008 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for o P [SIG P t Date the performance of the work for which this permit is issued. (3097 civ. code) ' wner Co actor OR. AAgent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name k Q0D1` �Y First Name Mailing Address GSL 74 A/ City L7100 000 C/7'7' eC4— Zip I vdPhone oo.ZO,/_/�O `1 EFa E-mail CONTRACTOR Name W Address City State Zip Phone Fax E-mail Zip Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail I / ) AFIPLICANT SIGNATURE I X PERMIT NO. J BIN # PROJECT LOCATION AP# 00-100 - V 10 Property Address P� L City 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 Address DESCRIPTION OR SCOPE OF WORK: G a� Sq FT- Living Garage, Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning ` Flood Zone SRA I yes No Occ. T e onst. BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-2272 Job Address: 78 PINE TREE LN Contractor: Printed: 11/05/2007 9:50 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 11/05/2007 $75.70 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $102.70 0100-450001-4617240-1010 $102.70 11/05/2007 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 11/05/2007 $102.70 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-1010 $350.34 DBF Garage -Wood Frame Plan Che 0010-440001-4210500-1010 $233.56 11/05/2007 $233.56 DBSMIP Residential 1001-0-280-1011298 $2.07 Printed By: Kourtni Graham 19085.75 $514.66 Balance Due: $571.09 At the time 10- er it appl'c tion, I was advised the above fees are required prior to issuance of the permit. Thee ee may c ge during the plan checking process. Signature: Date: 11/05/2007 Pursuant to Government code Secfion 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hqp://municil2alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-2272 Location: 78 PINE TREE LN Parcel Number: 062-700-010 Date: 11/05/2007 Owner Name: PARODI, GREGG Phone: (650) 704-1104 DETACHED G Signature of Applicant: FILE Date: 11/05/2007 Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds A1C National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-2272 Location: 78 PINE TREE LN Parcel Number: 062-700-010 Owner Name: PARODI, GREGG Description: DETACHED GARAGE (864) Date: 11/05/2007 By: KCG Sub Type: Private Garaze/Shop Phone: (650) 704-1104 By signing below, I the project owner/owners' 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. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality 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 this project that disturbes one acre or more of land may result in r"ocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 11/05/2007 California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau Reference Number: B07-2272 Location: 78 PINE TREE LN Parcel Number: 062-700-010 Owner Name: PARODI, GREGG Description: DETACHED GARAGE (864) 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Date: 11/05/2007 By: KCG Sub Type: Private Garage/Shop Phone: (650) 704-1104 To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. 110, I have read and understand the above pre -inspection re( 11/05/2007 Date All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http:Hbuttefire.org/Fireprevention/protplan/i)rotplan.html Rev'd 5/7/07 FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. ° There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building pen -nit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY P N TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (YF OR NO) 2. I VE VE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: ADDRESS, PHONE CITY CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: DETACHED GARAGE (864) Reference Number: B07-227 Applicant Name: PAROD Owner's Name: PARODI Signature of Property Owner: AP # : 062-700-010 Date: % l' o � `07 miff JOB: ® LOCATION: Buie Co. MiTeke TRUSS ENGINEERING MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 Phone:(916)676-1900 Fax:(916)676-1909 el),;?2 72- BUTTE 2BU` TE COUNT BUILDING DIVISION APPROVED i��;3�a 0 Parodi I 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax; (530) 534-5269 ► LUMBER ► HARDWARE ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES ► PRE FRAMED WALLS WARNING: DO NOT'CUT OR ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUNI TRUSSES REQUIRE EXTREME CARE IN HANDLING s,•a^.` ?a� k 'iia: a�*.a'✓_ sii- '4�,f;id' y' Y tiSK�,_,crd This Image was created with �f TIMBER PRODUCTS INSPECTION 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone:(360)449-3840 Fax:(360)449-3953 Jai - 5 �/-9 — r� j EL MiTek BUTTE COUNTY " BUILDING APPROVED TRUSS SCHEDULE Tails ,1WO aL Project: PARODI County: BUTTE .•Q� ,�^„.y: KPI'Oumb Contractor: Endeavor Homes Date: April 2a, 2 ,� 0 hoof:Plan: S oDrawn By: Mw Tail Cut m I CM C M < cz O'cr, Z 0 w a ad[ 0 MiTekO MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: Parodi Fax 916/676-1909 00 hthe The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my dire(5f.s Iservisic based on the parameters provided by Endeavor Homes. C Pages or sheets covered by this seal: R16417453 thru R16417454 My license renewal date for the state of California is September 30, 2006. 0 May 9,2005 Yu, Ray The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Job Truss Truss Type Oty Ply 00 (loc) I/deft L/d PLATES GRIP TCLL 55.0 (Roof Snow 55.0) R16417453 PARODI A ROOF TRUSS 17 1 >999 360 MT20 220/195 0.0 10.0 Lumber Increase 1.15 Job Reference (optional) cnae 0 it B34 7.58 6.34 7f1 5 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 55.0 (Roof Snow 55.0) Plates Increase 1.15 TC 1.00 Vert(LL) -0.25 8-9 >999 360 MT20 220/195 0.0 10.0 Lumber Increase 1.15 BC 0.65 Vert(TL) -0.36 8-9 >787 180 BCLDL Rep Stress'lncr YES WB 0.50 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight 941b LUMBER TOP CHORD 2 X 4 OF N0.18Btr BOT CHORD 2 X 4 OF No.1&BV WEBS 2 X 4 DF Std BRACING TOP CHORD Sheathed or 2-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 2=2055/05.8, 6=2055/0-5-8 Max Horz2=12(load case 5) Max Uplift2=-32(load case 5), 6=-32(load case 6) Max Grav2=2243(load case 2), 6=2243(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/147, 2-3=-4072/0, 3-4=-3512/0, 45=-3512/0, 55=-4072/0, 6-7=0/147 BOT CHORD 2-9=0/3721.8-9=0/2573,6-8=0/3721 WEBS 3-9=-937/67, 4-9=0/1129, 4-8=0/1129, 5-8=-937/67 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase is 1.33, and the plate grip Increase is 1.33 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - LOAD CASE(S) Standard -C-12 ko AGp LUCP59a Y Zj 03 j .j ®. 'E Ssj ONG X49919 May 9,2005 ® WARNIM - VerW dtslan parameters and READ N07W ON 77M AND INCWDED AQ7E8' RE IRNM FAGS MU -7473 DB"RS VSE, 7771 Greenback Lane Design valid for use only with Weir connectors. This design is based only upon parameters shown, and is for an individual building component. Sults 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Clous HeigMa, CA, 9561 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ``'' fabrication, quality control storage, delivery, erection and bracing, consult ANSI/1PI1 Quafly Cdtoda, DS&89 and BC511 Building Component 6� � Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. „l1 Job Truss Truss Type City Ply 00 I/deft Ud PLATES GRIP (Roof Snow --55.0) Plates Increase 1.15 R16417454 PARODI AGE ROOFTRUSS 2 1 MT20 220/195 DL 10.0 Lumber Increase 1.15 BC 0.38 Vert(TL) -0.01 Job Reference (optional) Endeavor Homes, Oroville, CA 95965 6.100 s Sep 17 2004 MiTek Industries, Inc. Fri May 06 13:24:19 2005 Page 1 a 24.0-0 l _ 26.6:0- 2-0-0 12-M 12-" = 1:45.4 24-M LOADING (psf) TCLL 55.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP (Roof Snow --55.0) Plates Increase 1.15 TC 0.93 Vert(LL) 0.00 21 n/r 120 MT20 220/195 DL 10.0 Lumber Increase 1.15 BC 0.38 Vert(TL) -0.01 21 n/r 90 BCL0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 20 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight 124 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr BOT CHORD 2 X 4 OF No.18Btr WEBS 2X4OFStd OTHERS 2 X 4 DF Std G BRACING TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (Ib/size) 2=557/24-0-0, 31=151/24-0-0, 30=151/24-", 38=192/24-0-0, 37=218/24-", 36=195/24-0-0, 35=202/24-0-0, 34=200/24-", 33=204/24-", 32=142/24-", 29=142/24-", 28=204/24-0-0, 27=200/24-0-0, 26=202/24-0-0, 24=195/24-0-0, 20=557/24-", 23=218/24-0-0, 22=192/24-" Max Horz2=12(load case 5) Max Uplift2=-75(load case 5), 37=-25(load case 5), 35=-3(load case 5), 34=-1 (load case 5), 33=-2(load case 5), 28=-3(load case 6), 27=-1 (load case 6), 26=-3(load case 6), 20=-77(load case 6), 23=-25(load case 6) Max Grav2=917(load case 2), 31=152(load case 2), 30=152(load case 3), 38=192(load case 1), 37=326(load case 2), 36=214(load case 2), 35=242(load case 2), 34=235(load case 2), 33=244(load case 2), 32=172(load case 2), 29=172(load case 3), 28=244(load case 3), 27=235(load case 3), 26=242(load case 3), 24=214(load case 3), 20=917(load case 3), 23=326(load case 3), 22=192(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/146, 2-3=-107/31, 3-4=-39/33,4-5=-40/31, 5-6=-38/40,6-7=-39/49,7-8=-39/58.8-9=40/68,9-10=-23173, 10-11=-90/25, 11-12=-90/24, 12-13=-23/72, 13-14=-40/66, 14-15=-39/56, 15-16=-39/45, 16-17=-38/34, 17-18=-40/27, 18-19=-39/33,19-20=-107/31,20-21=0/146 BOT CHORD 2-38=0/39, 37-38=0/39, 36-37=0/39, 35-36=0/39, 34-35=0/39, 33-34=0/39, 32-33=0/39, 31-32=0/39, 30-31=0/39, 29-30=0/39 28-29=0/39, 27-28=0/39, 26-27=0/39, 25-26=0/39, 24-25=0/39, 23-24=0/39, 22-23=0/39, 20-22=0/39 WEBS 31-39=-129/0,10-39=-129/0,30-40=-129/0,1240=-129/0, 3-38=-217/6, 4-37=-228/24, 5-36=-206/16,6-35=-211/18, 7-34=-210/17, 8-33=-215/19,9-32=-156/10, 13-29=-156/10, 14-28=-215/19, 15-27=-210/17, 16-26=-211/18, 17-24=-206, 18-23=-228/24,19-22=-217/6,10-12=0/54, 3940=0/0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead I and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gat End Detail" 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. %4h8 d5Zk4 MT20 unless otherwise indicated. w AD May 9,2005 A WARNDYO - I eAN dasWn Pararrwt0 and READ N079B ON TM19 AND DIZLUDED MrMIE RSFERENCE PADS MV -7473 BE ORE US& 7777 Greenback Lane Design valid for use on with MTek connectors. This design is based on u suite 109 N e M Pon parameters shown, and b for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 9561 B for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and BCSII Building Component ��/, Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. �! Q Job Truss Truss Type Qty Ply 00 R16411'7454 PARODI AGE ROOFTRUSS 2 1 Job Reference (optional) NOTES 6) Gable requires continuous bottom chord bearing. f 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard t b.100 S Sep 17 2004 MiTek Inoustnes, Inc. Fn May O6 13:24:19 2005 Page 2 , A - ® WARAZNG - Yar j/y deargn parameters and REdD NOTES ON IMS AND DYCLUDED ffi7E8 RZFERENCE PAGE AM -7473 BEFORE U9& 7777 Greenback Lane Design valid for use on with MTek connectors. This design a based on u Suite 109 N 9 N Pon Parameters shown, building for an individual building component. Cibus Ne hts Applicability of design paramenters and proper incorporation of component isresponsibility of building designer- not less designer. Bracing shown i8 CA' 9561 is for lateral support of indMdual,web members only. Additional temporary bracing to insure stability during construction is the responsibilGty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding IR� fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1%1 Quality Criteria, DSB-89 and BCS11 Butiding Component Safety Information available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 'Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4 8 dimensions shown in ft -in -sixteenths Damage or Personal Injury 9 ry Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and securely seat. diagonal or X -bracing, is always required. See BCSII . 0 t/tQ, 2. Never exceed the design loading shown and never 1 2 3 TOP CHORDS CI -2 c2a 4 stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and o WEBS �a, all other interested parties. �' For 4 x 2 orientation, locate U ��' p U = 4. Cut members to bear tightly against each other. plates 0-1a6' from outside ,b a " a 5. Place plates on each face of truss at each edge of truss. O joint and embed fully. Knots and wane at joint c7.8 C6-7 cs-b 0 locations are regulated by ANSI/TPI I I. BOTTOM CHORDS *This symbol indicates the required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII . ' Plate location details available In MITek 20/20 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. soffware or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for PLATE SIZE THE LEFT• use with fire retardant or preservative treated lumber. The first dimension is the width 4 4 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to x perpendicular to slots. Second dimension is the length parallel camber for dead load deflection. to slots. 10. Plate type, size, orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that by text in the bracing section of the output. Use T, I or Eliminator bracing %� specified. if indicated. ICBG :4,19 2, 54�63, 3907 12. Top chords must be sheathed or purlins provided at BEARING SBCCI 9667/L9/7%30 96049,9511,,9432A "; " "�,� spacing shown on design. � ' „` m, Y , 13. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, Indicates location where bearings -�� -, _ ; F a � ��,.. :r > >�; , unless otherwise noted. (supports) occur. Icons vary butr reaction section indicates joint %'._ •,: r 14. Connections not shown are the responsibility of others. ® number where bearings occur. 15. Do not cut or alter truss member or plate without prior �^ approval of a professional engineer. Industry Standards: ANSI/TPI1: National Design ® ��� 16. Install and load vertically unless indicated otherwise. Specification for Metal _ � Plate Connected Wood Truss Construction. j S 1 1 DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, � LLis�l►] �LJ3L.lf.�bi ��j " Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MtTek Engineering Reference Sheet. MII-7473 m 2Q� ITe 1 STANDARD GABLE END DETAIL PAGES1 OFX2 *DIAGONAL OR L -BRACING 3/20/00 oocoo Tn Twm c oc� n�n� n� �rwT� nr.�r. VARIES TO COM.F-12 TRUSS 2X4 NO.2 OR BTR. DF -L 4x4 =� 1X4 OR 2X3 (TYP) On1--n 1 nuva.7 3 1/2� f �1 1/2" (BY OTHERS i / �►y NOTCH AT '24"O.C.(MIN. TOP CHORD NOTCH DETAIL CQNT. BR I me SPAN TO MATCH COMMONR 10-I VERTICAL STUD ix TYPICAL 2x4 L -BRACE NAILED IX TO 20 VERTICALS W/8d NAILS SPACED AT 8" O.C. LOADINgps1 TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC97/ANS195 TOP CHORD 2 X 4 DFL/SPF/HF - No.2 BOT CHORD 2 X 4 DFL/SPF/HF - STUD/STD OTHERS 2 X 4 DFUSPF/HF - STUD/STD K-WiTA� 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW 33xx5 END WALL .a DI 24" O.C. TYP _ NG LA -f RAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-�011 - — 11 — r—v 3 — OVER 8'-6" 4 - 16d MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 -LATERAL BRACES WITH L - BRACE 12 INCH O.C. 6-0-0 12-0-0 8-0-0 9-2-0 6 INCH O.C. 24 INCH O.C. 4-4-0 $-8- _12m0-0 _ _ 6-6-0 NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 80 MPH WIND, EXP. B, HEIGHT 25 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-8". TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 5" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. APR °`�° 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. 91koFESSIO Continued on page 2 `�,�Q0 ; thij, �o STANDARD GABLE END DETAIL PAGE S2GOFX2 e. 4/26/00 r 4- 10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2-10d (TYP) IF SIMPSON A34 — OR EQUIVALENT LEDG GABLE EN + 45" 2X4 BLOCK 2X4 STJD OR BTR SPACED @ 5'-0" O.C. SHALL E PROVIDED AT EACH END OF BRACE. CONNECT AT END WITH W/ 4- 1 Od NAILS. MAX. LENGTH = 7'-0" STANDARD TRUSSES SPACED @ 24" O.C. NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2 2X4 LEDGER NAILED TO EACH STUD WITH 4- 10d NAILS. 3;2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2-10d TOENAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6" 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = T-0" BPR 1 3 2004 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. )&7&�s4r7l�i. NT RVI BUTTE COUNTY Last Name 4m DEPARTMENT OF DEVELOPME CES BUILDING PERMIT APPLICATION City �� CeEt�l AND SUBMITTAL REQUIREMENTS Zip 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 E-mail A/ A A FEE WILL BE REQUIRED AT TIME OFAPP ATION Website: www.buttec unty.ne ds E mail **PLEASE PRINT LE RLY** Lic. # Class Planner OWNER Last Name 4m First Name 6 1006 Address .7 �). - f),Aj Address City �� CeEt�l State Zip PhoneD Fax a E-mail A/ A kN ARCHITECTIENGINEER CONTRACTOR go Name City g e,eM4 Address zip 9S9Ilo City Zip g� 1 State Zip Phone Typb Const. Fax E mail Map Book Lic. # Class kN ARCHITECTIENGINEER Name p -r Address `6q /302 c v 6 CZ City g e,eM4 State e A- zip 9S9Ilo PhoneFax X30-�?O -534 Zip g� 1 E-mail State License Number APPLICANT NAME Name /_cl— R 40� Address 7 r2lN I Flood Zone City,2f Cle State Zip g� 1 Phone( -5 I/O ' Fax NP - E -mail N14 Typb Const. /11 PLIC SIGNATURE X For office use only: LAPN# Oi� 70OdIO Zoning I U I Flood Zone I I SRA Yes No Occ. Name A111- //4'Address Typb Const. Subdivision Name Map Book Page 7T Planner Date Approved: PERMIT NO. BP ©}�� BIN # Q LOCATION LAPN# Oi� 70OdIO perty Address City Cross StreetU)L WORKER'S COMPENSATION Policy Number klA- 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 A111- //4'Address Address Description or Scope of Wdrk: SgaFootage %O $ ❑Structure Built without Permits ❑ Rtoposed Change of Occupancy (N pre\us use): OVER FOR SUBMITTAL REQUIREMENTS L, KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 EXPIRATIOOF'APPLICATION Applications for hi&ka permit has not been issued will expire one year after the date f application. In order to renew action on an application after expi tion�new application, plans and fee will be required. REQUEST FOR REFU S Refunds can only be made on w�itten request by the person who paid the fee. The request must a made prior to the expiration of the permit and no construction wor has\been done. Filing fees, plan check fees for work plan checked nd oAhe department costs are not refundable. Received by: Amount: tAl Receipt`� #: 14 IV Date:r K SRA Sheriff SMIP Other Total REV 2-24-05 C, �) . I S 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 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. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) 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,bi 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). 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). r_110. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit 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 Refunds 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 KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING D/VISI0IIP 7 County Center Drive, Oroville, CA ' 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Ov Z. 700, 610 Proposed Building Use: L/ Permit Technician: 60 Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. \ f fJ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. �j fin/ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. \0 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. n/ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 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) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fid plans, all in duplicate. ❑ 9. Metal bidgs: (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. Letter of intent for non-residential` buildirigs� ❑ 12. Hazardous Material Form I VJ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other \ Remaming9,items needed to issue the permit. (May require additional plan review upon receipt of the following items.) . �1 (15�Sahitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 6. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... p 19. Erosion Control Plan Required........................................................................ Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ ity of Chico Plumbing permit............................................................. * 22. Site plan and business license approval from the City o.Biggs............... . tai �j 23. California Department of Forestr Ian approval .[;?Paid. Serf! �� zN P P PP� ��� IWO 23-05 24. Planning approval for (A) Use: (B)Parking:(C) Parcel Check:.v ....� 2Cl �� 5 ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ Ir! 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... O 29. Worker's Compensation Carrier and Policy Number .......................................... f 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits ....................:......... ........ ................... ❑ 34. Deed Restriction..........................................................::.............................. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued 52�-70 (/- - //U Vand hold for pickup. I have been i forin ed of the ove items and requirements for obtaining a building permit. Applicant: - Date: C�.-- J� 05.,- 1. Index permit application fort above items numbered: Plan Check Letter 2. Additional items reaul Contractor, designe , wnE,,r,4a4 advised of the above data by phone, ❑ mail, ❑ counter, by im Date: ro Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Z Plans approved by: Date: Structural reviewed by: Date:- Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.Duttecounty.net/ous —7t/)0-0/U OWNER PROPROSW BUILDING USE 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ y2�gz 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.)... Sq.Ftg. X $0.03 = $ 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ E - MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per. dwelling) Zoning _ 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $ 04.98 (paid at Building Division) _ . WATER TENDER FEES BATTALION # $200.00 (paid at Building Div!* fon) 8. SMIP 9. OTHER 10. OTHER 11. OTHER At time of permit applicatio was may be changed durin a plan the APPLICANT ,l\ A.P. # O � 2 DATE U �: —6 RECEIPT # DATE REC. 1 above fees are required to be paid prior to issuance of the permit. These fees DATE CO _/3X05_ Pursuant to Government Code Section 66 0, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) RUM } �'i:t ` ii,� 5Y � � •a .fi '.. � t:' .y c ' ' 15: _ .-- x �. �"f'N+ i i..•�.-��. Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building per -dt will be issued until this verification is received. I personally plan to provide the ajor labor and material for construction of this proposed property improvement: 'YES 1_4 NO [ ]. �2. I HAVE HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: ' PROPERTY OWNER �— DATE: (s. — / 3 O NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd ] ] /412004 Butte County Department ofDevelopment Services ADMINISTRATION ° BUILDING' GIS t PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538.2140 Facsimile i:i$•,Di'.'�.w dam. 1'2`�.u.''sa'„ •n T^i,•Vf42. a5�." 1.;�r�:.e�z�.;.•.yy,,,, 7. €�. Y v[ t -,.3�.:...--s�r.,,.a.��:..��19+��V Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits'for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. 9mic 'mly, el C.Vieir C.B.O.ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Butte County Department ofDevelopmentSerVICeS o�%)Tr�o 7 County Center Drive o �,: a Oroville, CA 95965 0 o (530) 538-7601 Telephone (530) 538-7785 Facsimile NRY N BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: 0 1 need to submit applications for septic and/or well to Butte County Environmental Health immediately. • 1 am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. 0 1 am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence.to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: G�C'C'6'/'�_�0 APN: 060'�— ?0 0-0/0 /0 Building site address: I(,/ &' 44 Permit No.: `/ 2b � I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the ab referenced building permit application and my signature below: SIGNATUP,l OF APPLICANT DATE 4 Copy to Applicant/EH/File KFonTs/BldgPermitwithoutClearances 020705 Butte County Department of Development Services www.buttecou ntv.netldds 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING June 1, 2005 Torja. Saunders TO INSPECTOR ON.6�i �TOVERt1YT0PON 6459 Marin Ct. RESOLVED 1 ►8Y S Magalia, CA 95954 , b RErMU670 RE: Formal Warning Notice Building Code Violation Location: 6459 Marin Ct., Magalia CA 95954 APN: 066-150-012 Dear Torja Saunders: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated April 14, 2005 notifying you that you. are in violation �3 of the BCC, and 1998 California Building Code (CBC), at the above -referenced location. As of this date, the following violations still exist: ; 2�9 Failure to obtain the required permits, inspections and approvals from this office for the construction of a shed in the property set -back. 1. Section 106.1 Permits Required 2. Section 108.1 Inspections Required 3. Section 108.4 Inspection Approval Required Before Use or Occupancy 4. Section 3405 Change in Use Requires Conformance to Code The above violati-6ns(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. PF f Butte County Departm of Development Services www. buttecou nty.netldds 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING June 1, 2005 r 0, Charles G. and Judy E. Allen �(� �I� 1 i l 1475 18" St. 2 `1 // OTOville, CA 95965 IVY Y C - a G( S 7" dcGt P�lGw TO �!p ��QG �G� 0 MH r $4 ,4,d RE: Formal Warning Notice Building Code Violation TO INSPECTOR ON _411 0X -TO VERITY RESOLUTION Location: 1475 18'' St., Oroville, CA 95 0LVED L12CBY AP #: 030-120-054 '9 - Deck -AA 40.'L e2 .10 "Pt3r c�, Dear Charles G. and Judy E. Allen: ,� Jc C, ► r d CA, eGl b ., D 0 -4 &k - This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated March 25 2005, notifying you that you are in violation!of the BCC, and 1998 California Building Code (CBC), at the above -referenced location. As of this date, the following violations still exist: Failure to obtain the required permits, inspections and approvals from this office for the construction of an arbor and covered deck. (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy (d) Section 3405 Change in Use Requires Conformance to Code The above violations(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten (10) days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. NOTES I , RESIDENTIAL 06 072 0 010 03-1297 PERMIT NO. PARODI, GREGG 78 PINE TREE LN, BERRY CREEK Cont: JOEL FORESTER EX MH PERM FND EX SITE THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS } BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2 STATEMENT OF FACTS'(ONLY ON NEW MH' S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOE CHECKED BY J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utilitv Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line. 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANE TEND SYSTEM (ONLY) 1. Z g Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 3. Blocking j4vwjpas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water: MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 1 cense Decals V. Verify #'s with Office Da ,d3Card B- Date Card B-1 Dates- Card B-1 Date Card B-1 PU -D 7.� 9.'-3s �ed- 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-Panelboards-Ins. to Main Conduit 9. Health Department Approval ' 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 ' Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 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/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or At 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Card B-1 Date Card B-1 Date Card B-1' Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes 0 N&Walks 0 Yes 0 No/Planters 0 Yes 0 No j 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates i 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, C;�iforn a 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 062-700-010 ZONING BUILDING PERMIT OWNER TELEPHONE PARODI GREGG M. (65 )704-1104 SO, FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 15 AMCIA, REDWOOD CITY 2 ,(] 125( CONTRACTOR'S NAMETELEPHONE JOEL, FORESTER ii cell 22.8-342 533-3421 1176-A @S4 61,536-40 cG 80541MELVINA AVE. OROVILZ.E 95966 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 36.40 ARCHITECT OR ENGINEER _ LICENSE NO. Filing Fee $ 20.00 Permit Fee 477.502 $ 238.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $2-3.00 BUIOING ADDRESS 78 PINE TREE LN, BEERY CREEK Energy Plan Checking Fee $ $ PERMIT FEE $ 281.75 A,LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.0015.001 Each gas water heater or vent 15.00 TYPE OF WORK t' New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: EX �- -I PEM4 FEND EX SITE 4 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home IS I GI WT—* @20.00 PERMIT FEE $ 50.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 800OR LESS 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. i Ll C_ g d OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 6 Acc. OCS, SO 3.5QFT: t. NOµgESID MULTI.OUTLET @7,50 POWER APPAR"ITS 8 SINGLE 0 1. CIR. Ex. OCCU . OUTLET OR FIXTURESBAL @ I.50 Ex. Occup. ou rAP ES,15,LNSDE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and. policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi= 1 $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) Camcertify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signare of Applic t - Owner 0-Cbntractor 13Agent An OS ermit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 331.75 HAZ. I -- D FEES IMPFLOOD --- --- – – – – C –DF– --- HD –PARCEL PD – – ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By /.at PERMIT EXPIRES ON 3 provisions to do work paid. �� 3 fe ReceiptNo. 376369 $331.75 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT [szi COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET 1 5.111 OWNER: `� r �/� JI /r) J� . ASSESSOR PARCEL NUMBER (��((t /�(J �Ai �D Proposed Building `Us :f2)( 0'YI/�� Fx lT�. Counter Technician: 7e, Date: s Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 'Vj 1.. Plot plans, 3 or 4 sets, signed,�y the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plate, I in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.......................................................... l ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... t. ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other .... i Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... V. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). . Pre -Inspection for Tj required ................ ❑ 23. Contractor's license information.,(Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance. ❑ 29.E ' ng violation and/or expired permits ............................................. ❑ rant Deed, I.H. itle/Statem nt of Fac ❑ Le er from Legal Owner,�heck to H.C.D. $ . 31. Other: When issued Telephone ('p/% Z C'GY! I. and hold for pi up. I have been informed of the above items and requirements for obtaining a building permit. Applicant: J\ Date: �"-�i -� 3 U 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: ' Structural reviewed by: Date: Structural approvedby: Date: Note transfer by: Date: Yellow: Building Division PRE -INSPECTION REPORT .r OWNER�Z��gr VYI . Pa r 0A LOCATION: %?S h fa PRE-INSPETION DATE: A.P. JL 2 - ZONING: /� . DATE TO INSPECTOR: _ ' D PERMIT IUSTORY:( ) NONE (t46 FOLLOWS: Badding DescAption: commerciai/Usage: Resideatial/f of Units: Currently Occupied AbandonedN==a Electric: Gas: BULLDING INSPECfOWS MORT Yes No Electric currently On Off Condition of El le Natural Propane None_ _ Currently Oa Off Obvious Problems: Sanitation: Plumbing Wotidng Well Working Potable Wats Obvious SewageProblems _ ACTION RECOMMENDED: ISSUE: HOLD FOR A, f , ra-44!f PIJ x Inspector. g Date Sketch buildings on reverse and indicate location on proper a w COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Califorbia 35965 - Telephone (530) 538-758,1 ^ I PERMIT EI v,z,96� APPLICATION AND PERMIT ZONING BUILDING PERMIT lffw—WOAWAff .I TELEPHOMI a'f of � 2.t. � � � j&NBTR =0W LENDER ENDERS MAILING ADDRESS aeralrECT OR EMMUEER ARCHITECT OR EN6MEERS NAILING ADDRESS IDT No. SLMDWSONS NOME USEOFSTRUCTURE +� j SF ❑ DLIDIeX ❑ Mobilehome ❑ Other I TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation �q❑/ Other ❑ Describe Work: O4_%��t{'d--- SO. FT. OCC. BUILDING VALUATION PERMIT FEE t Ex. Occup. (ovFD�DnErsEsro°EA ELECTRICAL PERMIT Filing Fee 2D.DD MaLEs I Service z�oDA on Lass 23.00 main Se ma To too" 46.00 R cows T: oR ADDM DWELUNG DxuP. &A=. M=. 3.5¢R; Nc, c�Ta I. ( -- ULTFoun.ET 1 I @7.50 Fireplace Total Valuation S Filing Fee S 20.00 Permit Fee 50_, Z = S 17S Plan Checking Fee S K' Energy Plan Checking Fee S S PERMIT FEEr12 , `7S PLUMBING PERMIT 20.Do Each Trap Solar or heat um water heaterWater pi ing IS. Each gas water heater or vent 115. D0 Gas in m 1 - 5 outlets 15.00 cd Building sewer 15.00 - Mobile Home S G W @20.00 EX. Occup. OtmtT OR FD. PERMIT FEE t Ex. Occup. (ovFD�DnErsEsro°EA ELECTRICAL PERMIT Filing Fee 2D.DD MaLEs I Service z�oDA on Lass 23.00 main Se ma To too" 46.00 R cows T: oR ADDM DWELUNG DxuP. &A=. M=. 3.5¢R; Nc, c�Ta I. ( -- ULTFoun.ET 1 I @7.50 EX. Occup. OtmtT OR FD. 6AL @ .so Ex. Occup. (ovFD�DnErsEsro°EA 5.00 Temporary Service 23.00 Moble Home Facilities 20.00 Misc. Wiring 23.00 I PERMIT FEE 1 S MECHANICAL PERMIT I Filing Fee 20.00 Coolie Hood 6.50 Ventilation PERMIT FEE I S Mobile Home Installation Fee $ Energy Inspection Fee S ox con6T. -PE TOTAL FEE $ *7,5 MA.Z• I D. FEES IMP .D ROD GDF PMC0. PD ss UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to de work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date 06-1- - ?c, %5- EL 6, V ST 1 tl..•� �t1a�L�,� ' '7- A -0 -no- (4 m F N t -ATTner4MFNr- -Ti2vss E/gG,Ni,(l-%yjc !kC�ss 1?�i �� ©IL-G1V A.V. `KiQo. T�12C Ct goo) 6 78 - © 112 r pV, 10 BUTTE COUNTY sd , BUILDING DEEPARMENT APPROVED ri 1 ALL STRUCTURES AND EQUIPMENT INCLUDING OVERHANGS SHALL BE CLEAR OF ALL E+ABEMENTi�� ! .j , -� \ d \ �' A SET BACK OFi�s/+..� T. FROM 11i1; ®IDE AND ; `� �s.�-✓ FT. FROM THE REAR PROPCR'I Y LINES AND FT. FROM WE F{OAD CI. -AL QF1AId, ®Q Nrn x.V Cl CLEAR OF STRUCTURES AND EQUIPMENT 03X8{ PT FOR A 2 FT. EAVE OVEIIHANG. � s..,.�,Ir7 ft�itr.�y-ylMrt �:3,-�dtl¢j+.'d Yi'��41 •�`.�5i�y. y'�i11. jt,�j�..{.�1 a+Gt�'t<xm ,i,•u '�.diri,,,�� a a�.1���'a .,...K .4'� fe—.�� � ,.�.�.y�� 8r��n;�u��t� `fit � ..... .. ;.'.5..:"."+t-ru + ixiV -:s� ��r {k �,- C �•x�d_"9��'�{'rrry'C.}'4:, t 't� ''�t"'3. �t'�+ ;�� X�•x;'.`,'� L.�N.s�,✓t�zr. - Yr a "i y .��+ry tl:. �"4'S vrts,. K15` _ ! T aps�"•tl •w �i� . -v:'.1t 7 '{' 4., kf jxr fr f9,r1.i��'As it}�,,��?�'�3��i l..i��s�� 'tJ SS �'';l���v�•,,yy� �i",1<r;�r'�T � � v y:�,���k j, 3'�`�sb'�� L�, ��,,'u;�„ �ks�A, /�r°ifi'^ d�ylas!' k - 'z.j!,,tMs"�r5^ I i'Z3e�.s,R.k�£_sr;Zi+��.�51�Y�Y„R'i„�3Y�Si.7w`SiidnC^Ji 17C( i8a�`:�"+y��Y����i(i��l����J}����iii!�.°l z �Fi'S` ��t��?y..:l�.:�r,r'.,3�!''tk. .s:•ra.; ... , ZN 62-70-0-010 98-1124P,E(MH) SHARES, Kent 78 R'ne ee Lane, Berry Creek (util\Tr H),replace exist D & D i ELEC �6 rh 4 1-71V GAS SUPP T S —AA COI,�ACTION TEST 062-700-010 #98-1667 SHORES, RICHARD 78 PINE TREE LN. BERRY CREEK OWNER ELE SERVICE'�l/Ulf t-'— l4 -3D -� 062-70-0-010 98-1124MHI SHORES, Kent 78 Pine Tree LanE Ber y Creek (MHI/98-1124) - D&DMH i 062-700-010 #98-2542 SHORES, RICHARD 78 PINE TREE IN. BERRY CRE] TOM SULLIVAN COVERED DECK i t 7 I , �jl �ecEM�Nr= -2vss EN G,N� r��rvc LONGFELLoUI IWE, ai� l?d I�IC, 4 © R'E 0 QV. ('- I leo, Q A 4 62A1 Y.� I • I \ c� d`Or '`�"�. NL^� 7 !y CO JN BUTTE COUNTY BUILDING DEPARTMENT r/ APPROED Irp 93o n �'� / / ` ALL STRUCTURES AND EQUIPMENT INOLUDIA OVERHANGS SMALL BE CLEAR OF ALL EABEPAENTB. A SET BACK OF4L:EA+vfT. PRorn T1Ig eI®E AND J uJ �5.� ••/ FT. FROM THE REAR PROPL'R'tY LINKSL Br \ sT FT. FROM lHE f'OAD CEPITERLINE ONAId� C� CLEAR OF STRUCTURES AND EgUIPMENT EXCEPT FOR A 8 FT. SAVE OVEnHANG. 03-(z4 7 rnC- VECTOR DYNAMICS FOUNDATIONSYSTEM WIND ZONE 7 & 2 INSTALLATION INSTRUCTIONS For the State of California. INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 3 4 5 & 5a 6 73A, 7B & 7C 8&9 WIND ZONE I - SINGLE SECTION WIND ZONE 11 - SINGLE V DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION. - DOUBLE SECTION - TRIPLE SECTION §, )IL CLASSIFICATION 18 COMPONENT PARTS AVAILABLE UPON(,RE jQUEST Foundation System 10 11 12 13 14 15 16 17 Release Date 8/13/2001 Engineer Approval 26070:'162M E OF APPROVED SUBJECT TO CORREC'nOli5 NOTED APPROVAL DOES NOTAU'1}IORIZE ORAPMOVE ANY OMMSJOMS OR DEVIATION FROM REQUIRFIENTS Of APPLICABLE STATE LAWS AND R=uL1T oNs State Of Col'ifQr= DVxt=nt of Haar rod Camuoity Derclgmati �r�� OF CODES AND STANDARDS 1 �i SmNa C79- For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 PAX 404-349-0401 r www.tiedownxom Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors orfrom Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas•of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. , General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring Muirements. The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greaterthan 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls; mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for vertical ties. Page 2 California 8/2001 56 i ma Figure Maximum Pier Height (Wind Zones I & II only) The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 ii mai Unequal Pier Heights ( Wind Zones I & II only) rl (J. U! C L 5 in. iax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter. pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. c Page 3 California � t2001 1 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section,when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. c � Page 4 California 8/2001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SET VECTOR FOUNDATION PADS Long snort Clear all loose vegetation from the immediate Sh is u -bon u -bolt U-barea where your Vector foundation pads will M1. rest. Press or hammer pads into the ground. Tip: Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. a� 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. i 2 square foot pad placement I or (1) 3 square I foot pad i 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half .and inserted between the strap and inside be bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications Z4 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. Page 5 California 812001 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. i 2 square foot pad placement I or (1) 3 square I foot pad i 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half .and inserted between the strap and inside be bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications Z4 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. Page 5 California 812001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) Long U -Bolts 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or Ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads,.centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a c� California x/2001 Vector Dynamics Metal Pier Ii For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two W's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down' as shown in drawing. Metal piers ming the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - W's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distanpe and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel stmt (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System for rocky soil Installation: conditions V Drive anchors are used only with Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short W'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 hiWd. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inc the anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 6 California 8/2001 Vector Dynamics Foundation Systems Component Parts List Ivor •' C 0 Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 efl4 o a s IJP' Imo' Part #'s included:" 59275, 59282, 59276, 83044z & 10999 Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts Vector System Kit # 59007 -------------------------------------------------------------------------------------------------------------- Concrete Vector System Kit # 59008 (for single stack blocks) ®o c ®o c Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 Concrete Vector System Kit # 59006 (for double stack blocks) California 8/2001 Vector Dynamics Foundation Systems Component Parts List Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Part #'s included: 59281, 59288,10925, 59232 & 83044z Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut PM 59043 Or these products available at your local hardware store Jte `leaked) y a lPIe� 0 ea -Q n0 2ea2x aoQVGQ�pe A° Scred�\e Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type 1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound -dimensions and tolerances in accordance to the. requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on label attached to the wood when purchased. �e Page 7A California 8/2001 Vector Dynamics Individual Component Parts Detail Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625" x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75"x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5"x19.418"x3" ® Vector Dynamics Tension Link o Part # 59282 6.25" x 2.52" x 3" 0 � Vector 2000 Tension Link Part # 59288 2.125"x2.375"x2.06" Slotted Bolt ��i'`' Part # 59135 3" x 5/8" Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor ® ® Short U -Bolt w/Nuts & Washers Part # 10530 Part # 10999 3/8" X 3-1/2" Lj 3/8" x 3" (16 Threads Per Inch) Page Californ e� Protecto-Strap Carriage Bolt w/Nut & Washer Part #59276 O Part # 10925 6.3" x 3.3" x 7/8" ® 1/2" X 2-1/2" e� �a Protecto-Strap Strap Protectors a Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" 0 PVC Adaptor 49 Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' s MS42 59160 42' Tie Down Marked & MS60 59165 60' Certified G120 MS600 59170 600' Strap w/Swivel Connector Part # Length 59732 12' O 59734 14' 59736 16' Frame Tie w/Hook 8 ft. P/N 59195 10 ft. P/N 59210 Earth Anchors 12 ft. P/N 59211 Longer Lengths Available 0. 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 { Earth Anchor Stabilizer V Drive.Head 12" wide Part #59269 Black Paint: Part #59292 { Galvanized: Part #59294 oe :p`® Drive Rods 9 Part #59113 e Mage t u L,anrornia Vector Dynamics System for . Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (gals. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One 4•f �� Vector pad ! k` for concret Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wed e B � 0 California /2001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 2 of 2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside. tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/1.6" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Tum slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards , U -bolt page 9 Vector pad for concrete Concrete footer ttb California '6/2001 N 0'] (11 O N O L WIND ZONE I (not to scale) -4 00 Q o� �2 sq. ft. pad O, instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side • I>�-' 3 2 73 to 90 4 3 WIND ZONE I "- I Vector Dynamics Systems Required y I V, for Single Section Homes I (Materials Required) , e s• Sert%O o oy toM3(1�a� 5%0C iome°nstal�att �� a en to ciae P "o EXampsnows llwstcat�aSPacin9m a" est 'Pads '���,�� ti,�.�'�•` __ ` I WIND ZONE I (not to scale) -4 00 Q o� �2 sq. ft. pad O, instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side • 0 to 72' 3 2 73 to 90 4 3 * Anchor and stabilizer plate combination Each Vector Foundation System requires Y One Mactor Kit, 2 slotted bolls Y 2 ea. 1-1/4 In. ties, length will very with pier height (4725 Ib. min. break), V 1 ea. 4 x 4 pressure treated wood compression member V or 2 ea. 2 x 4 pressure treated wood compression member V or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member V or 1 TDE adjustable steel strut 0 a) N O O V -Drive anchors are used only in WIND ZONE I (not to scale) sq. ft. pad/ 34 TE: Vector ems d be ced as evenly sDpracticablenon the lend off the home Pier pact as from be consistent with homes marufacoirers' Instar instructions andlor state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Dr ve Anchors Home Length Vector Systems Anchors Required ___ _,\. WIND ZONE I Required Per Side " • 2 ea. 1-1/4 In. tie, length (4725 Ib. min. break), • 1 ea. a x 4 pressure tre 0 to 72' Vector Dynamics Systems Required 3 J� , Single Section Homes - - \ �. % Difficult Soil Conditions 4 - m 5eC\Je�1O to �Ys1e r 0a1 gu1de11n I 1 a a 12 to spa omeor stall Ston ma 1n I 1 of pshoWs gnus be �° h 11Wstratnd sPacln9 1 pads 1 ,\ undatlon MOIL.tyP 0 a) N O O V -Drive anchors are used only in WIND ZONE I (not to scale) sq. ft. pad/ 34 TE: Vector ems d be ced as evenly sDpracticablenon the lend off the home Pier pact as from be consistent with homes marufacoirers' Instar instructions andlor state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Dr ve Anchors Home Length Vector Systems Anchors Required Each a Vector Kit, 2 "tV'/D►' Required Per Side " • 2 ea. 1-1/4 In. tie, length (4725 Ib. min. break), • 1 ea. a x 4 pressure tre 0 to 72' 3 3 • or 2 ea. 2 x 4 pressure t compression member 73' to 90' 4 4 • "V" Drive Anchor, Part Number 59269 System requires ive Anchors, 4 slotted bolts will vary with pier height sled wood compression member reated wood • or 1 ea. 3.1/2" or 4" nominal SCH 40 PVC pipe compression member (center compresalon member only) • or 1 TDE adjustable steel strut • 2 ea. 2x4 pressure treated wood for "V" Drive Anchor -connection. Note: PVC pipe cannot be substituted for wood on the "V" Drive Anchor connections. "0 CD N Metal Pier Sets ' ZONE I ' Vector Dynamics Systems Required for Single Section Homes Up to 72 ft.- (Materials t._ I � Materials Required - l q _ ' '' " `e Seotlec o o s anua19,1ae1ines` a 2 fa sP g� mens allatko� man - ♦ ` " . , itt- 1 EXamPsh Ws 9eUs� be to ho sttatio acing M a n Pads ♦ 1 nd SP alio 1 I ♦ ♦ _ I 0- V... - v..e. n.. s.. -y.... r.. 1001R,if"'W-1 Soil Classifications: 2, 3, 4A, & 46 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73' to 90' 4 3 Anchor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. TIE DOWN 1 flGlfll ! HIIJG WIND ZONE I _ - ' - homems tie$�es - - Vector Dynamics Systems Required - e Sect%\Je0 systa��a\ gni I for Double Section Homes - f a �2 fad pa me ns ack'T n (Materials Requiredl EX -f\P\e s Cje kbe to "° - 1 - - ' 1\\ustf atnd Spacing 'E da\100 pads ` . I \ ` ♦ \ \ I . Four ♦ ` 1 ♦ � � it .. .,< < 1 1 ` � ;.._�. st x,..� ` � 'Y — `K v - - dip`- e: ` ♦ 1 CD AR Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. 0 0 %2 sq. ft. pad? - NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing It be consistent with home man ufacl rers' Installation lnstrucUorts and/or state requirements. Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0 to 48'' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pler height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel strut O 7 0) WIND ZONE 1 Vector Dynamics Systems Required _ _ ��orr4mse �s19u,de��"eg. for Multi Section Homes -�Stms� I Materials Required) a °9"gmU;betoh°melnsta r ♦ I ♦ f' _ dation Pads VOU Xf 1 � \ �S Y ? t ♦ 1 �c - ♦ t 4 'n�. — ♦ � 1 . A ` ♦;;tip a ___ _Y — q 1 Soil Classificatlons: 2, 3, 4A, & 413 1 Soil Bearing Capacity: 1,000 PSF minimum s ` 1 I- WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. 00 2 sq. ft. N O O Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2- or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut TIE DOWN Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector. Foundation Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. 00 2 sq. ft. N O O Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2- or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut TIE DOWN WIND ZONE II (Hurricane) - Vector Dnamics Systems Required - for Single Section Homes - - - home ms. de,�nes (Materials Required} - - " � n9. se[ Jec ysma�ua, 9u` A-- '10 ' " { a �2 it spa � n9e0nsta"V1 n m - �XamPsho s gene be to hoin m 11Wssfat%o c%n9m n 0 WIND ZONE II (not to scale) • e. O 00 0 o �2 sq. ft. pad `NOTE: For single section homes with eaves that exceed 6 Inches In Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be Installed In additon to the number of anchors listed In the chart below. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per at report. Soil Classifications: . 2, 3, 4A, & 4B the K2 Engineering to Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Eaves 6" or less Eaves over 6" less than or equal to 12" 0to48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 2 K maILA19. Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. inln. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2° or 4' nominal SCH 40 PVC pipe compression membe , • or 1 TDE adjustable steel Strut WIND ZONE II - - 1 ♦ Vector Dynamics Systems Required _ - h°me g. 11ne 1 .� c °� s teR` 19 tde s for Double Section Homes _ - �b�e Seg Vector ninanua, �_ - -' (Materials Required) '" It d° lnc0i \1atw ` �e of a e�eral SP �otne testa S)( -amp shows must be- nd e to - ' I X11\use and sPa°\n9 - - ads dal\onP----' --__-- .♦ 1 ,` ' _g - - - - � ♦ � ` � �� � � { "fat - ' __ ♦ 1 6 '0 N Maximum allowable working drag load -X for the Vector System with the steel rn compression strut Is 3,150 pounds per the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is prat the length of the home. Pier spacing must be conslste manufacturers' Instructions and/or state requirement) WIND ZONE II (not to scale) \2 sq. ft. pad/ Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side • 0 to 48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4• nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel Strut ff WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 �CYiI: _ — HSA � �. `�E'�7• c�,� • �i[ �. NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. A ly sq. ft. pad Co N O 0 Soil Classifications: Soil Bearina CBDBCItV: 2, 3, 4A, & 4B 1,000 PSF minimum Home Length Vector Systems Required *Anchors r Side Required Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: 'Anchors Required: 3/4' x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or3-1/2' or 4" nominal SCH40 Pipe. compression member or 1 TDE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard. rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 413 and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. Page 18 California N001 October 29, 1999 B E A LPT Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Extension Of Electrical Feeders, Conduit, Or Gas Line Under And Attached To Manufactured Homes - Clarification Of Enforcement In Butte County Effective Date: November 1, 1999 'o Whom R. May- Concern A number of questions have arisen concerning the extension of electrical feeders and/or conduit, and gas piping under manufactured homes. We have generated this letter to clarify several common questions or problems and to describe how enforcement will occur in Butte County. We are also conducting a mailing to notify manufactured home installation contractors. After several discussions with the California Department Of Housing (DOH), it has been determined that the addition of conduit and/or feeders under and attached to a manufactured home is by definition an alteration to the home, and in all cases requires a permit from DOH to perform. We will note this as a deficiency at the manufactured home installation inspection, and will not final the home until we have evidence of inspection and compliance from DOH. We have also been informed by DOH that the addition of gas piping under a manufactured home does not generally require a DOH permit, except in extreme cases. An example would be the addition of 30 to 50 feet of piping under a home anchored to the frame, in addition to the exterior underground piping and risers, the total combination of which could add 80 to 90 feet of piping to the existing manufactured home piping system. In such a case the size and demand of the piping come'into question, and -the piping must be sized appropriate to its length, and the gas demand of the home. In Butte County, if more than 30 feet of gas piping is added under the manufactured home, we will consider that an alteration as defined in Title 25, Division I, Chapter 3, Subchapter 2,-Aiticle 1, section 4004 (aj, and will require evidence of inspection and compliance from DOH. It is our hope that by knowing our position in advance, each contractor.will be able to comply with both DOH and Butte County inspections in a timely and efficient manner. Should you have further questions concerning this matter, please contact this office at the address or phone number listed above. Sincerely, q6jxxt�-� Micfi el C. Vie ra, C.B.O. Manager, Building Inspection cc: Chris Anderson, State of California, Department of Housing, Division of Codes and Standards Manufactured home installation contractors in Butte County '�• - RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 27 -May -2003 2003-0033848 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 sucHlocar agency liasissue da certificate of occupancy forinstallation of theumt ed s-- e 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. GREGG M. PARODI REAL PROPERTY OWNER/LESSOR 15 ACACIA MAILING ADDRESS REDWOOD CITY, SAN MATEO, CA 94062 CITY COUNTY STATE ZIP 78 PINE TREE LANE INSTALLATION MAILING ADDRESS, IF DIFFERENT BERRY CREEK, BUTTE, CA 95916 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 03-1297 530 538-7541 B G PEktMIT NO. TELEPHONE NUMBER ktal"I'al 05/19/03 LsiGNMRE OF LOCAL AG7P7AL DATE NONE DEALER NAME (if nota dealer sale, write "NONE") DEALER LICENSE NO. FLEETWOOD HOMES 1993 STONE CREEK MANUFACT'URER'S NAME DATE OF MANUFACTURE MODEL NAINFJNUM]3ER CAFLPI7A/B15509SK 49'4"X12' & 48'X 12' RAD718735/6 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNWLABEL NUMBER(S). REAL PROPERTY LEGAL DESCRIPTION ASSESSORS PARCEL NUMBER #062-700-010 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept Escrow No. 103952 -CC Title Order No. 00103952 EXHIBIT ONE PARCEL I: A portion of the Southeast quarter of Section 33, Township 21 North, Range 5 East, M.D.B.&M., more particularly described as follows: COMMENCING at the Southeast corner of the West half of the Southeast quarter of said Section 33; thence North 02007'07" east along the Easterly boundary line of the West half of the Southeast quarter of said Section 33, a distance of 1350.0 feet; thence South 74°32'26" West, 250.0 feet; thence North 29026'53" West, 1041.82 feet; thence North 52054'15" East, 125.0 feet; thence North 31021'10" East, 100.0 feet to the true point of beginning for the parcel of land herein described; thence from said true point of beginning, North 42°59'08" West, 233.38 feet; thence North 6003'53" East, 279.87 feet; thence North 27002'19" East, 218.76 feet; thence North 22030'47" East, 177.14 feet; thence South 54021'25" East, 296.60 feet; thence South 371105'25" West, 300.0 feet; thence South 18°56'20" East, 264.93 feet; thence South 85040'40" West, 100.50 feet; thence South 31021'10' West, 160.67 feet to the true point of beginning. PARCEL I -A: A right of way for road and public utility purposes over a strip of land 60.0 feet in width, lying 30.0 feet on each side of the following described centerline: COMMENCING at the Southeast corner of the West half of the Southeast quarter of Section 33, Township 21 North, Range 5 East, M.D.B.&M.; thence North 02007'07" East along the Easterly boundary line of the West half of the Southeast quarter of said Section 33, a distance of 2487.27 feet; thence North 66"40'18" East, 194.78 feet; thence South 84°22'06" East, 30.0 feet to a point in the center of Bald Rock Road and the true point of beginning for the centerline herein described; thence from said true point of beginning, along the centerline, the following courses and distances: North 84022'06" West, 30.0 feet; South 66040'18" West, 194.78 feet; North 77011'20" West, 164.46 feet; South 85040'40" West, 391.62 feet; South 31021'10" West, 160.67 feet and the end of said line. PARCEL I -B: A right of way for road and public utility purposes over a strip of land 60.0 feet in width, lying 30.0 feet on each side of the following described line: BEGINNING at the Southwesterly corner of Parcel I, above; thence along the centerline of said right of way, the following courses and distances: North 6°03'53" East, 279.87 feet; thence North 27002'19" East, 218.76 feet; thence North 22130'47" East, 227.14 feet; thence North 10 19'54" West, 165.91 feet; thence North 63005'34" East, 172.74 feet; thence North 40105'30" East, 352.23 feet to a point in the center of said Bald Rock Road and the end of said line. PARCEL If: Parcel 4, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on June 20, 1983, in Book 92 of Maps, at Page(s) 88. PARCEL II -A: A non-exclusive public easement for ingress and egress and public utility purposes over Parcels 1, 2 and 3, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on June 20, 1983, in Book 92 of Maps, at Page(4) 88. PARCEL II -B: A right of way for road purposes and public utility purposes over a strip of land 30 feet in width, lying contiguous to and Easterly from the Easterly line of Parcels 1, 2 and 3, and lying contiguous to and Easterly form the East line and Southerly from the South line of Parcel 4, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on June 20, 1983, in Book 92 of Maps, at Page(s) 88. t�' �ry'xi - - • �� t j3 �' ea. s,�: � ' k 'fix -"i �'�.y �n �� �� ��.i � S }'TSIQ3,SYSTE �.3�yi4 CERTIFICA' 'E OF ilOCC'UPANCYy.:;L' '� ^�^s._,K'++� ,�,. �w Kt W r ��'�.t ,:�.1 x .,t'••„„a�r_-fix�t"w�"`�' �.�xf*+,�..t a�. � ��, a . BUILDING PERMIT NUMBER: 03-1297 Address or location of unit: 78 PINE TREE LANE, BERRY CREEK, CA 95916 Legal Description of Real Property: A.P # 062-700-010 SEE ATTACHED (x) Mobilehome/Manufactured Home O 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: GREGG M. PARODI Owner's address: 15 ACACIA, REDWOOD CITY, CA 94062 INSIGNIA OR HUD NUMBER: RAD718735/6 SERIAL NUMBER OR V.I.N.: CAFLPI7A/B15509SAK MANUFACTURER'S NAME: FLEETWOOD YEAR: 1993 OFFICIAL APPROVING INSTALLATION: DATE: - 05/19/03 PHONE: (530) 538-7541 H.C.D. 513C Decal #: LAU6872 Manufacturer: 09534 FLEETWOOD HM INC Tradename: STONE CREEK Model: 3493B Manufactured Date: 09/15/1993 Registration Exp: Registered Owner: First Sold On: 11/05/1993 Use Code: SFD Original Price Code: AMW Rating Year: Tax Type: LPT Last ILT Amount:---� Date ILT Fee Paid: ILT Exemption: NONE Serial Number HUD Label / Insignia Length Width CAFLP17AI5509SK RAD718735 491411 12' CAFLP17BI5509SK RAD718736 48' 12' Record Conditions: Unclaimed Item Held in File Registered Owner: RICHARD KENT SHORES D P�iOVED 78 LINE TREE LANE ZR5A BERRY CREEK, CA 95916 Last Title Date: 03/30/1999 Last Reg Card: 03/30/1999 Sale/Transfer Info: Price $34,950.00 Transferred on 05/20/1998 Situs Address: 5296 DEZR TRL FOREST RANCH, CA 95942 Situs County: BUTTE Title Searches: FIDELITY NATIONAL TITLE 455 ORO DAM BLVD SUITE A OROVILLE, CA 95965 Title File No: 103952 * * * END OF TITLE SEARCH -� , I o- CA c� .5 l j 0i a ? 1. STATE OF CALIFORNIA �,MEN10FH0 BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT y DIVISION OF CODES AND STANDARDS, oQ REGISTRATION AND TITLING PROGRAM BILL OF SALE SECTION, I. DESCRIPTION OF UNIT This unit is a (check one): ® Manufactured Home/Mobilehome ❑ Commercial Coach [:] Floating Home [] Truck Camper The Decal (License) No.(s) of the unit is: The Trade Name of the unit is: The Serial No.(s) of the unit is: SECTION II. STATEMENT OF FACTS For the sum of and/or other valuable consideration in the amount of _, Ilars (s C), �uy the receipt of which is hereby acknowledged, I/we did sell, transfer and deliver to GreggM. Parodi An Unmarried Man [Buyer) on the day of , my/our right title and interest in and to the above-described unit. SECTION III. SELLER'S CERTIFICATION I/We certify under penalty of perjury under the laws'of the State of California that the following is true and correct: (1) I/we are the lawful owner(s) of the unit, and (2) I/we have the right to sell it, and (3) I/we guarantee and will defend the title to the unit against the claims and demands of any and all persons arising prior to this date and (4) the unit is free of all liens and encumbrances, except for the lienholder shown below*, whose lien presently exists and has not been paid. Executed on 4,7K o at /Date] �S nature of Seller _ Signature of Seller _ (City] !state] Date Date SECTION IV. LIENHOLDER'S INFORMATION NOTE: The space below Is NOT for -liens created byte buyer in this transaction. *Lienholder Address Street Address or P.O. Box City HCD 475.1 (7/97) Reproduction by ACS Systems, Inc., HCD approved April 9, 1999. State Zip Code CONDITIONAL TAX CLEARANCE CERTIFICATE MOBILEHOME COUNTY OF BUTTE Date, Requested: 4/4/03 ESCROW COMPANY NAME & ADDRESS ESCROW NUMBER NAME & PHONE NUMBER OF ESCROW OFFICER 103952 FIDELITY TITLE 455 ORO DAM OROVILLE„ CA 95965 CINDY COSTA 530-533-5511 NAME & ADDRESS OR CURRENT REGISTERED OWNER (SELLER) LOCATION. OF. HOME NOW 78 PINE TREE LN. R D AN ED BERRY CREEK, CA. 95916 SHORES, RICHARD KENT 78 PINE TREE LN. BERRY CREEK, CA 95916 . PARCEL NUMBER (IF. KNOWN): 910-023-764/062-700-010 NAME OF BUYER (APPLICANT) & ADDRESS TO WHICH FUTURE TAX STATEMENTS SHOULD BE MAILED PARODI, GREGG M. 78 PINE TREE N. BERRY CR , CA 9591 AFTER ESCROW R AND ROVED �PL��G� 78 INE TREE LN. O� p► PSP► BERRY CREEK, CA 95916 IGV� PARCEL NUMBER(IF KNOWN): 910-023-764/062-700-010 MAKE YEAR FLEETWOOD 1993 MANUFACTURER'S SERIAL NUMBER(S): DECAL (LICENSE) NUMBER(S) CAFLP17A/B15509SK FLEETWOOD CERTIFICATION OF TAX COLLECTOR To pay taxes in accordance with various provisions of law. and to satisfy provisions of. section 18092.7 of the Health and Safety Code, the total amount of $369.00.. . must be paid on or before 6/7/03. THIS CERTIFICATE IS VOID ON`AND' AFTER 6i7/03. Executed on 4/7/03 at Oroville. CA. County Tax Collector. for Butte County, State of California ' Issued on: 4/7/03 Z/ QQ .. (Slgnatur and Tltle olTax Offlcla)) u V PAT STOCKTON, DEPUTY TAX COLLECTOR CERTIFICATION OF ESCROW OFFICER 1 hereby certify under penalty of perjury that the tax liability stated above has. been paid In full on or before the date required and all terms of this statement of conditional tax clearance have been complied with. A copy of this certification has. been returned to the tax collector with the payment Executed on: (Date) At (City, State) Escrow closed on: (Date) (Signature of Escrow Officer) RECORDING REQUESTED BY: Fidelity National Title of California Escrow No. 103952 -CC Title Order No. 00103952 When Recorded Mail Document and Tax Statement To: Mr. Gregg M. Parodi 15 Acacia Redwood City, CA 94062 BATE COUNTY RECORDER SERIAL NO. R op�— -i1TYD RECORDED' _ST OF g2 TITLEDATE CO. RECORDED: TIME: �: oZ) 062-700-010—a-n-d-062-700-011GRANT DEED SPACE ABOVE THIS LINE FOR RECORDER'S USE The undersigned grantor(s) declare(s) Documentary transfer tax is $121.00 [ X ) computed on full value of property conveyed, or ( ) computed on full value less value of liens or encumbrances remaining at time of sale, [ ] Unincorporated Area z� City of Berry Creek FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Richard Kent Shores, An Unmarried Man hereby GRANT(S) to Gregg M. Parodi, An Unmarried Man the following described real property in the City of Berry Creek County of Butte, State of California: SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF DATED: April 28, 2003 STATE OF CALIFORNIA COUNTY OF 6-'k ON 2tL_ 28 2003 before me, C t ► ao r&zj personally appeared t Eta es personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and CYNTHIA A. COSTA acknowledged to me that he/she/they executed theMoog COMM. # 1278287 same in his/her/their authorized capacity(ies), and thatnoTaRY Pueuc-cauFoanu by his/her/their signature(s) on the instrument theCOt1NTY OF BUMperson(s), or the entity upon behalf of which theComm. Expires Oct 90.21304 person(s) acted, executed the instrument. Witness my nd and i iaLse i Signature MAIL TAX STATEMENTS AS DIRECTED ABOVE Aichardt ores. FD -213 (Rev 7/96) GRANT DEED Escrow No. 103952 -CC Title Order No. 00103952 EXHIBIT ONE PARCEL I: A portion of the Southeast quarter of Section 33, Township 21 North, Range 5 East, M.D.B.&M., more particularly described as follows: COMMENCING at the Southeast corner of the West half of the Southeast quarter of said Section 33; thence North 02007'07" east along the Easterly boundary line of the West half of the Southeast quarter of said Section 33, a distance of 1350.0 feet; thence South 74032'26" West, 250.0 feet; thence North 29026'53" West, 1041.82 feet; thence North 52154'15" East, 125.0 feet; thence North 31021'10" East; 100.0 feet to the true point of beginning for the parcel of land herein described; thence from said true point of beginning, North 42059'08" West, 233.38 feet; thence North 6003'53" East, 279.87 feet; thence North 27°02'19" East, 218.76 feet; thence North 22130'47" East, 177.14 feet; thence South 54°21'25" East, 296.60 feet; thence South 37005'25" West, 300.0 feet; thence South 18°56'20" East, 264.93 feet; thence South 85°40'40" West, 100.50 feet; thence South 31021"10' West, 160.67 feet to the true point of beginning. PARCEL I -A: A right of way for road and public utility purposes over a strip of land 60.0 feet in width, lying 30.0 feet on each side of the following described centerline: COMMENCING at the Southeast corner of the West half of the Southeast quarter of Section 33, Township 21 North, Range 5 East, M.D.B.&M.; thence North 02007'07" East along the Easterly boundary line of the West half of the Southeast quarter of said Section 33, a distance of 2487.27 feet; thence North 66 "40'18" East, 194.78 feet; thence South 84122'06" East, 30.0 feet to a point in the center of Bald Rock Road and the true point of beginning for the centerline herein described; thence from said true point of beginning, along the centerline, the following courses and distances: North 84022'06" West, 30.0 feet; South 66040'18" West, 194.78 feet; North 77011'20" West, 164.46 feet; South 85040'40" West, 391.62 feet; South 31021'10" West, 160.67 feet and the end of said line. PARCEL I -B: A right of way for road and public utility purposes over a strip of land 60.0 feet in width, lying 30.0 feet on each side of the following described line: BEGINNING at the Southwesterly corner of Parcel I, above; thence along the centerline of said right of way, the following courses and distances: North 6003'53" East, 279.87 feet; thence North 27002'19" East, 218.76 feet; thence North 22030'47" East, 227.14 feet; thence North 1 ° 19'54" West, 165.91 feet; thence North 63105'34" East, 172.74 feet; thence North 40005'30" East, 352.23 feet to a point in the center of said Bald Rock Road and the end of said line. PARCEL II: Parcel 4, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on June 20, 1983, in Book 92 of Maps, at_Page(s) 88. PARCEL II -A: A non-exclusive public easement for ingress and egress and public utility purposes over Parcels 1, 2 and 3, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on June 20, 1983, in Book 92 of Maps, at• Pages) 88. PARCEL II -B: A right of way for road purposes and public utility purposes over a strip of land 30 feet in width, lying contiguous to and Easterly from the Easterly line of Parcels 1, 2 and 3, and lying contiguous to and Easterly form the East line and Southerly from the South line of Parcel 4, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on June 20, 1983, in Book 92 of Maps, at Page(s) 88. RESIDENTIAL 062-700-010 #98-2542 SHORES, RICHARD 78 PINE TREE LN. BERRY CREI` TOM SULLIVAN COVERED DECK PERMIT NO. PERMIT EXPIRES _ OWNER CONTR. ASSESSOR PARCEI LOCATION A t i ` r y CHECKED SRA ' BY FLOOD CERTIFICATE REQ. ---- FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature e V=OK O = Not OK '=Not t able NoReadyMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DE ARPORTS, GARAGES lana OK except #'s i equirements-Setbacks-Easements 1. Zoning Requirements - Setbacks - Easements tings; Soils-Size-Dep"pacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) S. Alum. Awn.; Columns-ConnectionsSplice-DecahEnclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / /'L'tt. / /Nat. or/ /L"ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 94 Card B-1 Date Card B-1 r Cana B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements POOLS (Plans) OK except #'s 2. Footings; Size -Spacing -Marriage Line 1. Setbacks -Easements 3. Gas; MH Test -Demand -Valve -Connector 2. Soils; Compaction -Structure Stability 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 5. Drain; MH Test -Fall -Flex Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 6. Water; MH Test -Regulator -Connector 5. Elec.; Pool Lighting; 15 Volts-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 8. Gas and Electricity Tagged 7. Elec.; Bonding; Metal w/5 -Circulating Equip. -Heater 9. Tie Downs -Type -Installation Cert. 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 10. Exits; Insp.-Sketch 9. Health Department Approval 11. Cert of Occupancy 10. Plumb.; Cir. Test -Water Supply Test 12. Permanent Foundation Only: License Decal 11. Light Niche Date Card B-1 Date Card -B-1 Date Card B-1 Date Card B-1 CELLANEOUS Date DE ARPORTS, GARAGES lana OK except #'s i equirements-Setbacks-Easements tings; Soils-Size-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing S. Alum. Awn.; Columns-ConnectionsSplice-DecahEnclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date 17g6 Dat! 94 Card B-1 Date Card B-1 r Cana 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/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 O = Not o OK RESIDENTIAL (Single & Duplex) - - No t 1' bl App ica e Not Ready Date UNDERFLOOR (Plans) OK except #s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / i Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ N Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg. Porches & Decks; Soils -Steel-/ N Ftg. Depth 49. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 50. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 51. 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 Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Shear Walls; Nailing -Bolts 15. Access & Ventilation 60. Brace Interior / Exterior Wall Panels 16. Insulation Insulation -Walls -Ceilings 62. Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date PLUMBING (Permit) OK except #'s Card B-1 Date Card B-1 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 63. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 64. 20. Shower Pan; Test, First Floor -Tub Access 65. 21. Test Tub & Shower, Second Floor -Tub Access 66. 22. Gas Pipe; Sixe & Anchors 67. G.F.I. & Bath Fixtures & Tub Access -Spa Date Elec. Trim & Subpanel, Breaker Sizes & Labels Card B-1 Date Card B-1 Date Stairs & Rails Card B-1 Date Card B-1 Date Fireplace or Stove, Clearance -Hearth ELECTRICAL (Permit) OK except #s 71. 23. Fixture & Transformer Clearance -Ins. Protection 72. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 73. 25. Size Bo s & No. of Conductors Stapled 74. 26. Romex Installed Close to Edge of Studs & C.J. 75. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meeh. Protection 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI Plb., Elec. & Mech. Equip. Listed for Location 29. Subfeed Wire Size / / ga. Cu or Al-A.C. Wire Size / / ga Cu or Al Elec. Receptacles in Garage (G.F.I.)-Romex Protection 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No Insulation -Foam -Looked in Attic 31. Service -Riser Conductors & Ground -Main Disconect Guard rails & Deck Construction -Post Caps 32. Equip. Clearances Panels -Motors -Meth. Epuip. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 33. Clothes Closet Light -Shower Light -Spa Light Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 34. Smoke Detector Stucco Brown -Finish 84. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s Date 40. Sits Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 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 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meeh. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF ipEVE IQPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT. NO. (Rev. 12/96) APPLICATION AND PERMIT - - ASSESSOR PARCEL NUMBER 062-700-010 ZONING , ] BUILDING PERMIT OWNER SHORM i RICURD TELEPHONE SQ.. FT. OCC. BUILDING VALUATION (' 500 `- 6, son .OWNERS MAIUNG AD • , SSPI �' TREB LNC BERRY CREEK � CONTRACTOR'S NAMEM su S IvaN liL� T%Vy_ J^ 5� CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS , Total Valuation $ ARCHITECT OR ENGINEER , LICENSE NO. Film Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILJINGADDRESS 78 PINE TREE LN Energy Plan Checking Fee $ $ BERRY CREEK PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: COVER1M DECK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR UE Main Service ZOOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWp UNG OCCUP. OR ADDNS. ( a ACC. BLDS. SO 3.5¢FT. =RES.. MULTI -OUTLET 97,50 APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDRURES BAL p'. 0 D=UNS Ex. Occup. D SRES D °E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 9 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall /` not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers; compensation provisions of section 3700 of the Labor Code, I shall forthwith comply withthose provisions. X a. „rrJtf:,a.�� Date /!% - � - i � Sigrature of Appli��cant - ❑'Owner ❑ Contractor ❑ Agent An OSHA permit is�.fequired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ lh8- H,u �► D FEa IMP �,I ° D I CDF/'� PAROEL 151 HDA ISSUE: This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work in in above for which fees have been paid. By opeowDate / PERMIT EXPIRES ON ��t%{HITE-D.D.S.-B.D. Date receiptNo. iJ1103 CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i 064 "Ail - - -- --- - - -- /•-ms.3o_�.�� - ss yrs F _._.�..____._._.r...__�.____:_�_._....._.�. - - .-___._.__.__�.._.._...�..._._...__..........._.:__ _.�v__...........__._.._ ,. �,, � sl - � ,. �. � � , ♦ � JUN.-23'98(TUE) 11:20 FIDELITY TITLE TEL:916 533 1526 P. 002 JUN. -23' 98 (TUE) 11.27 I FIDELITY -NATIONAL escCeowee Moueats:o ev 0[Idar b, e1730 .■s �-61a aeeoew �•�� w r rdc0r Aou�l,,a �3►•rr 175 1•oOL ? h.rpet P•ntela, Ge1l,^ornJ, c.(110 ti L Seco es above Z M It ` I - .o A. [. a,.., TEL:9168999531 P.001 e�ill 'C' co�L IL�fr•�.u!<ef1PlA , • . rfL-�• 4,^AIT13 t" `�AUi Tai H 111 fLE UE671 —JI 15&57 a�•CL •�p1►( T.II■ l/-[ ►Oa A c4lho[a1 9 •, :r•[v.r.:.. nL 'Awl 6s ►,.... . C....., T0. 0. cowu.... :LI •.tut Inn ��, •r ,I..I, u u+CuulLAa.t� - w I Joint Tenancy Grant Deed Tole Pat. -.ra-Ial- 1... Tina Ir..,•.-!. ase Arr Ga..►.rr I - rOR A VALUABLI CONSIDERA710k, rr<Tip, of .hich is henbl wkee.•I.dad S..lM3U IUM mr►Oi GMNTISI to cY.:•9 7CY'�L'.s ^.L:.V� -.:a :-M=,I L. CL,.AL, his Viae nal pep.ry v on JOUR TC?IAYRy G`al � 4•r el C.lf.r■Ie, dee l d a: CCHMNCtNG at the Southeaat corner of the vest h^lf of tSoutheast quarter of Section 33, Township 21 North, Ranee S Fust, h thence North 020 07' 07" D.E. 6 n; East, along the Castcrlr bound& the Vest half of the Southeast quartcr of paid Section 33 I' no of 1350.0 feet; thence South 740 32' 26" beat, 250.00 fact; thcnce 26' S3" Vest, 1041.62 feet; orth 290 thence North 520 56' 15" East fast; thence North 210 21' 10" East, 100.00 feet to the t , 173-00 • pointcf beginnifj for the parcel of land herein described; thence Yvom said true point of beginning North 420 59' 08" West, 233.38 fe North 6. 03' t, thence 53" East, 279,87 feet; thente North 270 02' 216.76 feet; thence North 22o 30' 47- Fast, 177,14 feet; �- Fisc, thence 546 21' 25" Fiat, 296,60 feet; thence South 37o OS' 25" Yc,c, thence South 190 56' 20" South 300,00 ,reset; FASt. 264.93 feet; thence 40% 4V" WcA to 100.50 feet; thenca South 310 21' 10" Watt, r•.Jeh 850 160.67 feet to the true point of beginnirtZ. TOGLTM WITH a right of way. for road and public utility pIrposea over a strip of land 60 feet in width, lying 30 feet on ee of the following described centerlirat h side COr W CiNC at the Southeast corner of the Vest half of the Southeast quarter of said Section 33; thence North 02. 07' 07" fast. Tasterly boundary line along the of the West half of the Southeast said Section 33, 2486.27 feet; thence North 660 40' 18" LA4 aster of feet; thence* South 846 22' 06" East. 30.00 feet to a point center of Bald hock Road t, 194.78 in the ar.i the time point of beginning f . center line herein described; thence from said true r tha f point along the center line, the following courses r Id distances: 840 22' 06" Vest, 30.00 feet, beginning North South 660 40' 18" Heat. 194. North 770 11' 20" west, 164.46 feet, South 850 60' 40" Wes feet, South 8 feet, 391.62 310 21' 10" West, 160.67 feet sr4 the cid of s . d liras. ALSO TOGTTHER WITH a right of way for road And public stili o%,cr a strip of land 60 feet in width, lying 30 feet on eac the following rieacribcal paticl ui 1a1'4 .tel `l�"� '+-'`7 . • 1V• pur•pos e e side of v C.7 u co 7S, PIlVI- e3M4 fty r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 .919_�PERMIT O. (Rev.12/96) APPLICATION AND PERMIT S; -► ASSESSOR PARCEL NUMBER 062-700-010 ZONING BUILDING PERMIT OWNER SHORES, RICHARD TELEPHONE SO. FT. OCC. BUILDING VALUATION 500 C 6.500 OWNERS MAIUNG ADB9BPINE TREE LN, BERRY CREEK CONTRACTOR'S NAMRTOM SULLIVAN T�tSy1590 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 6-500 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 90.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 98 50 BUILDINGADDRESS 78 PINE TREE LNEnergy Plan Checking Fee $ $ BERRY CREEK PERMIT FEE $ 168-9 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: COVERED DECK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600VMain Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under pe ally of perjury that I am licensed under provisions of Chapter 9 (commencing with„Se�on 7000) of Division 3 of the Business and Professions Code, and my license is in Mull force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADONS. ' ( 8 ACC. BLDS. 3.5¢FT. NOµR61DT MU LTI.OUTLET @7.50 APPARATUS a SINGLE oLrrLET cIR. Ex. Occup. OUTLET OR FD=RES SAL 20 @':50 Ex. Occup. oirrEiFrs aa0°FRa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 3 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 0 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ an person in an manner so as to become subject to workers' P Y Y P Y J compensation laws of California, and agree that if should become subject to the work �sj compo sation provisions of section 3700 of the Labor Code, I shall fo ' h com I wit se pr isions. X Date % -O — �_ at re of Ap i nt - Owner [3 Contractor [3 Agent An OSHA permit j equired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HA D. MP FLD CDf/ �i pHD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON DBfB ReceiptNo. 99-1 im WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 NO. (Rev. 2/9rT 6) APPLICATION AND PERMIT ASSESSOR PARCEL NUMSO a � /-� ZONING BUILDINGPERMIT OWNER �(•/ 'n p D ,/LI{- /J� TILEPIWNE SO, Fr, OCC. BUILD G VALUATION OWNER'SADDRESS ^ „'� , TerW"g— 4" COWRACTOR'S NAME z—L4 A N 63-yO CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation b ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ pa 20.00 ARCWMCT OR ENGINEER'S WALLING ADDRESS Permit Fee $ Plan Checking Fee b BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISION'S NAME °"ROEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome O Other ePECFY Each Tr 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel E3, Uti ❑ Installation ❑ er ❑ Describe Work:: 6 Gas piping system 1 - 5 outlets 15.00 —Building sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE t ELECTRICAL PERMIT Filing" Fee 20.00 Main Service =OR `ESS sooA OORR LEsa 23.00 LICENSED CONTRACTOR'S DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) O 1 certify that in the performance of the work for which this permit is Issued, I shall employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor O Agent An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height Main Service 200A TO 1000A 46.00 NEWONSI OR ADONNS T• D k Aix. s P' 3.50IFT. NON•RFSIO ' MULTI OVrLtT 07,50 owER APPARATUS a PS0=OUnFT. Ex. Occup. OUTLET ORFIXTMES x®':00 Ex. Occu . o .APP .) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 8.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE Snot ETOTIA�LEE COF PARCEL Po HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. To Receipt No. Je-- v WHITE•D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT CO INTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION . 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 c PERMIT APPLICATION DATA SHEET / OWNER 5 log z _S ASSESSOR PARCEL ER: D 6 �^ �d � a/ Proposed Building Use: Building Inspector: Date: / e j At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ omplete plans, 3/4 sets, signed by the preparer of plans.--F�--r�"-.44------------------------------ "Z 7 Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ . Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. --------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------ -------------------------------- ❑ 8. Hazardous Material Form. ----------------------------------------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. 1110. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. -------- ❑ 12. California Department of Forestry plan approval/fees' ❑ 13. Flood elevation certificate. --------------------------------------------- anitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ---------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------ ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - ------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------- ❑26. Letter of intent on building use. ------------ ❑27. Manufactured Home utility clearance. ----- Y, ❑28. Existing violations and/or expired permits. ❑29 ❑30 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ Other: i (Date) When you issue t, r sj follows ❑ Mail to owner, ❑ to c ntractor. elephone - p V and hold for pickup at f ices❑ Deliver with inspector. Applican . l Date:110-50—,10 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, Poll�tio Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by mail, ❑ Building Division counter, byl,i Date:1 3 Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buil ' g ivision counter, by Dae: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. ` E.H. USE ONLY Plot Plan Attached Floor Plen Att ched Sent to B.D. 7 / 1 TO: Building Department g FROM: Environmental Health `o—c? Sq6,1 SUBJECT: Sanitation Clearance �s 7 �rin� Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance OX NOTE: for: / Environmental Health Specialist Date f .O_ F I� i kx BUTTE COUNTY - ► ,. BUILDING DEPARTMENT � �` 3, "t.. '�T►s `"^"7 _ y - t -tr - :t. '". 0, 777 777 _ CA V ' F 77-1 Y � .•:�k_ r4 4 `*fig �>f ;:r' -. sq. � �,� Z7♦ M _ _ yq -,-- - Or 47. I---------------- 'BUTTE COU f. BUILDING DEPARTMENT� i. APrlluV ED 'ml a���s,:,1 •-�- -._ - ._ ,�.... .... ...�,.,,.__ .' .....,z.. ..._.._ _... _. ' _ I .•„_sus_.: MME COUM7 BUILDING DEPARlrlli,,F�5�qy, APPR-O�ED LU 1 i I �� :; I I o ZT F,- (( 1 t . fir• �: ( J - 1 �h �• -� �_ !� r 'Ao ``jr/��� ,r�w��p.���a �. '' .Y'7f.1Yi t _ •p$� ��aa��gq . ® _ 1 �� -� tis. YT, S"`) � .✓,`�'� ,� �, '�..—_:.. --. •�' � � I I 1 �t 1 ��'�-r'.H- r fF� � h • J+c�.r�; rV • «r r'S � i j � � �'� t t: d4- > s `. •_---.% 1 ; � m� iii... US • ,.r ,�rti to AL LA b6 ,. 46 J 062-700-010 #98-1667 SHORES, RICHARD 78 PINE TREE LN. BERRY CREEK OWNER. ELE.SERVICE rr• COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 aV iPIMIT NO. (Rev. 12/96) APPLICATION AND PERMIT io- ASSESSOR PARCEL NUMBER 062-700-010 ZONING BUILDINGPERMIT OWNER SHORES, R101lllliJ TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 78 PINE ,REE LAS _T L CONTRACTOR'S NAME rt- M TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS ^ J Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.0023.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELF, SERVICE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIc. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I 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. jo*l, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service sow TO I000A 46.00 NEW CONST. DWELLIsoNG OCCUP. SO OR ADDNS. 8 C.BLD S. 3.5¢FT. OUTLET CIRCUITS @7,50 ppµRESID T. MULTI. F0 APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES @ 1.00 B20 so Ex. OCCU Ex. Occup. DFlxunEis p) EA. 5.00 R Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with -those provisions. X �,�t /. f✓ /!.,- / //i;/.G .-'moi Date,_ Signature of Applicant�- 12110wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST TYPE TOTAL FEE $ 43.00 HAZ. I o FEES IMP I FLOOD I CDF PARCEL PD I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. PERMIT EXPIRES ON� Data Receipt No. �•�P Prima a+�`14 q( WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) I� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Cobnty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 qg l �5oT"O. APPLICATION AND PERMIT (Q( ASSESSOR PARCEL NUMBER 062-700-010 ZONING BUILDING PERMIT OWNER SHORES, RICHARD TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S "AILING ADDRESS 78 PINE TREE LANE�JGK LQG �►L CONTRACTOR'S NAME OWNER l TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS SATJ1E Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00. TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELE SERVICE Gas piping syste!!! 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 600V OR LESS Main Service 200A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, ` will do the work, and the structure is not intended or offered for sale. as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To 46.00 Yo CCUOOOA NEW CONST. OWEACC DCS. SO OR AODNS. ( 8 ACC. S.3.5QFT. NpNH6,�T MULTI -OUTLET 97,50 POWELER APPARATUS 3 SIN GOUTLET CIR. OUTLET OR FIXTURES Ex. Occup. BAL p':w AW NS 5.00 Ex. Occup. OUTLEEDTS Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the provisions of section 3700 of the Labor Code, I shall ose pro ions. Date Owner❑Contractor ❑Age t Apexcavations over 5'0" deep and demolition or constructionge—* of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. I D FEES IMP I FLOOD I COF PARCEL PD HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for ich fees have been paid. ate PERMIT EXPIRES ON ^ L ate Receipt No. ` WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .f (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER Q �6 ZONING BUILDING PERMIT owNER TELFPN°NE SO. FT. OCC. BUILDING VALUATION . owNER9 UARM ADDRESS GDAI,_,) CONTRACTOR'S NAME _ , TELEPHONE CONTRACTOAB MATING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. Filing Fee S 20.00 Permit Fee S ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee b SUI DINGADORESS Energy Plan Checking Fee S S PERMIT FEE $ LOT NO. SUSDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex O Mobilehome O Other sPEC"r Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New O Addition O Remodel O UtlrNes O Installation O Other O Describe Work: /L� �s// �G Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE : ELECTRICAL PERMIT Fee'J2;0. Fling Fee2 Main Service s 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 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. O 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner O Contractor O Agent An OSHA permit is required for excavations over 5o' deep and demolition or construction of structures over 3 stories in height Main Service 200A TO I000A 46.00 NEW CONST. DWELLNG OCCUP. SO' OR ADDRS. a ACC. el Ds. 3.5QFT. NEW CONST. NON•RESIO. MUQ1`D LET @7.50 POWER APPARATvs a srlmE oLrnFT arl Ex. Occu OUnF►OR FUTURES 2O ®'•0° SAL .so Ex. Occup. o 2A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i 3 �— MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: S Mobile Home Installation Fee S Energy Inspection Fee S °CO CONST' TYPE TOTAL FEES RAZ D. FEES MP FLOOD COF PARCEL PO HD ISSUE This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. la Receipt No. WHITE-D.O.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 0 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunityto avoid unnecessary delay in processing and issuing your building ' permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES `16 NO O 8. I HAVE O HAVE NOT a signed an application for a building permit for the proposed w�dl 3. I have contracted with the following person (firm) to provide the proposed conshuction:..:a ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide • ; p p portions of this work, but I have hired the following person to coordinate; . supervise, and provide the major'work: . NAME: ADDRESS.- PHONE: DDRESS:PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER SOCIAL SECURITY NUMBER:__ DATE: -1:7- - - Y_& - -" NOTE: -This Owner -Builder Verification is required by ction 198.31—dI9U2_0_J7h4 California Health and Safety Code. This verification must be -completed Md returned to our office before we are permitted to issue the permit. OVER . I,, - 7- Z t OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. [f your work is being performed by someone other than yourself, you may protect yourself from possible' liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contraetors'or subcontractors. then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, Workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not catty out these obligations, and these risks are especially sidous with respect to worker's compensation insurance.. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner buildee' building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building ' permits are not required to be signed by property owners unless they are performing their own work personally.. Information about licensed contrac!prs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. r rely, Mic el C. Vi iia, C.B.O. M ger, Building Inspection NOTE: This Owner-Builder,Informadon is required by Section 19830 of the California Healds and Safety Code. OVER � o � � �o,���,�,�J r�,� ��� � �., ��� �� � � r -� COPY of Document Recorded 05 -Jun -1998 1998-0023527 Has not been compared with original AND WHEN RECORDED .%WL TO: Butte COUNTY RECORDER BUTTE COUNTY BUILDING Dr%ISION 7 COUNTY CENTER DRrVE ORONILLE CA 95965 I AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning; and harvesting which occasionally generate dust, smoke, noise, and odor.. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be`prepared to accept such inconvenience or discomfort from normal, jiecessary farm operations. All that real property situate in the Count}, of Butte, State of California, described as follows: Date:— Date: Z Jam- � PROPERTY State of California County of f_bU ;T,E On U,1: 0 before me, 7('—/- 0 F C--L.-- GIJ—ti T. - ?V1?,L'-1 (!— personally appeared a- I c'rt'r� —D i�� T I-Ic" .� ,`� personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the Instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature -1_ -1- f Heather J. SkaWel Comm. #1143976 TARY PUBLIC CALIFORNIA)Ann SUTTER COUNTY n Comm Exp. June 28. 2001 -' b9bloosl !n=Lt'6 17 1r (q o -) dtiv b9iCIMODn=E�1-On c { 7C1 fi3(ji J33.! M4KI") f J O ORDER NO. 1-63128CW LEGAL DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IDT THE UNINCORPORATED AREA OF THE COUNTY' OF BUTTE, STATE OF CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,: STATE OF CALIFORNIA, ON JUNE 20, 1983, IN BOOK 92 OF MAPS, AT PAGES) 88. AP # 062-500-154 PARCEL II: A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES OVER PARCELS 1, 2 AND 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 20, 1983, IN BOOK 92 OF MAPS, AT PAGE(S) 88. PARCEL III: A RIGHT OF WAY FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 30 FEET IN WIDTH, LYING CONTIGUOUS TO AND EASTERLY FROM THE EASTERLY LINE OF PARCELS 1, 2 AND 3, AND LYING CONTIGUOUS TO AND EASTERLY FROM THE EAST LINE AND SOUTHERLY FROM THE SOUTH LINE OF PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, .FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 20, 1983, IN BOOK 92 OF MAPS, AT PAGES) 88. END OF LEGAL A. P. --��,�,�o �?.r �� 2-?uo-C> v OWNER 4-/ PERMIT #- 2P, -62610 142-4-/ MH UTIL. CLEARANCE DATE INSPECTOR ELECTRIC GAS SUPPORT STRUCTURE COMPACTION TEST REQ. SERVICE OTHER PIPE YES NO YES NO SIZE LOAD TYPE SIZE LENGTH } COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 (l✓ PERMIT. (Rev.12/96) APPLICATION AND PERMIT % ASSESSOR PARCEL NUMBER 062-70-0-010 ZONING 11 BUILDING PERMIT OWNER KENT SHORES TELEPHONE - SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 78 PINE TREE LANE, BC CONTRACTOR'S NAME D AND D MH TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER NONE Fireplace LENDER'S MAILING ADDRESS Total Valuation $ AR RENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 78 PINE TREE TANE, BERRY CREEK Energy Plan Checking Fee $ $ PERMIT FEE _ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome P Other sveclFv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF'WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation 9C Other ❑ Describe Work: MHI/ Gas piping system 1 - 5 outlets 15.001 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 ILESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in, full force and effect.Q,(�j License Class c4� Lic. No. - / /J G ( OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers'Aomp'nsatiop,insuranc�carrier and policy number are: Carrier (( pp Policy Number (` (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the wor rs' compensation provisions of section 3700 of the Labor Code, I shall fortith comply 1 th provisions. 4� X ______ Date=' ` _ Signature of Applicant ❑ Owner ❑ Contractor CP.,"t An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR so OR ADDNS. ( 8 ACC. BL 3.50' NF LE NON•R RE UL ANC QUTLErS @7.50 POWER LEr APPARATUS a SING oVTcIR. 20 Q 1.00 Ex. OCCUP. OUTLET OR FIXTURES &,L @ .,, PLNS Ex. Occup. ourEtFrs RS D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ 00-00 , Energy Inspection Fee $ 143.00 occ CONST. TYPE TOTAL FEE BOON HAZ. r D. FES FL D C F �— C PD HD ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY at Iq0 PERMIT EXPIRES ON / Receipt No. 237057 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT "�y Y�,.s..-1 �: •.. t i � of `.r' �-r"...,.. , •:� 1,,,, 4 ,,:dM•-,�.:,�� �✓ A. a..�. , r. . .. ... r 'Y'�' . -' ,�, ... 'COUNTY OF BUTTE DEPARTMENT OF DEVELOP,�MENT SERVICES -BUILDING DIVISION '--®w�OL*' Y CENTER DRIVE.. OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 , -- pry. PERMIT APPLICATION DATA SHEET OWNER: S ASSESSOR PARCERsubm ER: Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be d prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted ----------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ 8. Hazardous Material Form. -------------------------------------------------------------------------------------A--- 9. M ufactured Home data and installation instructions including Tie Down Specifications.iw 2 AM 411 0. ees of $ ------------------------------------------ --- - Impact fees as shown on the attached schedule. --J�� �C�--�-41 --------------------------- 12 1112. California Department of Forestry plan approval/fees.----------- ------------------------------------------- 0 13. Flood elevation certificate. 1114. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- 1117. -- ❑17. Planning approval for (A) Use: (B) Parking: 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. Ell. 9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- Pre-inspection for required Request to Building Inspector on (D te) Contractor's license information. (Number, Name Style, Classification). ----------------------= . Workers' Compensation carver and policy number.--------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. ------------------------------ 025. Recorded copy of Agricultural Acknowledgment Statement. �❑ 6. Letter of intent on building use. ---------------------------------- Y4227. Manufactured Home utility clearance. -------------------------- ❑28. Existing violations or expired permits. -------------------- 1129. 0433 A, ❑Graneed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (p -- C "9:� When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑ Telephone and hold for pickup at Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Index permit application for the above items Deliver with inspector. Date: - 3 ��� Date: By: Date: By: ,7• ❑ Plan Check List 2. Additional items required: :P' " j — Wj0L ik &_z rio-r nrr4 � m n hi ( ! p In 4A� — , t l l?211►JIQ Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner as advised of the above req ' data by ❑phone, 11 mail, ❑Building Di 'sion counter, by Date: Plans reviewed by: Date' Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, W.P. folder. Note transfer by: ' Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA .95965 TELEPHONE (916) 538-7541 Y S HEDULE OF FEES DUE OWNER i1 y�� �i9YLiS A.P. PROPOSED BUILDING USE /- � . DATE 40 z2e�l 1. BUILDING PERMIT FEES -- Balance Due ................ '' -- Additional Fees Due ........... -- Additional Fees Due ........... Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office)���, 0SHERIFF FEES (paid at Building Division) esidential ........ x $360.00 = $ Units ,j% Q /. (� Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. REC # DATE REC 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units , Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $ 25.00 (paid at Building Division) . _97. SRA FIRE INSPECTION AND PLAN .CHECK 89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 3 � 0-V /I A Ar� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. Th se fees may be changed during the plan checking process. APPLICANT — DATE / Original -Owner Copy -Building Div. (Rev. 12/96) Mobilehome Manufacturer: Manufacture Year: --- If other than single wide, furnish Setup Model Number: a 4 9 3 a Width: 2Y (ft.) Length: ±� w (ft.) Tagalong or Expando Size (ft.) x -(ft.) On all mobilehomes manufactured after. October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade] Other: SUPPORTS: Concrete block[M Other: Provide Tie Down Specifications for all Mobilehomes: (retyrfZA G ff:: Zs Pier Footings Sizes and Location SINGLE WIDE MULTIMME Line i i1 Line 2 - Line 2 ................................................................................................ Main Beams Line 2............................................................................................... . 2 . Line 1 Line 3 Lune 2 ................................................................................................ . Main Beams .................................................................... .................... Line 2 Line 1 " ..............IN .... s Tag r 4 e1 Line 1 Piers: Size minimum: r 1 x Spacing maximum: I` From ends -maximum: ` Line 2 Piers: Size minimum: [ 17 1 x 1 3 a. Spacing maximum: 1 S ` e ` From ends -maximum. / ` o ` Line 3 Roof Loads: Size minimum Location (from front) - Line 1 Openings Size minimum: k'2-1 x [I,+]. Each side of openings with width over: 1 4 o ` Line 4 Piers: Size minimum: ] x Spacing maximum: ` From ends -maximum: ` (d-) 14.43o :2'/x3 �I-A3036K9a 3 2q) 0- o C 4-" (('411 &,_0 34'S 1 gf9 't Line 5 Roof Loads: Size minimum: Location (from. front): BUTTE COUNTY BUILDING DEPARTMENT OVER APPROVED 9B- 1/25 '�f FILE COPY. 1. Owner's Name: n E:Eq LAI - 2. r2. Assessor's Parcel Number: 062- % 00 — o- 10 3. Installer's Name: fi 4. Is the site currently under permit? YesV] No[ ] Permit No. �'! $= J jey' 5. Is the site an existing site? Yes[ ] NoN (If yes, furnish two plot plans). 6._ What is the electrical rating of the. mobileh1 me? OQ Amperes. 7. What is the mobilehome site circuit breaker rating? DO Amperes. 8. What is the electrical rating of the mobilehome site? /00 Amperes. . P 9. Is the main service remote from the mobilehome site? Yes[ J No[ ] If it is, what is the rating? 2 O 6 Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[ ] If,yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[ ] None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: .3/ inches. 13. What is the gas pipe length from the meter or tank to the mobdehome?_L.5' (ft.).. 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THISTORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 8.5 �;:. �*..r:.. �"�i"'"`��..'.,..�:f�� .:w°^N'��w-�-'.�,mL�=:r�����-�,�s•-+ir.►^..�„a,,,=,c�;y,�."^-.,,,,r:_,;...�...,,:.—...,,-�..cf........--�, .-.--,-,r. ;.., .. �.._ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District �/ro l� h Y► HS Building Department No. A.P. Number 60 -W 19 Jurisdiction: City Z County Property Owner 14 11 v 110 /'(— Property Location/Address / Q coe h err l� Subdivision Lot No. Residential Development Sq. Footage lQ No of Living Mobile Home.,e Additio R) Units Installation jGC s C , is I #(Group � Commercial/Industrial New Sq. Footage Addition (Including Exterior Roofed Areas) Date (rioor rians reviewea oy ocnoor uistnct rersonneu District Identification No. 9 School District certifies that (Applicant) ?,�� !r (Street Address) (City) has complied with the requirements of Resolution No. representing 14 ! V square feet. District Representative (Phone Number) (Zip Code) Bs--- �D by payment of $ ]�X Q J�B 2926 $ ULL MITIGATION $ e Date Paid by Check #Remarks:X';jinr �/� �Q�f �,Cet'!7(/1ti Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm PRC -'-ECT PROCESSING RJ�CORD AMICAN'T: OWNER: PERMIT #: Z tyLt T V e n A. P. #: WORK DESCRIPTION: DATE DESCRIPTION OF STEP /•� �,�- INN ked R'SI %ITIAL 062-70-0-010 98-1124P,E(MH); SHORES, Kent 78 Pine Tree Lane, Berry Creek PERMIT NO. _ (util, MH) replace exist D&DMH PERMIT EXPIRES DOWNER 1CONTR. ASSESSOR PARCEL i� ,LOCATION 3S ly Y / o " 7l I. 1 :SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole CHECKED BY OFFICE COPY Called PG&E_. qIZ ,' Address ,Temp. Elec. Servla Called PG&E j QAZ �^ Meter By DateQ_— Temp. Gas Service ELECTRIC Datd✓ Meter By Called PG&E JOB FINALED (Date) Q Signature ` f V=OK 0 = Not OK Not `=NotReatidyyble MOBILE HOMES i Date MOBIL.E HOME UTILITIES Tans OK except #'s I 1. Zoning Requirements -Setbacks -Easements Zoning Requirements - Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel Special MH Support Sketch -% i 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Sewer Location -Test -Fall -C/O -Concrete I 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 64 -Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures S. Electricity; L.ocation-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test a ; / /L'ft. i / /Nat. "It G Wel learance & Disconnect ; tility Clearance i ,i Date Card B-1 Date Card B-1 t Date Card -1 Zi Date Card B-1 Date MOBI INSTALLATION(Plans) OK except #'s ,pWfg uirements-Setbacks Easements t t-fpdn'go-'SizL-Spacing-Marriage Line 1' G , M est-DemandValve-Connector c' , MH Test -crossovers -Breakers -clearances Q Dr Test -Fall -Flex Connector I er; H Test -Regulator -Connector r Sewer Connected -C/0 to Grade -HD Approval ,. G d Electricity Tagged Down pe -Installation Cert. W. Exi nsp.Sketch, 1 ert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Lendings 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. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 All V = Na OK RESIDENTIAL (Single & Duplex) - = NoLApRlicable Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd.-/ P Ftg. Depth Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting: Rfng. 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg. Porches & Decks; Soils -Steel-/ P Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main;'Steel-Blockouts-1Nrapped Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-BlockoutsA(Vrapped Garage Fire Protection Framing 6a. Hold Downs and Special Anchors Property Line Firewall & Openings 7. Slab, Steel -Wrapped Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel Stairs; Width -Headroom -Rise Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 55. 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Shear Walls: Nailing -Bolts 15. Access & Ventilation 60. Brace Interior / Exterior Wall Panels 16. Insulation Insulation -Walls -Ceilings 62. Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date PLUMBING (Permit) OK except #'s Card B-1 Date Card B-1 17. Water Htr; Vent -Access -Combustion Air Baffle FINAL (Plans) OK except #'s 18. Water Pipe; Test & Anchor -Nail Protection Ext Steps -Door & Sidelight Protection -Landings 19. D.W.V.; Test Fittings & Anchor -Nail Protection Smoke Detector 20. Shower Pan; Test, First Floor -Tub Access Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 21. Test Tub & Shower, Second Floor -Tub Access Bedroom Exiting 22. Gas Pipe; Sae & Anchors 68. Elec. Trim & Subpanel, Breaker Sizes & Labels Date 69. Card B-1 Date Card B-1 Date 70. Card B-1 Date Card B-1 Date 71. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. 11round made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral Q Yes Q No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 33. Clothes Closet Light -Shower Light -Spa Light Following Instld./Drive 0 Yes 0 No/VValks 0 Yes 0 No/Planters 0 Yes 0 No 34. Smoke Detector Stucco Brown -Finish 84. Date Card B-1 Date Card B-1 Date 86. Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 89. 36. Vent Fan, Exhaust above insulation 90. 37. Condensate Drain & Overflow, Size & Grade 91. 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 92. Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date FRAMING (Plans) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls: Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 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 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 82. Following Instld./Drive 0 Yes 0 No/VValks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: 'rte-". '�ti_,,,:.�4�-";.�,...v-�.,.-x�y '! �L ° �..r�'�Y�'E+��ft•tf'"'.'".,-„'.-r� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 r CORRECTION NOTICE S 1n 0 02_6' OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 7e 0 Q/!per d d e I/ 'Oala -r/ s l•Ji ,/ �1: •� 3 d AaIV Date t1 9 Z Inspector REV 1104/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Sk y'R- 1/2-y OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the' above address and should be cowr ected. Please notice this office when correction of work is completed/lf you have any questions pertaining to this matter, or need additional explanation, please c906tact this office immediately. w ) 0 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 -i 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is complete If you have any questions pertaining to this matter, or need additional explanation, please,p6ntact this office immediately. n n 0 Date v Inspector f/ �Vf — REV d/92 ;I 4r• ..-J _,t y'. ... s :� T _ .�a:'i";r"' »... -..� - ......._..-.�..-, �,..-PwC•R". "Y74'� zi1crgo. T` .`y COUNTY OFaBUTTE BUILDING DIVISION . DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE O NER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work'' is completed. If you have any questions pertaining to this matter, or need additional explanation, ' please contacctt I is' office immediately. /. A . r Date Inspector REV 1W92 MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION --7 COUNTY CENTER DRIVE OROVILL•E, CA.95965--PHONE (916) 538-7541 APN:// 662 - 7v 0/D PERMIT NO.: Owner's: / A - �!� Name: ��✓ a, COwners: Owner's: -% Address: / 70/Al e- e Mobilehome 1 Manufacturer F �`� { 7 oA a d Year of Manufacture: Serial number +� Insignia or 1 /5,734, r, I / 5 or V.I.N. HUD number. lam- '� �? / J Official approving installation: Date: If the mobilehome is. moved or relocated, the("obilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. 513B - White -Owner, Yellow -Installer, Pink -Bldg., Gold -Assessor DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS ®ral—& P.O. BOX 1407 SACRAMENTO; . CA 95812-1407 (916) 255-2501 - - I )OWN SYSTEM CER I MATION (To be completed by the rrobiishome installation permittee or their representative) RL&kd VAti ST vErw M )b1,t i�vsTALI AT,,a,v hereby cerary under penalty of perjury and in accordance with the provisions d the California Code of Regulations, Title 25, Division 1, Chapter 2, Section 1326 that the tledown systinstalled at 79 P• T 6 eRR 951 P6 wwro* a� 1"4 Ick" MP c'"W was not modifiied prior to or during the installation, and was installed- in accordance with the bedown manufacturer's iron instructions or in accordance with plans and sp dicad, is d an engineered tiedown system. &awftxVow: 5�^� �. 7 - g 8 (Dow) Nota to irdtai q , Pursuant to the CCA, T25, Section 1326(4) upon completion d the irmtallation d the home, the hortw manufacturees kwallatiorm bion, the approved plot pian, a copy of the plans and specdicatiorrs for an engineered tie dawn system if used, and a copy d ary maintenance reguirerrwrxs for the tiedown system shall be placed within the home for retention by the homeowner. Depanment Use Permit #t District Representative tics-ww.Z lRov. SAM COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 5 0 7 County Center Drive - Oroville, California, 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSffrJ1 BC,€LNj(MB O zUl"° BUILDING PERMIT °'1ftNT/�SJHOORES 7589.5590 SO. FT. OCC. BUILDING VALUATION owy�q,5 �'��'�LME LANE, BERRY CREEK 95916 COf��RtASWI JrEMH TELEPHONE CONTRACTORS MAILING ADDRESS COLyS 6VEDN LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCNTd fffR ENGINEER LICENSE NO. Felin Fee $ Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 78 PINE TREE LANE, BERRY CREEK Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑XOther SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities M Installation ❑ Other ❑ MOBILEHOME UTIL TO REPLACE Describe Work: _ EXISTING MH ON PROPERTY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 50.00 PERMIT FEE s 80.00 ELECTRICAL PERMIT Fling Fee 20.00 600V Main Service 2o0A OOR R LESSLES9 23.00 3.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license isin full force and effect. License Class C q /7LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO ,000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( 6 ACC. BLD.. SD 3.5¢FT. NEW NON-RESIIDT MULCT., CRR UT 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURE 20 @ 1.00 sAL @ .50 Ex. Occup. ouiLEE0T5 REESSID.OEl 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 0.00 Misc. Wiring 23.00 PERMIT FEE $ 63.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compo ati n i rance arrier and policy number are: Carrier . B Policy Number (The above sections need not be completed if -the permi Is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the w ers' compensation provisions of section 3700 of the Labor Code, I shall f rt with co �yith o e provisions. //of X______ Date �O �� =�! Signature of Applica ❑ Owner ❑ Contractor C1kAgent An OSHA permit is re4uwled for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 166.00 HA2 DFEE M D. FFpoD A co PD IAD n ISsuE This permit is hereby issued under the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ate p 6127 / Def, ReceiptNo. 9'17(157, WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT op . �-t; G74 4.ti s.,r �d4t+Ki+("f '+- � 5i � �y� �"•f+"'�` w COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, eALIFORNIA 95965 - TELEPHONE (916) 538-7541 , PERMIT APPLICATION DATA SHEET OWNER: (-` �' �(�l/(i S ASSESSOR PARCEL ER: j D Proposed Building Use: Building Inspector: Date: At time of permit application, I was ad iced the following data'must be submitted prior to permit processing and/or issuance: Date Received By 111. All items have been submitted .------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout. in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation. ------------------------------------------- p 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form. -----------------------------------------------------------------------=--------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- 0 10. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. ------- --------/----- -- -- California Department of Forestry plan approval/fees. — ---Lj -G`-AIV�Z-------------- -- ❑ . Flood elevation certificate. ------------------- - - - ----------------------------------------------------------- 14. Sanitation and plot plan approval Health Department. -------------------------- -------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- Pt plan and business license approval from the City of Biggs. ----------------------------------------------rming approval for (A) Use: (B) Parking: -----------------'--------ntact Land Development about Improvements, ❑ Drainage, Legal Parcel.------------=--------croachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020 Pre -inspection for required. Request to Building Inspector on (Date),14 ontractor's license information. (Number, Name Style, Classification).------------- Lljk Workers' Compensation carrier and policy number.----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑). ,4. Letter of signature authorization. -------------------------------------------------------------------------------- 5. Recorded copy of Agricultural Acknowledgment Sta�teement.-------------------------------------------------- f2� j� . Letter of intent on b--Q15-rSl�----L" ----------------- -------------------------------------- ( ❑ 27. Manufactured Home utility clearance.--------------------------------------------------------------------------- ❑28. Existing violations or expired permits. --------------------- 029. 0433 A, ❑Gra, ❑ M. Title,_❑ Check to H.C.D $, '1130. Other: C jt CG XWhen you issu:&-Moandholdfor mitfllows ❑ Mail to owner, Cl Telephone pickup at Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Del Copy of plans sent ❑ Health Department, ❑ Fire Department, it to Vr El ❑, ,el yer with inspector. Date: By: 1. Index permit application for the above items numbered: / ❑ Plan Check List 2. Additional items required: aPL Contractor, designer, owner, was advised of the above required data p one, ❑ mail, ❑ Building Division counter, by, S Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building`Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by te• Plans reviewed by: Date: Plans approved by: Date: ? Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner E.H. USE ONLY �^ Plot Plan Attached Floor Plan Att ched Sent to B.O.n-- Location AP# Plan Approved for: Sewage Disposal "'� Water Supply:. Public Private Well Clearance foa? Mdwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date '7 RttQF!?IN&1EQUESTED BY: !� Fidelity National Title Company When Recorded Mail Document and Tax Statement To: Richard Kent Shores P.O. Box 1129 Berry Creek, CA 95916 Escrow No. 163128 -CW Title Order No. 1 -63128 -CW APN:062-500-154 JPN 98-0001571 kec Fee I DOC Recorded I IHF Official Records I Check County of I Butte I Candace J. Grubbs I Recorder I 9.00am 5 -Jan -93 I FN'FC GRANT DEED ti 8. 00. 14.30 2.00 24.30 VS 2 SPACE ABOVE THIS LINE FOR RECOROtH'S ust UNIT The undersigned grantor(s) declare(s) Documentary transfer tax is $ 14.30 City tax $ [ xx] computed on full value of property conveyed, or [ ] computed on full value less value of liens or encumbrances remaining at time of sale, [ xx] Unincorporated Area City of FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, WALLACE L. SCHWARTZ, an unmarried man AND KATHERINE SCHWARTZ KRAMER, an unmarried woman hereby GRANT(S) to RICHARD KENT SHORES, an unmarried man `5 +�( ; + I � �S�-{� n L- C ��Gl� i Oki �n Am the following described real property in th1eof the unincorporated area of County of Butte State of California: D JJ See Attached Legal DATED: December 31, 1997 STATE OF CALIFORNI�4� COUNTY OF �i U e Tbefore me, V I A )c> t71 r1: ' personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of ,which1 the person(s) acted, executed the instrument. WITNESS my had and offi ial seal. Signature I�y« SG�W�� G;. Szw�� Wal/Lace L. Schwartz is % L44/ ,�C�4c� Katherine Schwartz Kramer UL, f ..,47 /'11 J �+ C. WILLIAMS COMM. 0 1092339 CC ,s noT�ar Pusuc C 0Rnu N Q COUNTY OF BUTTE w My Comm. Expina March 24, 2000 MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 3/94) GRANT DEED J LEGAL DESCRIPTION ORDER NO. 1-63128CW ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,' STATE OF CALIFORNIA, ON JUNE 20, 1983, IN BOOK 92 OF MAPS, AT PAGES) 88. AP # 062-500-154 PARCEL II: A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES OVER PARCELS 1, 2 AND 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 20, 1983, IN BOOK 92 OF MAPS, AT PAGE (S) 88. PARCEL III: A RIGHT OF WAY FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 30 FEET IN WIDTH, LYING CONTIGUOUS TO AND EASTERLY FROM THE EASTERLY LINE OF PARCELS 1, 2 AND 3, AND LYING CONTIGUOUS TO AND EASTERLY FROM THE EAST LINE AND SOUTHERLY FROM THE SOUTH LINE OF PARCEL 4, AS SHOWN ON THAT CERTAIN PARCEL.MAP, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 20, 1983, IN BOOK 92 OF MAPS, AT PAGE(S) 88. END OF LEGAL LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE aidleingPermitNo. 98-1124 OWNERS KENT SHORES • A.P. 062-70-0-010 NAME: NUMBER: PRINT LAST NAME FMT COUNTY ZONING ,, �D 1-2 DESIGNATION:__P� FLOOD ZONE: X FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: Z� RESOLVE PROBLEMS PRIOR TO AP VAL: PARCEL CREATION BY DEEDS03/w OR MAP 4' DEED INFORMATION: DATE OF- CREATION: DEED REFEREN LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS I COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES 72/73 IED: YES NO NO 7 COMMENTS/CONDITIONS: W,+s (, Z -SO — I2 /'9nA*P) 0 7 2 S7 -0. % Z-0,,-23.3 MAP INFORMATION: O V/ oC DATE OF RECORDING LOT COMPLIANCE WITH OLD SUBDIVISION LOT ORDINA C Q1 PAGE 23): YES NO . Ijj AA. Construct road to B. et pa CHECK SPECIAL CONDITIONS WHICH APPLYnTQ LL 1. Maintain a 50 ft. building setbAck fjoj•r)' cphterlile of PAGE :ORDED PRIOR TO BOOK 17 OF MAPS AT BELOW:... - by zone. C. Meet current E.H.D. requirements. _ 2. Maintain a ft./neutsbtb/ ck o right of-way/centerline of _ 3. Comply with Zoning u' g se k om road. _ 4. Maintain a 100 ft. leack from all existing wells. 5. Maintain a ftsetback from 6. Paywater tender feeount of S to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Rof Butte County and P.R.C. 4290. _ 8. Connect to a pubs water supply. _ 9. Connect to a g6blic sewer system. _ 10. Automatic re suppression sprinkler systems shall be installed in all residential structures in accordance with the National FireProt tion Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile home , NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) .9 _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-35.5-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Pbyant to be madly to the Prarring Dhbkn. "' m " _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform BuildingCodefor. seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone; 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3,'Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in 'the area of :the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest' appropriate mitigation measures. - 21. 23. 24. 25. 26. 'AIO 1N31NdO13A30 OW'I 3.111`18 �O �,INf100 8661 5 0 N n r ®3A83338 LD 7,96 C:\WP51 \FORMS.K\aLDGPERM.CLR 5440 aE 1� CIA� 9, �Zl VA I M K 6 A� 7 _ LFQT R. A rROSS 15 q a I A) IV 4 Cb kf 79 - ©it a / �i �` e. i`� 1 N tT 1 LT H VIJ L" Olt, IZ5 gs APpRcounw bu"e I VAea Environ menta c7- ? ne 1t \"� !moi to I TO db /Diu .� ... This set of i NOTL: Alt Materials &-Worlmaanship Rhall Be'In ! �.TR CA �,�. maks n thaJotilat aU d Speel�ca � A.Geordance with Recognized Good Practices-and yyi,it� V 011a,ges o,.,es �d it I'S of a Quality Prescribed for the 3peci8eii use 130 g r�o� , `' to in the Uniform Building, Plumbing & Mecbaatjae �K'ks ooun� Of Butte. - 0.11 m t lots€ Ong aend ttu 1f�Loned ffie leei Suede. Of; -- _ ____---- Co 79 - ©I t 2 f � �/ -.`� � 1�.. ��+�/VtT �� g1l.S t���.���,4�5� �� �1•�2�H�l�I ` � � The attached Fine Safe r.@quirements must completed ` S.. as specified and ap ed c bV C.D.F. _ An P" I s \ bU Vim' s� {pt.U�?ING 2 �, , ORES ASU EME \ ALL STR�1OT gE CLEAR Ok A � t � OVERHANGS SHALL. 0 �,fROM HES ' -A SET BACK OF AR® E FT. FROM THE R R ` IN ¢�� BE A9 THE ROADEI O ` FT. FRO bl'ME @�XCEP f CSAR OF STRUCTURES AN f ..FOR A 2 FT- EAVE OVERHANG. - I n I G�©�Js�R�a,ati ' t L - �-k 7�L��.T�,�A � - �Tr��e.�� �� _ os IV r�, L.o iv Q FE L L C) ti) WE, as AA a ikV. ('K/Qo3QA -r LS* r4t 41 <17 gsI ell, b N- re ..No. 90MWAW� lk - BUTTE COMM BUILDINGDEPARrIVIENT A PPRI..NV ED // 11ff ALL STRUCTURES AND EQUIpmENT.. INCL OVERHANGS SHALL BE CLEAR OF ALL EAGEMENT08 A SET BACK OF; -5 -A --T. FFqOM THE 6101 AND FT. FROM THE REAR PROPEMY LINES AND ---T— TERLINE, SHALL It Cl FT. FROM THE SOAD CEN CLEAR OF OF STRUCTURES AND SQUIPMENT IXOE"' FOR A 2 Fr. EAVE OVERHANG. pa Law X Tu - 19 tR \ t X f7 z rfi i lz 5D CP l F �m �m NORTH FLOOR PLAN as.SO. Fr. a ,ENEML NOTES L LUMBER TO BE DOUG 2 AND BETTER, STUDS TO BE STUD �JKMWL OR BETTER, UNLESS OTHERWISE NOTED 2. ALL HEADERS TO BE 402 UNLESS OTHERWISE NOTED 3. ALL CEILINGS TO BE AS NOTED. BP . MINIMUM 3/8" APA RATED PLYWOOD APPLIED OVER 2X FRAMING AT 16" O.C. WITH 8d (0.113 X 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED, COVERING 3 STUD SPACES. ` FLOOR PLATE NAILED WITH 16d NAILS AT 12" ON CENTER. .... R /R" TYPF 'x' GYPSUM WALLBOARD , UNBLOCKED, APPLIED TO 2X FRAMING WITH fl- 3 � 44 D' C77Z f� 0 V rvr i�0 D N ,�. H z cn NORTH FLOOR -PLAN.as:SO. FT. G ;ENEML NOTES L LUMBER TO BE DOUG !2 AND BETTER, STUDS TO BE STUD _ E OR BETTER, UNLESS OTHERWISE NOTED 2. ALL HEADERS TO BE 4x12 UNLESS OTHERWISE NOTED 3. ALL CEILINGS TO BE AS NOTED. BP MINIMUM 3/8" APA RATED PLYWOOD APPLIED OVER 2X FRAMING AT 16"" O.C. s WITH 8d (0.113 X 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, ON CENTER FIELD NAILED, COVERING 3 STUD SPACES. FLOOR PLATE NAILED WITH 16d NAILS AT 12" ON CENTER. mes.._i 5/8" TYPE 'X' GYPSUM WALLBOARD UNBLOCKED, APPLIED TO 2X FRAMING WITH r.r. M uAVI►111►I 'FR"1 yy��;�IyWy�'AIr ,w"^' . •IIF 2x4 STUDS 16" O.C. 2P B WL /2" 2/2/3/16" SIDING PER WASHER 7' ® 6 O.C. ELEVATIONS EMBEDDED 7" g• 4' MIN o.•o . o•: o o ,, O•. 12" ONE STORY 10 EXTERIOR CURB DBL TOP PLATE 1/2" CDX PLY 1/2" CCX PLY 0 EAVES GABLE END TRUSS --n 2x4 OUTRIGGERS 2'-0" O.C. MAX NOTCH INTO TRUSS. AND, BUT INTO FIRST STANDARD TRUSS 2x2 BETWEEN OUTRIGGERS 28 BARGE TIES/ OUTRIGGERS H-1 ANCH( HEADER PE FURRING AS REQ'D MEET HE:IGHT REAL FOR GARAGE DOOR 1/2" CDX PLY. TRUSSES MAY BE TURNED IN OTHER DIRECTION SEE PLAN TO VERIFY 1 /2 CCX PLY. N. ® EAVES 1/2- CDX PLY. 2x4 EAVE BLOCK PROVIDED SCREENED EAVE VENT W/ INSULATION BAFFLES EVERY 4TH BLOCK 1/2 CCX PLY. ® EAVES H-1 ANCHOR I 1 x4 TRIM --J N—SIMPSON HI TIE AT EACH JOIST 2x6 FASCIA SIDING - SEE PLA 26 EAVE DETAIL GABLE EI A35 ® 4E ETWEEN OUTRIGGERS TRIM SHEAR PLY /W 6/12 FRAMING 0 I N MAN. G.E. MAN. G.E. TRUSS -- - Q0 27 N OTE: CF) to PROPERTY OWNER IS RESPONSIBLE FOR DETERMINING LOCATIONS OF PROPERTY LINES AND EASEMENTS AND MAINTAINING REQUIRED SETBACKS FROM PROPERTY LINES AND W ROOF FAMING n A SURVEY MAY BE REQUIRED IF � � � Z J DETERMINED NECESSARY BY THE BUILDING Q nl OFFICIAL. 0 W ry O/�� .. -.. r 36-0 '" � 36-0 W 28'-0" 0" 2$'-14" 7'-1G4" QLd �•— rH E Z 2004 CEC, AND 2005 /Q� Li LTJ V A A y CALIFORNIA ENERGY STANDARDS V /w/� BP Z L=4 Q e AS AMENDED BY THE � ^ N ' 2 BP L=4' BP L 4, I JURISDICTION APPLY T❑ THIS V CL li CDF/Qutte County Flrc PROJECT 00 Ld ANnewhMngslnSRA are mored tohaVb r ------ ---------------------------I -------� ------ --- -- --- -- r_1m J +18 i. J �— GFI Fully enclosed noncombustible eaves on entire structure I I I I Gutter screens to prevent accumulation of leavesfdebds I SITE CONDITIONS Q. I I I ONDITIONS O Corrosion resistant, noncombustible, pie maximum opening I .. , I I ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWIN[ED G DIVISION - :BUILDING PLAN APPROVAL _ I L-8 IOOf and attic vents I I I ( I CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APP Date: % � (�PLANS: I s" CURB I -I• I EXCESSIVE SLOPES Larndscapinfl: 12" FT'G. -x`-12 FT'G. EXCESSIVE CUTS OR FILLS• EXPANSIVE SOILS' o4I ALTERATIONS TO NATURAL DRAINAGE ro: t t . OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS 4" CONC. SLAB I 6X6 10/10 W.W.M. 4" GRAVEL FILL 0 100 AMP 0 0 I in I 0 SUB PANEL ---- — — — — — — — — — N CV '' Silllilt7�f!'L1�11,� o :VISION - BUILDING PLAN APP L 3068 SC. I GARAGE Thl _ I aW This project is required to meet t1he ► Parking: i�l 3630 I 768 SQ. FT. N 3630 I 0 y -.. Mc. CoNc. I I I ti other �;, same practical. effect PAD PAD p guidelines I I I tignat —1 I I gnat outlined in the attached PRC4290 J 8 Requirements.- " `, L= /o -t / '' BP J I I I 0 - 3 p•• 7 ('p 16090 ROLL -UP GARAGE .DOOR ir L — — J L — — •- — — J - •.�. 3 1/8"X 13 1/2" GLU-LAM HDR. BP L=4 A P L=4' . � L=4' 2 _00 -ON ,+'" 7'- 1 CJ 7 C GENERAL NOTES ,,..... �.. } '- " 16-0 R! 1 " -0" 16 0 '" - 1. ALL LUMBER TO BE DOUG 36'-0" FIR #2 AND BETTER, STUDS TO BE STUD 36'-0" �...:� GRADE OR .BETTER, UNLESS OTHERWISE NOTED . 4. WOOD SILLS FOR BEARING AND SHEATHED WALLS BEARING ON MASONRY OR CONCRETE 2. ALL HEADERS TO BE 4x12 UNLESS OTHERWISE NOTED SHALL BE BOLTED WITH 1/2" DIA ANCHOR BOLT WITH 7" EMBED. BOLTS AT 6'-0" O.C. 3. ALL CEILINGS TO BE AS NOTED. MAXIMUM SPACING AND WITHIN 12" OF EACH END OF EACH PIECE. EACH SILL SHALL RECEIVE AT LEAST TWO BOLTS THIS INFORMATION WILL GOVERN UNLESS MORE STRINGENT CRITERIA IS INDICATED ON PLANS. BP MINIMUM 3/8" APA RATED PLYWOOD APPLIED OVER 2X FRAMING AT 16" O.C.' WITH 8d (0.113 X 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" FOUNDATION LA5. BOLT HOLES IN WOOD OR STEEL SHALL BE 1/16" URGER THAN BOLTS FL00R PLAN 864 SO. FT. ON CENTER FIELD NAILED, COVERING 3 STUD SPACES. 6. ALL NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED PRIOR TO APPLICATION NORTH - FLOOR PLATE NAILED WITH 16d NAILS AT 12" ON CENTER. lilt X11 F OF FINISH OR AT COMPLETION OF JOB. 5/8" TYPE 'X' GYPSUM WALLBOARD , UNBLOCKED, APPLIED TO 2X FRAMING WITH 7. 2x2x3/16" WASHERS SHALL BE PROVIDED UNDER THE HEADS AND NUTS OF ALL BP -3 6d COOLER OR WALLBOARD NAILS AT 7" ON CENTER MAXIMUM. BOLTS BEARING ON WOOD DRAWN BY: B. RUBANOFF CHECKED: DATE: 6-11-05 SCALE: JOB: PARODI j 07 BUTTE COUNTY BUILDIM,G DiMiS4110NI APPROVF.D3 3�b V P SHEET # 1 OF 2 f�Cg� 1/2" GYP. BD. 2x STUDS ® 16" O.C. 1 /2" GYP. BD. SEE PLAN FOR LOCATION OF WALL ABOVE FOOTING 4" CONC. SLAB 6x6 2x P.T. MUDSILL 10/10 W.W.M. 4" INT. BRACED WALL PANELS GRAVEL FILL SHALL HAVE (2) SHOTPINS AT EA. END, SPACE 6" do 10" FROM EA. END OF SILL PLATE. PROVIDE SHOT PINS ® 18" O.C. MAX. SPACING ' $oo oo�°c oo .a.. oo�OMoo o0o0 N � ° #4 REBAR CONT. 3" FROM TOP AND BOTTOM L 77ff�� 1 STORY 4 INTERIOR PARTITION BEARING DBL TOP PLATE 1/2" CDX PLY 1/2" CCX PLY 0 EAVES GABLE END TRUSS --n 2x4 OUTRIGGERS 2'-0" O.C. MAX NOTCH INTO TRUSS. AND, BUT INTO FIRST STANDARD TRUSS 2x2 BETWEEN OUTRIGGERS 28 BARGE TIES/ OUTRIGGERS H-1 ANCH( HEADER PE FURRING AS REQ'D MEET HE:IGHT REAL FOR GARAGE DOOR 1/2" CDX PLY. TRUSSES MAY BE TURNED IN OTHER DIRECTION SEE PLAN TO VERIFY 1 /2 CCX PLY. N. ® EAVES 1/2- CDX PLY. 2x4 EAVE BLOCK PROVIDED SCREENED EAVE VENT W/ INSULATION BAFFLES EVERY 4TH BLOCK 1/2 CCX PLY. ® EAVES H-1 ANCHOR I 1 x4 TRIM --J N—SIMPSON HI TIE AT EACH JOIST 2x6 FASCIA SIDING - SEE PLA 26 EAVE DETAIL GABLE EI A35 ® 4E ETWEEN OUTRIGGERS TRIM SHEAR PLY /W 6/12 FRAMING 0 I N MAN. G.E. MAN. G.E. TRUSS -- - Q0 27 N OTE: CF) to PROPERTY OWNER IS RESPONSIBLE FOR DETERMINING LOCATIONS OF PROPERTY LINES AND EASEMENTS AND MAINTAINING REQUIRED SETBACKS FROM PROPERTY LINES AND W ROOF FAMING n A SURVEY MAY BE REQUIRED IF � � � Z J DETERMINED NECESSARY BY THE BUILDING Q nl OFFICIAL. 0 W ry O/�� .. -.. r 36-0 '" � 36-0 W 28'-0" 0" 2$'-14" 7'-1G4" QLd �•— rH E Z 2004 CEC, AND 2005 /Q� Li LTJ V A A y CALIFORNIA ENERGY STANDARDS V /w/� BP Z L=4 Q e AS AMENDED BY THE � ^ N ' 2 BP L=4' BP L 4, I JURISDICTION APPLY T❑ THIS V CL li CDF/Qutte County Flrc PROJECT 00 Ld ANnewhMngslnSRA are mored tohaVb r ------ ---------------------------I -------� ------ --- -- --- -- r_1m J +18 i. J �— GFI Fully enclosed noncombustible eaves on entire structure I I I I Gutter screens to prevent accumulation of leavesfdebds I SITE CONDITIONS Q. I I I ONDITIONS O Corrosion resistant, noncombustible, pie maximum opening I .. , I I ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWIN[ED G DIVISION - :BUILDING PLAN APPROVAL _ I L-8 IOOf and attic vents I I I ( I CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APP Date: % � (�PLANS: I s" CURB I -I• I EXCESSIVE SLOPES Larndscapinfl: 12" FT'G. -x`-12 FT'G. EXCESSIVE CUTS OR FILLS• EXPANSIVE SOILS' o4I ALTERATIONS TO NATURAL DRAINAGE ro: t t . OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS 4" CONC. SLAB I 6X6 10/10 W.W.M. 4" GRAVEL FILL 0 100 AMP 0 0 I in I 0 SUB PANEL ---- — — — — — — — — — N CV '' Silllilt7�f!'L1�11,� o :VISION - BUILDING PLAN APP L 3068 SC. I GARAGE Thl _ I aW This project is required to meet t1he ► Parking: i�l 3630 I 768 SQ. FT. N 3630 I 0 y -.. Mc. CoNc. I I I ti other �;, same practical. effect PAD PAD p guidelines I I I tignat —1 I I gnat outlined in the attached PRC4290 J 8 Requirements.- " `, L= /o -t / '' BP J I I I 0 - 3 p•• 7 ('p 16090 ROLL -UP GARAGE .DOOR ir L — — J L — — •- — — J - •.�. 3 1/8"X 13 1/2" GLU-LAM HDR. BP L=4 A P L=4' . � L=4' 2 _00 -ON ,+'" 7'- 1 CJ 7 C GENERAL NOTES ,,..... �.. } '- " 16-0 R! 1 " -0" 16 0 '" - 1. ALL LUMBER TO BE DOUG 36'-0" FIR #2 AND BETTER, STUDS TO BE STUD 36'-0" �...:� GRADE OR .BETTER, UNLESS OTHERWISE NOTED . 4. WOOD SILLS FOR BEARING AND SHEATHED WALLS BEARING ON MASONRY OR CONCRETE 2. ALL HEADERS TO BE 4x12 UNLESS OTHERWISE NOTED SHALL BE BOLTED WITH 1/2" DIA ANCHOR BOLT WITH 7" EMBED. BOLTS AT 6'-0" O.C. 3. ALL CEILINGS TO BE AS NOTED. MAXIMUM SPACING AND WITHIN 12" OF EACH END OF EACH PIECE. EACH SILL SHALL RECEIVE AT LEAST TWO BOLTS THIS INFORMATION WILL GOVERN UNLESS MORE STRINGENT CRITERIA IS INDICATED ON PLANS. BP MINIMUM 3/8" APA RATED PLYWOOD APPLIED OVER 2X FRAMING AT 16" O.C.' WITH 8d (0.113 X 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12" FOUNDATION LA5. BOLT HOLES IN WOOD OR STEEL SHALL BE 1/16" URGER THAN BOLTS FL00R PLAN 864 SO. FT. ON CENTER FIELD NAILED, COVERING 3 STUD SPACES. 6. ALL NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED PRIOR TO APPLICATION NORTH - FLOOR PLATE NAILED WITH 16d NAILS AT 12" ON CENTER. lilt X11 F OF FINISH OR AT COMPLETION OF JOB. 5/8" TYPE 'X' GYPSUM WALLBOARD , UNBLOCKED, APPLIED TO 2X FRAMING WITH 7. 2x2x3/16" WASHERS SHALL BE PROVIDED UNDER THE HEADS AND NUTS OF ALL BP -3 6d COOLER OR WALLBOARD NAILS AT 7" ON CENTER MAXIMUM. BOLTS BEARING ON WOOD DRAWN BY: B. RUBANOFF CHECKED: DATE: 6-11-05 SCALE: JOB: PARODI j 07 BUTTE COUNTY BUILDIM,G DiMiS4110NI APPROVF.D3 3�b V P SHEET # 1 OF 2 f�Cg� BLOCK BETWEEN 2X6 FASCIA B 2X4 STUD WALL AT 16" O.C. SECTION A -A H-1 ANCHOR ALL TRUSSES 1/2" CCX PLY. AT EAVES LU/LAM1 HD . ;E GALV. 'Z' BAR CLASS 'A' COMP. SHINGLES 15# FELT 1/2" PLY. 2X6 FASCIA BD. - RIGHT ELEVATION-. Bay rw"0, �p DRAWN BY► B. RUBANOFF ;HECKEDi tG IATEi 6•-11-05 r 01 CALEi n6, •w }.. O U O M N Wz � Z Q W r '- 2 DO t�m F- M IX m E m m DRAWN BY► 9UTTE 00UNTy UILDING IDIVIQI+Q tq IEET # 2 OF 2 B. RUBANOFF ;HECKEDi IATEi 6•-11-05 CALEi n6, PARODI 9UTTE 00UNTy UILDING IDIVIQI+Q tq IEET # 2 OF 2 TV a r8unrL coumv JUN 13 033 DEVELOPNilv.,, , SERVICES 7— C,2 �� i -AEAiJ 2.41_ PIAH_.S 1 "1 DAR n SIM r1r'r. (SEIK11ME 0) 12" OR It' LENGTH _3/1 u _.x_fi' _ C L Aer'._ EXTENSION_ I (_ 1 ARIL1 RIZ NOTEomvynwjr \ or No C. P, AiJl-I_ COACH —j SCALL: 1" — 10' SINGLE WIDE MOBILE COACH scene: 1" — 10' V7l. SIANDARD FIQt k FOOTING SPACING PER MOVIL9 HOME MANUFACTURIR'S i113TAU.ATION MANUAL. CONFIOURATIOM V10110 IS 111E MINIMUM NUUSCR or rAue RIQUIltru. oviunTs or MOF>ltz. COACH PLAN •.a DOUBLE WIDE MOBILE COACH Scale: I" - 10' ME: roR MORE: THAN mr1z; WIDE UNITS, SUBMIT LAYOUT TO THARP k ASSOC. FOR APPROVAL. STANDARD PiER & FOOTING SPACING Prdt MOBILE C04Cii MANUrACTURER'S i"STAtIATTON MANUAL.. TNF: FOUNDATION SYSTI'll IS SAFE FOR IN1TI'Ai"11ON IN FWOD PLAINS UPON REVIEW k APPROVAL BY THARP & ASSOC. 19 R 94 MIT,Tt,. IoM INT. ,MMI /Y►A►MMT • VARIES SEE NOTE 3/1_ ANCHOR RODS, 4 FACN WHFN CpNnItitp41 RFOIJIPF. ON HAY 1'Ri' IIRILL 11 -In IN r(W AJJCJU)P RODS • S1 ARAL kill SI 'COACT, 1 KAN Y k Y PLAT[ RRY12,114": CAUNORNIA G'ODL Or RITUULATMI, ?PITT 23 AND U.I.G Vf/ RDITM- 1. DLRIION LOADI: S"T TlQ1='r irc LW6 rlrc I/KXP.0 4e rIr[ OR 111' LENGTH 3/191 >. Cs' CLAM 4 1 Ot.[s 2. Tot DmoN mAty RHA[L RR OONN mr 1Vti1# Poor LfVR Lom HIND LOAQ AND Rs1Rim 70N1 AR 0 RRTAM.IIHR D POR rRRMANRNT SMDM InTION A RFiCxFIC LOCAL ARRA. r LA T 10 2. ALL rOMPM AR1 TO U RUFNIQID RY M) 4. UNPA7MTID, UNDMTUPM COKKX R OML OR AITHAI.T• I Z' POOTVM AR1 DIP MD POR 1000 FRF TOTAL LOAD 11101L MRINK105 AND ATOLL 811 COUMTTi ILK WrM LOCAL 1' PIPL /OIi.CO�iDiTiONR 11 ALL 4 [ACM UWAD 4. ITRUCTUXAJ. RTTJ'J.: S. /IIA1 L CONFORM TO MTM A.# F - 30 KRI MDi1MIJM. vr�wm,. k 111411, a FAXWATED ACCORVW TO Ai/C iTECIPICAII(MIL ^ t 4 • I HALL RR W141" AMORMiO TO AW1 ITSC IF)CAT104i/: ANOM 8011% L ESCTRODRI: 170 PITCH [IAH[1E11 Iii. ANCROR HOLT,: AA/TU AM Ir. VOL11: RAR OIU-A1 D i A449-A11M A323 N1TCnr cONAIT1ONs Proul [, vnu PAY ♦. THRRADED ROU: COI D DRAWN LAW CAR" WEiDAALE r M[ -TRILL /-10 INCHES r0R ANUM RODS. A ALL MITALCOIa'ORJQM IWLUM0 NAMA R" I ETC. ARE TO 81 PROTECTIVE COATRD. 3. THE M% AND XWOR IMAM RUFFORT RUPIA IM IHAIJ, HE COATED WITH RHERMAN WD HAIR 1A I -IM OR A PROVED EQUIVAI ENT AND IiIALL BE 1113D AND LARILED INY CEItt11F11D TUTniO AND CONRULTINO tritViCE1(CTC) POR THE POl1OWIN0 LOAD1: C.P, ANCHOR PIER S. LATERA,: 300 Kw MAX SCALE, 1" - 10' k VKRTWAt.. 1115 Am MAX - - i. TiIiI FOUNDATION 13 FOR FLACiNO MAN;TACUMKD BU1LMO CONSTRUCTED WiTH LONGITUDINAL OR •V 9/'9V96 - cllcHi Poi m �. 1lQL T S 7. 11111 YfMDATiM MAN 0 DFAKR Ei)TO UT. C(4M1R11C1ED ON A FAIRLY LEVEL X11`1 WITH NO EXIA11N0101L FIELD DRI11 T AIL E S rRODL.EMI, IF 1111LRUMT OCCIJRJ i UR TO POOR IGH, IRE NOT, f. Ir T 11N ur 1. POUMM71 N r4R CI"I8 WAM RUF ORT1i IIIALL V, LOCATED AND IIZYM FOR -1119 IAM ,M,11I0," IN THE, 4 - 414 T E K STS j C13ACH C IUtlRtfll� MJ1.OJf w OR J EEAH P. IN ABBAR WHERE DITFIRINTIAL iL)TTtY,&IENT (D.R.) CAN OCCUR. MANITFACIt"" IIOMEI 111411, HE I/4'1J2'x4' 3' x 3, LJ 3' V 1 DE PLATE MANUFAC TI(JR1D ROM[ I/?'SEISHICIMS l PIER 1. FOR IPI?L ; WIDE COACHES, USE i C.P. A;4CIL0RE AND FOLLOW $AME PLACEMENT PATTERN AN 111OWN ON THE 21 FEET BY K FEET D(XJM .E WIM MOM, -2 COACiL f k'{KxT Id 2. -1111 FOR LAYOUT 111,ALL DR REVIEWED AND ATFROVED 1Y DONALD M. THARP A ASSMIATF,S. [_i 11L1 LI SIZE NOTES: L1 C D �� ��J E C T -I C�rN S 1. RFACSNO m1owN ON ims PLAN AP.t! FOl WHIT 10" AND 12" OF.AMS. [: a L L1 111 1 r Fin 3. ANY V BEAM 11 NOT TO CANIiLEVER M31LE THAN !.0 ON EACH END Of UNIT L LII- AND !PACING OF 1EUMIC PIERS CAN NOT EXCEED 14.0'. �• L1 ~ Q o Ovq M 20' or 24' oO�00 N/ PLAN •.a DOUBLE WIDE MOBILE COACH Scale: I" - 10' ME: roR MORE: THAN mr1z; WIDE UNITS, SUBMIT LAYOUT TO THARP k ASSOC. FOR APPROVAL. STANDARD PiER & FOOTING SPACING Prdt MOBILE C04Cii MANUrACTURER'S i"STAtIATTON MANUAL.. TNF: FOUNDATION SYSTI'll IS SAFE FOR IN1TI'Ai"11ON IN FWOD PLAINS UPON REVIEW k APPROVAL BY THARP & ASSOC. 19 R 94 MIT,Tt,. IoM INT. ,MMI /Y►A►MMT • VARIES SEE NOTE 3/1_ ANCHOR RODS, 4 FACN WHFN CpNnItitp41 RFOIJIPF. ON HAY 1'Ri' IIRILL 11 -In IN r(W AJJCJU)P RODS • S1 ARAL kill SI 'COACT, 1 KAN Y k Y PLAT[ RRY12,114": CAUNORNIA G'ODL Or RITUULATMI, ?PITT 23 AND U.I.G Vf/ RDITM- 1. DLRIION LOADI: S"T TlQ1='r irc LW6 rlrc I/KXP.0 4e rIr[ OR 111' LENGTH 3/191 >. Cs' CLAM 4 1 Ot.[s 2. Tot DmoN mAty RHA[L RR OONN mr 1Vti1# Poor LfVR Lom HIND LOAQ AND Rs1Rim 70N1 AR 0 RRTAM.IIHR D POR rRRMANRNT SMDM InTION A RFiCxFIC LOCAL ARRA. r LA T 10 2. ALL rOMPM AR1 TO U RUFNIQID RY M) 4. UNPA7MTID, UNDMTUPM COKKX R OML OR AITHAI.T• I Z' POOTVM AR1 DIP MD POR 1000 FRF TOTAL LOAD 11101L MRINK105 AND ATOLL 811 COUMTTi ILK WrM LOCAL 1' PIPL /OIi.CO�iDiTiONR 11 ALL 4 [ACM UWAD 4. ITRUCTUXAJ. RTTJ'J.: S. /IIA1 L CONFORM TO MTM A.# F - 30 KRI MDi1MIJM. vr�wm,. k 111411, a FAXWATED ACCORVW TO Ai/C iTECIPICAII(MIL ^ t 4 • I HALL RR W141" AMORMiO TO AW1 ITSC IF)CAT104i/: ANOM 8011% L ESCTRODRI: 170 PITCH [IAH[1E11 Iii. ANCROR HOLT,: AA/TU AM Ir. VOL11: RAR OIU-A1 D i A449-A11M A323 N1TCnr cONAIT1ONs Proul [, vnu PAY ♦. THRRADED ROU: COI D DRAWN LAW CAR" WEiDAALE r M[ -TRILL /-10 INCHES r0R ANUM RODS. A ALL MITALCOIa'ORJQM IWLUM0 NAMA R" I ETC. ARE TO 81 PROTECTIVE COATRD. 3. THE M% AND XWOR IMAM RUFFORT RUPIA IM IHAIJ, HE COATED WITH RHERMAN WD HAIR 1A I -IM OR A PROVED EQUIVAI ENT AND IiIALL BE 1113D AND LARILED INY CEItt11F11D TUTniO AND CONRULTINO tritViCE1(CTC) POR THE POl1OWIN0 LOAD1: C.P, ANCHOR PIER S. LATERA,: 300 Kw MAX SCALE, 1" - 10' k VKRTWAt.. 1115 Am MAX - - i. TiIiI FOUNDATION 13 FOR FLACiNO MAN;TACUMKD BU1LMO CONSTRUCTED WiTH LONGITUDINAL OR •V 9/'9V96 - cllcHi Poi m �. 1lQL T S 7. 11111 YfMDATiM MAN 0 DFAKR Ei)TO UT. C(4M1R11C1ED ON A FAIRLY LEVEL X11`1 WITH NO EXIA11N0101L FIELD DRI11 T AIL E S rRODL.EMI, IF 1111LRUMT OCCIJRJ i UR TO POOR IGH, IRE NOT, f. Ir T 11N ur 1. POUMM71 N r4R CI"I8 WAM RUF ORT1i IIIALL V, LOCATED AND IIZYM FOR -1119 IAM ,M,11I0," IN THE, 4 - 414 T E K STS j C13ACH C montL1 HOUR INSTALLATION INMUC71ON1. OR J EEAH P. IN ABBAR WHERE DITFIRINTIAL iL)TTtY,&IENT (D.R.) CAN OCCUR. MANITFACIt"" IIOMEI 111411, HE I/4'1J2'x4' 3' x 3, ". ADJtW= WHVI D.I. 1XCEIDe 1/4', OR WHEN iT WILL ADVIRSELY AFPICT THE URE OF '11119ANGLE 3' V 1 DE PLATE MANUFAC TI(JR1D ROM[ I/?'SEISHICIMS . PIER 1. FOR IPI?L ; WIDE COACHES, USE i C.P. A;4CIL0RE AND FOLLOW $AME PLACEMENT PATTERN AN 111OWN ON THE 21 FEET BY K FEET D(XJM .E WIM MOM, -2 COACiL f k'{KxT 2. ANY COACH IIZ1101111+.8 TIiAN M SHOWN ON 11113 FLAN OR RF.FERYNCED ABOVE, THE PIER AND PAD FOR LAYOUT 111,ALL DR REVIEWED AND ATFROVED 1Y DONALD M. THARP A ASSMIATF,S. TYPICAL BEAM > EAhl SIZE NOTES: C D �� ��J E C T -I C�rN S 1. RFACSNO m1owN ON ims PLAN AP.t! FOl WHIT 10" AND 12" OF.AMS. 2. ANY /' 9EAM IS NOT TO CAN] ILEVER MORY •MAN f.0' ON EACH END Or UNiT AND SFACiNTO OF BEH/RIC PiP" CAN NOT EXCEED 14.0'. r Fin 3. ANY V BEAM 11 NOT TO CANIiLEVER M31LE THAN !.0 ON EACH END Of UNIT o AND !PACING OF 1EUMIC PIERS CAN NOT EXCEED 14.0'. �• � ~ N a o Ovq COACH l'LN DOUBLE WiDE MOBILE COACiI SCSI*: I" = 10' NOTE_: TM MORE THAN TRIPLE NIDE UNiTS, SUMMIT LAYOUT TO TIIARP k ASSOC. FOR APPROVAL STANDARD PiER & FOOTING SPACING PER MOIiIIX COACH MANUFACTURER'S 1NSTALiJITION MANUAL. Till, FOUNDATION SYSTE)4 11 SArt FOR IN:ITAII.ATiON 1N P1AOD PLAINS UPON REVIErt k APPROVAL BY "TAPP Re ASSOC. ooi6 v 7i�Oko Skvlxw ArPIt0VID wand to comlK*VM MOTO Arts4 im am JNrw, r.. :. fig 8 W1 �•I II tl #,-444. .. .91*411 —: . Vol.rrll�4- Sbw% 1..., •,.4 woes A►A 1TA>�Aa.4 SPA No. ✓ �� - 114 rum A.r---+ , /'� UFS SEE NOTE �F G1►��'E 4hii.9"'ii41�T i A ELEVATHIN NOT TO SCALE iA X PAT'EN'T' PENDING r IIVISIUMi •V 9/'9V96 - Ym 9/1ON VNI 10107/96 Ylt p N. ' tfps S < i j . :.: sof f k'{KxT r Fin �o o M �• � ~ N a o Ovq oO�00 N/ I� net* 08/29/96 scuts As Shown Drawn YMt) -- Job 95-36 Shoot of 1 sh..l.