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HomeMy WebLinkAbout061-630-004PY :1 061-630-004RESIDENTIAL SFD-Mobile Home PFS a. MH ON PERM FND PLANK GARY W & ANN E-01 ie t t� o i f� hnwvry�+Ya Y, �L .'�-.�.__�__ ._- ��_ -. _`.. .... ..-v�._vi... ..✓,.•.,..,._r ... _..._...r. ..,1 �. .. w,L�•�%1�_...a._ii._��SG.. .;Yi.,'W"W�TGirb�w� .. -.. — r 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: 267 LONESOME DOVE CIRCLE Owner: Permit NO: B07-1377 APN: 061-630-004 PLANK GARY W & ANN E, Issued Date: 08/13/2007 By KEJ Permit type: RESIDENTIAL 223 MONTEREY ST Subtype: SFD-Mobile Home PFS BRISBANE, CA 94005 Expiration Date: 08/12/2008 Description: MH ON PERM FND (415) 468-5592 Occupancy: R-3 Zoning: U Contractor Applicant: Square Footage: S R M CONTRACTING S R M CONTRACTING Building, Garage Remdl/Addn 61 LUMBER JACK LANE 61 LUMBER JACK LANE 1,596 OROVILLE, CA 95965 OROVILLE, CA 95965 (530)218-0733 (530)218-0733 Other Porch/Patio Total 260 1,856 FEE INFORMATION CWIF SF $2,411.06 DBFIRE SRA Fire Plan Review (S $102.70 CWIF SF $2,132.89 DBMSC Mobile Home Permit Fee. $350.34 CWIFAUD Impact Processing Audi $50.00 DBOMSCF Fire Safe Standards Re $115.98 CWIFDDS Impact Processing Fee $50.00 DBSMIP Residential $10.63 DBEH Building Review Fee $75.70 DBF MH Plan Check $233.56 DBFIRE Fire Inspection (SRA) R $102.70 Total Charged: $5,738.26 Fees Paid: $5,738.26 DBFIRE Fire Inspection (SRA) R $102.70 Balance Due: $0.00 Receipt No: B4182 LICENSED CONTRACTOR'S DECLARATION OWNER /BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that l am exempt from the Contractor's License S R M CONTRACTING 534976 / B / 07/31/2008 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 (commenci w Se n 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) min full rce an e — 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 X08/13/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: C r'S giVature 7 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 OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's 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.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED 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 Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compansation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be competed if the permit is for one hundred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS R!ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' ompensalion laws of California and agree that if I should be m .subject to the workers' ' X 0$/13/2007 compens rov' ns of Sec on 3700 of the Labor Co , s all forthwith comply with those Owner's Signature Date provi s. X 08/13/2007 I hereby certify that I have read this application and slate that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' CO PENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, 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 issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pro o er or au o act on &p property owner's behalf. . CONSTRUCTION LENDING AGENCY - L 8/13/2007 IH JNBEF6P_FJ4ALTY OF PERJURY that there is a construction lending agency for me f Per ittee Pri t Date the p o an of the work for this permit is issued. (3097 civ. code) Owner rlqwontractor OR.Agent for Owner Agent for Contractor FILE COPY ender's Address City State zip BUTTE COUNTY 0�����0 DEPARTMENT OF DEVELOPMENT SERVICES 0 o BUILDING PERMIT APPLICATION 0 o OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 o o A FEE WILL BE REQUIRED AT TIME OFAPPLICATION website: www.buttecounty.net/dds UN "PLEASE PRINT. CLEARLY" PERMIT NO. 0-7-13T BIN # PROJECT LOCATION AP# 0,1121_01�3o —00z P rt A ss n!4 rr►L avc._ C r City f` WORKER'S COMPENSATION Policy Number g 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 W RK: Sq FT- Living 0 Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: OWNER INFORMATION Last NameFirst Flood Zone Name SRA `4t�/ h Mailing Address Ph X ' �33 3 City / E-mail State i1/ Zip Class Phone Fax S E-mail PERMIT NO. 0-7-13T BIN # PROJECT LOCATION AP# 0,1121_01�3o —00z P rt A ss n!4 rr►L avc._ C r City f` WORKER'S COMPENSATION Policy Number g 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 W RK: Sq FT- Living 0 Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: CONTRACTOR Name Flood Zone Address SRA City �� _ /f State Zip 9S��S Ph X ' �33 Fax E-mail E-mail Lic. # State License Number Class PERMIT NO. 0-7-13T BIN # PROJECT LOCATION AP# 0,1121_01�3o —00z P rt A ss n!4 rr►L avc._ C r City f` WORKER'S COMPENSATION Policy Number g 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 W RK: Sq FT- Living 0 Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: ARCHITECT/ENGINEER Name Flood Zone Address SRA City No State Zip Phone Fax E-mail State License Number PERMIT NO. 0-7-13T BIN # PROJECT LOCATION AP# 0,1121_01�3o —00z P rt A ss n!4 rr►L avc._ C r City f` WORKER'S COMPENSATION Policy Number g 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 W RK: Sq FT- Living 0 Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: APPLICANT INFORMATION Name Flood Zone Address SRA City� No State Zip ,Wre fFax E-mail PERMIT NO. 0-7-13T BIN # PROJECT LOCATION AP# 0,1121_01�3o —00z P rt A ss n!4 rr►L avc._ C r City f` WORKER'S COMPENSATION Policy Number g 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 W RK: Sq FT- Living 0 Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA ves No Occ. Typ6 Const. i•�A l" BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM �-'- - (One form per Building) w�School District' �✓� I IN ��l Building Department No. Tax Rate Area No. A.P. Number I D(O�� Jurisdiction: City I County Property Owner Property Location/Address Subdivision Residential Development = No of Living Units Commercial/Industrial I / New X EZ( Mobile Home Installation 0 Addition Lot No. . ................................................................................................ Q Sq. Footage Addition/ 'Supplemental to (Group'R) Conversion Permit # Cr. Demo - ( ) see attached '(No foundation inspection) existing sq. ft. ................................................................................................... Net total sq. ft. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) District Identification No. A tD no I R. QW S -b School District certifies that (Street Address) (City) , (State) Sq. Footage (Including Exterior /^ Roofed Areas) lL/ Date (Payor) Code) (Phone Number) has complied with the requirements of Resolution No. S5 C� by payment of'$ _ representing �j b square feet. School District B 2926 $ FULL MITIGATION $ Date t Paid by Check # - Remarks: 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(a), 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 (school district), Yellow (building department), Pink (applicant) feeform.xls (12/06)dmm BUTTE COUNTY DEVELOPMENT FEE TrF• CERTIFICATION FORM • Assessor's Parcel Number (s): 061-630-004 Building Permit Number: B07-1377 Property Owner (s): PLANK GARY W & ANN E, Project Location/Address: Project Description: MH ON PERM FND Type of Residential Development Permit Type: RESIDENTIAL Permit Subtype: SFD-Mobile Home PFS Building Type:�j, f -� New/Additional Sq Ftg: 1,596 17 Certificate of Existing Square Footage Existing Sq Ftg: MH Replacement: Existing Construction Type: Demo Permit Issued?: Verified by Building Records: Comments: Building Departmen Repr sentative Demo Permit Issued Date: Verified by Assessment Records: 06/25/2007 Date FRRPD ❑ CARD PRPD ❑ DRPD certifies that: �❑ GG r�l 1J' �,1 41 3 0- 7 SE Applicant Name Phone Number (� 1 ern l�p>r ,r l(_ t✓� /ohk�,-P 41,/1 Mailing Address City State �— Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: I I U c O U Dwelling Units @ $ per unit for a total of $ Square Feet @ $ per sq foot for a total of $ Remarks: Paid by Check No: 6H q3 /Paid by Cash: Receipt No: 07 Recreation W Park District Representative Date 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 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: B07-1377 Location: Parcel Number: 061-630-004 _ Owner Name: PLANK GARY W & ANN E, Description: MH ON PERM FND Date: 06/25/2007 By: AAM Sub Type: SFD-Mobile Home PI Phone: (415) 468-5592 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 disturber one acre or more of land may result in revocation of grading and/or other permits or -other santions provided by law. Signed: Title: FILE Date: 06/25/2007 BUTTE COUNTY FEE SUMMARY Permit Number: B07-1377 Job Address: 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Contractor: S R M CONTRACTING 61 LUMBER JACK LANE OROVILLE, CA 95965 Printed: 06/25/2007 1:38 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt CWIF SF CWIFFIREF SF 1851-0-280-1011852 $366.35 CWIFPWRDS SF 1831-0-280-1011001 $1,337.55 CWIFFIREVE SF 1851-0-280-1011853 $707.16 DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 06/25/2007 $75.70 DBFIRE Fire Inspection (SRA) R 0100450001-4617240-1010 $102.70 06/25/2007 $102.70 DBF MH Plan Check 0100-450001-4617240-1010 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $233.56 06/25/2007 $233.56 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 1001-0-280-1011298 -$10.63 0100-450001-4617240-1010 $102.70 CWIFAUD Impact Processing Audi 0010-050-4617998-101001 $50.00 CWIFDDS Impact Processing Fee 0010-440001-4617999-1010 $50.00 DBMSC Mobile Home Permit Fee. 0010-440001-4210500-1010 $350.34 DBF MH Plan Check 0010-440001-4210500-1010 $233.56 06/25/2007 $233.56 CWIF SF CWIFSHERFJL SF 1800-0-280-1011811 $288.00 CWIFSHERFF SF 1840-0-280-1011841 $312.99 CWIFLBRYV SF 1825-0-280-1011828 $4.83 CWIFLBRYM SF 1825-0-280-1011827 $162.04 CWIFLBRYF SF 1825-0-280-1011826 $240.89 CWIFGGVE SF 1810-0-280-101001 $306.61 CWIFGGF SF 1808-0-280-101001 $664.81 CWIFSHERFVE SF 1840-0-280-1011842 $152.72 DBSMIP Residential 1001-0-280-1011298 -$10.63 59738.26 $411.96 Printed By: Alice Mefford Balance Due: $5,326.30 At the time of permit application, I was advised above fees are required prior to issuance of the permit. These fe c e -du ng the hecking process. Signature: Date: 06/25/2007 Pursuant to Government code Section 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). e California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau Reference Number: B07-1377 Location: Parcel Number: 061-630-004 Owner Name: PLANK GARY W & ANN E, Description: MH ON PERM FND 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Date: 06/25/2007 By: AAM Sub Type: SFD-Mobile Home PI Phone: (415) 468-5592 To meet the requirements of Government Code section 51182 and Public Resource Code 4291, the Butte County Development Services -Building Department 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. All development within the 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 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.. _ I have read and understand the above pre -inspection requirements. - 06/25/2007 Date Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Firel)revention/protplan/protplan.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 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 http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1377 Date: 06/25/2007 Location: Parcel Number: 061-630-004 Owner Name: PLANK GARY W & ANN E, Phone: (415) 468-5592 Description: MH ON PERM FND Signature of Property Owner: /(���// Date: 06/25/2007 SITE PLAN REVIEW APPLICATION Date: AN D 0 Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: Owners Name:�'�� Al 1�e_ Owners Address Telephone No.: Site Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family. Addition ❑ Single Family Remodel ❑ Mobile Home . ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial , ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other e ❑ Commercial Remodel ❑ Industrial Remodel Septic ❑ Well Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Other: Brief Explanation/Issue: 6E11— Zone: GP: DEVELOPMENT SERYWES INFORMATION (For Staff Ise) in Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved By Date Z� Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract Watershed Protection Overlay Zone SRA - (CDF to determine specific requirements) ❑ . 100 -Year Flood Plain: • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the. California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑, Cohasset Area Use Requires: ❑ Use Permit Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: General Plan: Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2. Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2. Parcel Created By: . Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger • ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ .Meet current Environmental Health Department requirements Subdivision Map/Parcel Map: Map Date of Recording: QDV 1 `t,01 Lot: Book: Page: Q9 7 3 STATE OF CALIFORNIA SURVEYORS CERTIFICATE COUNTY OF a� The anoe,ed map was prepared by me or under my direction end is eased On , 19�s, Dsfon me, Me und.nlprted, a Nelafy Pablie In otN for .. upon o field surrey in conformance with In, feaubements of the Subdlvlslon add Stale n . .0 Gountr, personally blanketed L3Ad$ty_S iCwkk Gf r.�b.k. _ Map Act ar rhe reouast ol—JYanen Naulman known to me to be the persero whose names subscribed , n April 1. 1961 ,1 heresy st a Mar ria port el mcp W..,e, ro the within tslrumanl and ocRnowladged la me rust In.y ececuladr the same. of the local agency hove be.. canopied with and mal tnl, parcel map conlonns to Me approved rematire mop and the condition of approval thereof which ' were required to be ful/Tiled prior to the filing of the parcel map. �. KAIK i b �wk sn kan :t.;• . VJohn W. Homby LS 2843 STATE OF CALIFORNIA '•rl �� a°�;� VV COUNTY OF f x� On ,19_,barwa me, the under.IV.d, a Notary Public, In and for said Stan and County, Personally appeared COUNTY SURVEYOR'S CERTIFICATE known re me to be In. Pelson e,Kufino the within Instrument on behalf al a ewporalion, and ocknowledged n me the? sold eorpwotlor, This map conforms with the requirements of Me Subd,I ion Mop Act and local blot.—. ...ledme .ams. //• d -Bt Datea� 3 - sur caumr sufY • Clay C."perrr F.C.E. 224 STATE OF CALIFORNIA RECORDER'S CERTIFICATE 1 of Cols S day of Yl -87 .^q,equest Boo COUNTY 1 a -1 pages &arAL at ma request d - 0,—,19_,bafwe me, !M undanignad, a Notary Public, In and for sale Slate and County, personally appeared Known to me to be the person —.11n9 In. within M.wmrant an bend/ or _ F7M Na wrporapon, and acknowledged to me that sold c rporatian -My Ss" Pre 8.1 C �1 Record . . ex.cutad tn0 some. /J� , /_ • 1-+ X 1 y, OWNER'S CERTIFICATE ��11 �J FKX 1-WVJ I ,-_Tecklo K. Naurtron as a..— of the mud os suborn on Ine o —d map,- as ap,- - sn"'I.e under Deed of Trust recorded In Book of Official Records of page ern . I.—, under Deed of Trust recorded in Book ' or Official Records of Page—, do hereby cerrlry roar we he only persons whose c sent I. ac ssary ro pass clear rill. ro re said land and w env to the preparation and rewjq,q,oh or sold map a3 shown wIMM. file colored border Ilne.. ^ AL EifEGulcrF,r ""`' ;la:irOF, AMENDED PARCEL MAP FOR TECKL A K. KA UFMAN LOT 3 IN THE NE I/4 OF THE NW I/4 SEC. 6 T.20 N. R.5 E MO.B.& M. BUTTE COUNTY, CALIFORNIA - JOHN W.HAMSY LICENSED LAND SURuEYOR ' .Paradise, California Portal., California P.O. BM H.K P.O. Bos 842 2532 Sneer 1.12 (916)877-6259 (916) 832-5571 O nr rla4q^/: ,a ° 3w. 500.43 399.43 -• 92.93 °° ..... N 0'33.26"W 1099.88 9' N •all. a. r•s.... 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Scale: 1"= /3O -k V Phone FOR OFFICE USE ONLY PROVIDE FOR ALL Zoning: ADJACENT PARCELS SIZE (AC): General Plan Desig: ZONING: Size, Acres GEN PLAN: a.00r - - USES: R®aQ�l ., ' ,,� i � i � r _ .. .� { J � � � � _.�� �'- <�, :! 9 � � � �?1> � o ?y `� i C .� ,a �,' �'�' iia ,.,,.,.� . �...,..�, „�,.,;,,, a j . , '. � . ;r l ;�: . t �,�. � ' , .. 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 PERMIT APPLICATION DATA SHEET Reference Number: B07-1377 Date: 06/25/2007 Location: By: AAM Parcel Number: 061-630-004 Sub Type: SFD-Mobile glome PI Owner Name: PLANK GARY W & ANN E, Phone: (415) 468-5592 Description: MH ON PERM FND The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS 1:1 E] Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 E3 E] LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 1:1 E] City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ Other: PARKS & RECREATION DISTRICTS ❑ Other: Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 El Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 urovwe Elementary scnool uistrict, 219.) Yard Street, Uroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 ❑ ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 Signature of Property z FILE Date: 06/25/2007 OTHER d� Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 0 ❑ Other: ❑ ❑ Other: 13 ❑ Other: Signature of Property z FILE Date: 06/25/2007 ' i m CS) v CD w 0 a CL - I SEE _QWG= �j9737-6RB FOR RIDGE BEAM & CEILING INFO OPT 10'-0" FRONT END PORCH ' 6Kes 6 EA. f 5•-6Y,• l 6-74V. 4• OPT. DLX. BA TH & DEN IN JBDRY - 3 4130'sP•5 u f.i. ®22'-SYeW de S1'_Bti•. /' of 1�'_a• DORMER_ ar • I I in o .0 1 " N 'N fM q g O 6�ri�-1' ��:ff 3"-D'�11'-9'1--8'-� �1t2' x`141 H= 41�-11• 1 1Y-61i•-6Yz'`a2 o w 6e¢ m VTJ I ou O O n Q Y m x � o W �o BDRY. Z56 KITC EWPlArin ✓ �' \f SQ. FT .if \/ % �i % �✓ m • ' gQ" v �✓ lZR v\.;ll ` y % v - \/ ✓ ,� FuRx. . , + , CO 1w B O UZO . 44J P. ' \ V / \/ \/ \.i �j �J .,/ ..%'✓ \.'' \• /� w d ni ✓ \/ ''J \✓ \/ \: V V' •� `wi 'v\% , % Q I m PORCH � m m Q I 01 r ` O d OPT 10'-0" FRONT END PORCH ' 6Kes 6 EA. f 5•-6Y,• l 6-74V. 4• OPT. DLX. BA TH & DEN IN JBDRY - 3 4130'sP•5 u f.i. ®22'-SYeW de S1'_Bti•. /' of 1�'_a• DORMER_ ar • I I in o .0 1 " N 'N fM q g O 6�ri�-1' ��:ff 3"-D'�11'-9'1--8'-� �1t2' x`141 H= 41�-11• 1 1Y-61i•-6Yz'`a2 o w 6e¢ m ® ELNEss ----= ECIM L1 M.0 a0 © p z 0 (Do 4@97 71 Pic T 6•] 1 14'-OY'� L3'-7j�'-{►eH• tY-tq1�' nf� 1.'J.� 1 22'-• ' 2S'-4- I"-J6dS11Llia� 2usBBYRfStf.i 64EJ�OF7�'D.g t8'-SS�i'. A Q.A.R. OVER DOORS NST. BDRM. = 35•D SQ. IN. :P PROVED'- BDRM.-2 = 26.2 S0. IN. DEN = 21.4 S4. IN. g J VTJ BDRY. Z56 KITC EWPlArin ✓ �' \f SQ. FT .if \/ % �i % �✓ ' gQ" v �✓ 191 SQ. FT. v\.;ll ` y % v - \/ ✓ ,� FuRx. . , + , UZO . 44J P. ' \ V / \/ \/ \.i �j �J .,/ ..%'✓ \.'' \• /� 3'-' 1 ----------- ni ✓ \/ ''J \✓ \/ \: V V' •� `wi 'v\% , % I t!2 / F PORCH 10'4 Q GIVING ROOM: MST. B.M. p 175 SQ. FT. 9z '— ® DEN B ; 3�1 SQ. FT �'-5�• sf sa n. 107 SQ. IT. I O J I i ® ELNEss ----= ECIM L1 M.0 a0 © p z 0 (Do 4@97 71 Pic T 6•] 1 14'-OY'� L3'-7j�'-{►eH• tY-tq1�' nf� 1.'J.� 1 22'-• ' 2S'-4- I"-J6dS11Llia� 2usBBYRfStf.i 64EJ�OF7�'D.g t8'-SS�i'. A Q.A.R. OVER DOORS NST. BDRM. = 35•D SQ. IN. :P PROVED'- BDRM.-2 = 26.2 S0. IN. DEN = 21.4 S4. IN. g J ADDENDUM TO SET UP MANUAL MARLETTE HOMES 400 W. ELM, P.O. BOX 910 HERMISTON, OREGON 97838 THE FOLLOWING PAGES ARE IN ADDITION TO THE SET UP MANUAL, AN ALTERNATE METHOD FOR SETTING UP A MARLETTE HOME. THIS ADDENDUM COVERS THE SETUP OF HOMES USING BOTH THE MAIN "I" BEAMS, AND PERIMETER BLOCKING COMBINED. FOR BLOCKING THE MAIN BEAMS ONLY, USE THE SET UP MANUAL. THE PIER AND FOOTING CAPACITIES IN THIS ADDENDUM MAY BE USED WITH THE "MAIN BEAM" (ONLY) BLOCKING IN THE SET UP MANUAL ALSO. THE MINIMUM SET IS BASED ON 30 LB. MIDDLE ROOF ZONE. SETTING TO SOUTHERN ROOF ZONE (20 PSF) IS NOT ALLOWED AS HOMES ARE BUILT TO THE MIDDLE ZONE. PAGES 1, 25 AND 3 COVER 14, 289 AND 42 WIDES. PAGES 4; AND 5 COVER 16, 329 AND 48 WIDES. ALL OTHER PAGES COVERS BOTH44 THROUGH 48 WIDES. = � M 9-5-00 BUTTE COUNT TAA DESIGN REVIEW RflVInW nl Innse plana Uonr, nm anthonre pp q(� g p A (/ SIO OI eppTYb filly UninllbblUn Ur UUUI i.n f1Uln ts.1](Sdentla.- the Feaerel ldAmne _ur4A H41ne tij UN RdN i07 IG7 b U I DING D Y.JS • f({�Dn�/y'1g{ APP OA �a 1�17y 1fL'�. NovT q Iy ^9 IVLI COPY C�La�dL NOT COPY .L?L� (Q b m I This phae iv I" mcWslve prepeny of T R. Annld L .tU:lnrJnlUb, Irlb, !. ib j -10 —d oy a Fndara; Unounlichen CopyricEl. , 5 0 SES' UP ADDENDUM EX MARLETTE HOMES, HERMISTON, OREGON PAGE 1 '14 WIDES, 28 WIDES, & 42 WIDES. LOADS FOR PERIMETER, MAIN "I" BEAM, & MARRIAGE LINE BLOCKING. FOOTING SIZE CAPACITY. PAGE 2 BLOCKING EXAMPLES WITH PARS ON GROUND, FOR 14, 28 & 42 WIDES. PERIMETER BLOCK OFF-SkTS. PAGE 3 BLOCKING EXAMPLES WITH POURED RUNNERS, FOR 14,28 &.42 WIDES. PERIMETER BLOCK OFF -SETS. PAGE 4 16 WIDES, 32 WADES, & 48 WIDES. LOADS FOR PERYMETER, MAIN "I" BEAM, & MARRIAGE LINE BLOCKING.- FOOTING LOCKING:FOOTING SIZE CAPACITY. PAGE 5 BLOCKING EXAMPLES WITH PADS ON GROUND, FOR 16,32 & 48 WIDES. PERIMETER BLOCK OFF -SETS. PAGE 6 INSTRUCTIONS ON HOW TO USE FILL OUT PAGE 97 FOR INSPECTORS TO LOOK AT. , PAGE 7 .FORM TO FILL OUT FOR INSPECTORS TO CHECK THE SETUP TO. FOOTING SIZE CAPACITY CHART. PAGE 8 DIFFERENT PIER TYPES, AND THEIR CAPACITIES. PAGE 9 FOOTING PAD SIZES AND THEIR CAPACITIES. PAGE 10 POURED RUNNER SIZES AND THEIR CAPACITIES. PAGE 11 POURED RUNNER SIZES AND THEIR CAPACITIES. PAGE 12 POURED RUNNER SIZES AND THEIR CAPACITIES. PAGE 13 TIE DOWN STRAPS FOR DIFFERENT PORCH CONFIGURATIONS. PAGE 14 TIE DOWN STRAPS FOR DIFFERENT PORCH CONFIGURATIONS. PAGE 15 ATTACHING POD UNIT, BLOCKING. ATTACHING POD UNIT, TIE DOWN STRAPS. -PAGE 16 INSTRUCTIONS ON USING "POCKET PENTROMETER".PR WHERE TO PURCHASE POCKET PENTROMETER �S PAGE 17 TEST SHEET FOR INSPECTORS FOR THE USE OF POCKET PENTROMETER TRA DESIGN REVIEW A.A.. N Ihrrea plans dhnn nal mdh.fte or approve wry unmdsaieh or d.0alion bona ' �' •' ' 9-25-99 the FenerN FAenalsnmred Norhe conw-al" S Sorely Slaridartli. Nov 7, 2005 DO NOT COPY Thi. pane Is the a -dust- propeny el 7'.R. Al.old F Aaenaalo:. In: t. il: prnlnacU by u FedAral U pdblished (:cpydgnl. T-1.53 MARLETTE HOMES PIER CAPACITYS 14FT. 28 FT. & 42 FT. W1DES. MAIN "I" SEAM PIER LOADS. (THE ROOF LOADS DO NOT EFFECT THE MAIN BEAM LOADS.) SPACING 1 FOOT 12FOOT 13FOOT 4 FOOT 5 FOOT 6 FOOT 7 FOOT 18FOOT PIER CAPD 412 LBS.1 824 LBS. 1236 LBS. 1648 LBS -1 2060 LBS. 12472 LBS. 2884 LBS.3296 LBS. THESE FIGURES ARE GOOD FOR ALL LENGTHS OF HOMES. PERIMETER BLOCKING. r.r nt w r r -n fill eonate enr_C CGF PArf=,S ffi R/LOAD LB.LL 1 1 FOOT 320 2 FEET 640 3 FEET 960 4 FEET 1280 5 FEET 16000 T ]7FEET 240 8 FE30 256040 LB.LL 400 800 1200 1600 2000 Z2400 800 320060 LB. LL 1 576 1152 1728 2304 28806 3.56 S.F. 032 4608 80 LB. LL 736 1472 2208 2944 36806 7688 . 5152 5888 100 LB. LL 897 1 1794 2691 1 3588 4485 5382 6279 1 7176 120 LB. LL 1057 1 2114 3171 1 4228 5285 6342 7399 1 8456 cnn--elite c171= [:®PAC;ITY- FOOTING FOOTING 4 FEET SOIL BEARING CAPACITY (PSF) 6 FEET SIZE (IN.) AREA 1000 PSF 11500 PSF 2000 PSF 2500 PSF 3000 PSF. 13500 PSE 4000 PFS 12" X 12" 1 S.F. 1000 LBS. 11500 LBS. 2000 LBS. 2500 LBS. 3000 LBS: 3500 LBS. 14000 LBS. 16" X 16" 1.78 S.F. 1778 LBS.1 2667 LBS. 3556 LBS. 4450 LBS. 5333 LBS. 6230 LBS. 7112 LBS. (2) 1 2X1 2 2 S.F. 2000 LBS.1 3000 LBS. 4000 LBS. 5000 LBS. 6000 LBS. 7000 LBS 8000 LBS. (2) 16Xi6 3.56 S.F. 3555 LBS. 5333 LBS. 7111 LBS. 8900 LBS. 10667 LB 12460 LBS 14221 LB MARRIAGE LINE WALLS MUST BE SUPPORTED. ®enc i nen icnD RA,&PP1A[;1= I IKIF WALL BLOCKING) ......,. `moi. Yar R/LOAD 1 FOOT 2 FEET 3 FEET 4 FEET 5 FEET 6 FEET 7 FE 8 FE 30 LB.LL 534 1068 1602 2136 2670 •3204 3738 4272 40 LB.LL 667 1334 2001 2668 3335 4002 4669 5336 60 LB. LL 961 1922 2883 3844 4805 5766 6727 7688 80 LB. LL 1227 2454 3681 4908 6135 7362 8589 9816 100 LB. LL 1494 2988 4482 -5976 7470 8964 10458 11952 120 LB. L 1761 3522 5283........._... 7044 8805 10566 12327 14088 i. r.rusu�n I self TIBC TO DETERMINE THE LOAU5 A I tAUM Z:liut Ur Jlucvvr��� ABOVE "MARRIAGE LINE BLOCKING" CHART. COMBINATIONS OF FOOTING$IZES-AND SPACINGS MAY BE USED IF BASED ON THE ABOVE CHARTS. SEG rr SEE NEXT PAGE FOR ADDITIONAL EXAMPLES: �� �`:`�i�'-'-'�.i�'• I SSW 6111198 R -i.. TAA DESIGN REVIEW 01 IIIPstl plans d..res n0I .11. . Ot PpmOVPQnV OinnIIPPIOn Of dP.21!pn QOIn tno F.=! BPanu6 —d H.— Const—clip-5 Setery SYsnde!ds. Nov 7, 2005 DO NOT COPY TW.. p pe U —Juni..IM: dnni.P p�Opo, o! T.R. A—Id G As ... W.. Inc. L in .1cmdsd by 0 Fed—I Lnjjublisn0d COPydgia. PAGE 1 �`'��n'G1tX991 T-l.rrA MARLETYE HOMES aAMPLE.- 14 WIDE. M ®®ELS 30 LB. ROOF LOAD WITH 1,000 LB. SOIL BEARING CAPACITY (1) 16-1 16"X 4" CONCRETE FOOTING @ PERIMETER & MARRIAGE LINE WALLS = 1,776 LBS. CAP. (1) 16"X 16"X 4" CONCRETE FOOTING @ MAIN BEAM BLOCKING LOCATIONS = 1,776 LBS. CAP. I PERIMETER 5'-6" O.C. - � MAIN BEAMS 4'-3" O.C. 14 WIDES 2S WIDES, 42 WIDES. MARRIAGE LINE WALL SUPPORTS MARRIAGE UNE WALL SUPPORTS 3'-4" ON CENTER 3'-4" ON CENTER COLUMN SUPPORTS PER MODEL REQUIREMENTS. PLE: 1 ` WIFIE EL ZS 30 LB. ROOF LOAD W(TII 1,000 LB..SOIL BEARING CAPACITY. ( 2) 16"X 16"X 4" CONCRETE FOOTING @ PERIMETER & MARRIAGE LINE WALLS = 3,555 TBS. CAP. ( 2) 16"X 16"X 4" CONCRETE FOOTING @ MAIN BEAM BLOCKING LOCATIONS = 3,555 LBS. CAP. PERIMETER 8'-0"C O.. > o 0 0 0 0 0 0 0 MAIN BEAMS 81-0" O.C. 14 WIDES 28 WIDES, 42 WIDES. MARRIAGE LINE WALL SUPPORTS J MARRIAGE LINE WALL SUPPORTS 6'-7" ON CENTER 8'-7" ON—CENTER--' .-- I COLUMN SUPPORTS PER MODEL REQUIREMENTS• WOOD FLOOR .••. --." TRA DESIGl7 REVIEW ' RA 11IGH REVIEW' R -i— N Ihnoo pl—n d.ou nul wltwdm or amm or d nn oom '4 X 4'TIMBER`PICKS UP 2 OR 3 FLOOR JOISTS I .• / sp Ilib Ferlora1,110-taClurnd liume conshucf ns3elelySlsndmdc. WEDGES INSTALLED SAME � Nov 7, 2005 Do NOT COP DIRECTION AS TIMBER IS RUNNING. 3I �� `• �1, i9�/�1 This Pago is leo ovtluslve pmpar;r N D ,� t O� 77 T.R. Amold L hiSU[1"leS. mo. L IS PrNaNad by a Faduml Unpuhliohod Copyrio:l. �� J • �y •.. 2"X B''r_ 16" 6Y0DD BLOCK �, CONCRETE BLOCKS 8"X 16"X 4" (OR 2") CONCRETE CAP _ �� FOOTING @ -1.55 ° = 6111198 MAREEYTE HOMES E MPLE: 14 WIDE MODELS 30 LB. ROOF LOAD WITH 1,000 LB. SOIL BEARING CAPACITY. MIN. 5 1/2' TRICK CONCRETE POURED RUNNER MUST EXTEND 4" PAST BLOCKS = 2,600 LBS. CAP. SEE PAGE 10, DETAIL "A". PERIMETER 8'-4' D.0 MAIN BEAMS 6-3" O.C. 4' MIN. -- Q U L POURED RUNNER 14 WIDES 28 WIDES, 42 WIDES. r N u c MARRIAGE LINE WALL SUPPORTS MARRIAGE UNE WALL SUPPORTS W-10" ON CENTER 4'-10" ON CENSER COLUMN SUPPORTS PER MODEL REQUIREMENTS. i EMMPLE: 14 WIDE ®El.Q 30 LB. ROOF LOAD WITH 1,000 LB. SOIL BEARING CAPACITY. ( 1) 16"X 16"X 4" TRICK CONCRETE BLOCK ON TOP OF MIN. 5 1/2' THICK RUNNER. I MIN. 5 1/2" THICK CONCRETE POURED RUNNER MUST EXTEND 4" PAST BLOCKS = 4,000 LBS. CAP. SEE PAGE 10, DETAIL "A". 4" MIN. i PERIMETER 8'-O" O.C. 0 0 0 0 rrn I MAIN M O.C. POURED RUNNER WITH ADDED 14 WIDES 28 WIDES, 42 WIDES. ml BLOCK U MARRIAGE LINE WALL SUPPORTS / MARRIAGE UNE WALL SUPPORTS 7 „ T -F" ON CENSER. WRWADDED i : WISH ADDED \i i BLOCK i COLUMN SUPPORTS PER MODEL REQUIREMENTS. i .�••:—_ _ Ig I .-._. WOOD FLOOR _�+�AX l t^iP f`�' >' JTZ i TRA DESIGN REVIEW 4 X 4 TIMBER PICKS UP • • - - Retiew of these plans does not aulhova 2 OR 3 FLOOR JOISTS ••• I PIC ) � or app -11 any ,nmicsi.n m d -Jolla" anm I i the Fedeml Manulactured Home.' Conalmclion a Smoly Slandama. WEDGES INSTALLED SAME Nov 7, 2005'5 DIRECTION AS TIMBER Do NOT COPY IS RUNNING. We page h 'I'.H. ymold Hc. 1— by n FedarW U,,palihode CproorsppvepnrlrpyRoolmBLOCK f cd 2"X 8"X 16" WOOD BLOC XX I p• i8'x 16"X 4" (OR 2") ' CONCRETE BL®Ch CONCRETE CAP POURED RUNNER page 3 1 T-1.56 TRA DESIGN REVIEW fin -A.. of (hese psms docs ml Wilarite w approve arry omminiea m &.1.1on hem I'm Fodural Marm.m—cl Homo Conahuclion L S.Isly SlanUards. NOV 7, 2005 DO NOT COPY I'd' Pape Is the e:erusivo propadv m T.R. dm.ld S Assoda1 Inc. 6 is m.led.d oy a Federal UnpotNLthod Copynpnl. MA LETTE HOMES PIER CAPACITYS 1 CFT., 32 FT. & 48 FT. WIDES. ' -MAIN °"I" BEAM PIER LOADS. (THE ROOF LOADS DO NOT EFFECT THE MAIN BEAM LOADS.) SPACING I FOOT • j 2 FOOT j3 FOOT 4 FOOT 5 FOOT 6 FOOT 7 FOOT 8 FOOT PIER CAP. 478 LBS.1 956 LBS. 1,434 LBS 1,912 LBS 2,390 LBS.2,868 LBS 3,346 LBSj 3,824 L'. THESE FIGURES ARE GOOD FOR ALL LENGTHS OF HOMES. PERIMETER BLOCKING. .nl rnr�an ant -_C: CPS= PArF'S t 9l w,; Jnr% -r1 If-- Q179= r .APA IT , FOOTING 1 FOOT ! 2 FEET 3 FEET 4 FEET 5 FEET 6 FEET 7 FEEZ 8 FEET IR/LOAD 30 LB.LL 360 j 720 .1080 1440 1800 2160 2520 2880 40 LB.LL 450 ; 900 1350 1800 2250 2700 3150' 3600 60 LB. LL 648.1 1296 1944 2592 3240 3888 j 4536 5184 80 LB. LL 828 1656 2484 3312 4140 4968 5796 6624 100 LB. LL 1008 2016 3024 4032 5040 6048 7056 8064 .120 LB. LL 1188 j 2376 3564 475.2 5940 7128 8316 9504 Jnr% -r1 If-- Q179= r .APA IT , FOOTING FOOTING 5 FEET SOIL BEARING CAPACITY (PSF) 7 FE SIZE (IN.) AREAj 1000 PSF 1500 PSF 12000 PSF 2500 PSF 3000 PSF 3500 PSF 4000 PFS 12" X 12" 1 S.F. 11000 LBS. 1500 LBS. 2000 LBS. 2500 LBS. 3000 LBS. 13500 LBS: 4000 LBS. 16" X 16" 1.78 S.F. 1778 LBS. 2667 LBS. 3556 LBS. 4450 LBS. 5333 LBS. 16230 LBS. 7112 LBS. (2) 12X12 2 S.F. 2000 LBS. 3000 LBS. 40001 5000 LBS. 6000 LBS. 17000 LBS 8000 LBS. (2) 16X16 13.56 S.F. 3555 LBS. 5333 LBS. 7111 LBS. 8900 LBS. 10667 LB 12460 LBS 14221 LB MARRIAGE LINE WALLS MUST BE SUPPORTED. �r,t,1T1 nAr% 19:nQ UAPPI®rT I Me WALL BLOCKING) Y\VVI LV!'�af . vr� .v.• ....... R/LOAD 1 FOOT 2 FEET 3 FEET .— 4 FEET 5 FEET 6 FEET 7 FE 8 FE 30 LB.LL 613 1226 1839 2452 3065. 3678 4291 4904 40 LB.LL 767 1534 2301 3068 3835 4602 5369 6136 60 LB. LL 1104 2208 3312 4416 5520 6624 7728 8832 80 LB.LL 1411 2822 4233 5644 7055 8466 9877 11288 100 LB. LL 1717. 3434 5151 6868 8585 10302 12019 13736 120 LB. LL 2024, 4048 6072 8096 10120 12144 14168 16192 .•. rw.a 1 1 /1 f1C All AI r-10 1 ICG TWI: TO DETERMINE I HE LUAuZ� A I CAUrl 011JC Vr vFv�..r�l ••• -- – -- ABOVE "MARRIAGE LINE BLOCKING" CHART. COMBINATIONS OF FOOTING SIZES AND SPACINGS MAY BE USED IF.BASED ON THE ABOVE CHARTS._ ,...___..... .. ... ... SEE NEXT PAGE FOR ADDITIONAL EXAMPLES: ��7�O�!� 6111198 PAGE 4 T-1.57 MARLETTE. HOMES EMMP-LE: 16 WIDE MODELS �® LB. HOOF LOAD /ETH 1,0®O LB. SOIL BARING CAPACIT'I'. ( 1) 16"X 16"X 4" CONCRETE FOOTING @ PERIMETER & MARRIAGE LINE WALLS = 1,778 LBS. CAP ( 1) 16"X 16"X 4" CONCRETE FOOTING @ MAIN BEAM BLOCKING LOCATIONS = 1,778 LBS. CAP• PERIMETER 4'-11" O.C. r - n L - 19111N BEAMS 3'-8" O.C. / 16 WIDES 32 WIDES & 46 WIDES. ' I K ARRIAGE UNE WALL SUPPORTS MARRIAGE LINE WALL SUPPORTS I 2'-10" ON CENTER 2'-10' ON CENTER COLUMN SUPPORTS PER MODEL REQUIREMENTS. PLE: 16 WIDuE RHODELS 30 LB. HOOF LOAD WITH 1,000 LB. SOIL BEARING CAPACITY. ( 2) 16"X 16"X 4" CONCRETE FOOTING @ PERIMETER & MARRIAGE LINE WALLS = 3,555 LBS. CAP. ( 2) 16"X 16"X 4" CONCRETE FOOTING @ MAIN BEAM BLOCKING LOCATIONS = 3,555 LBS.. CAP. PER]METER S' -O" O.C. I MAIN BEAMS T-9' O.C. MARRIAGE LINE WALL SUPPORTS 5'-9" ON CENTER COLUMN SUPPORTS PER MODEL REQUIREMENTS. ---- --- -------WOOD FLOOR '��_.: _�•_ _:,.. TAA DESIGN a=_viEtiv 4 X 4 TIMBER PICKS UPi Floviva nl tiucec o4t: dnas rmt mUbaim 2 OR 3- FLOOR JOISTS - or ap n,ry ommiveion w dnuiaflon vom i the Inc FoUelal Mlmldadumd tlmm� - Co..Ilion & solely Slond"STALL :ds. WEDGES INED SAME I� N;v 7, 2005 DIRECTION AS TIMBER DO NOT COPY IS RUNNING. 'I his pnoo is mo ozdusivc p:apuny d T.R. Nnoid & As...i"..' Inc & is p:oteded / Dy o FP.dolal Unpunucned CopydpN. 2.X 8"X 16" WOOD BLOCK 8'7: 1617: 4" (OR 2" CONCRETE CAP 1798 UARRI&6F I WE WALL SUPPORTS PRG I t. 18 r • ii=LO�J � 1 a�• 21 F 30.�� CONCRETE BLOCKS —j 58 PAGE FOOTING MARLETTE HOMES . 400 WEST ELM, P.O. BOX 910 HERM[ISTON, OREGON 97838 TRA DESIGN REVIEW Ravin" of Ih-. piano tloaa nm aNhod[a m apprcrvo any ommlonlon or dmAallon hom Ino Fudund Mlwiwadurud Honor Con"ruction L Safely Slaadmda. Nov 7, 2005 DO NOT COPY Thi. pa9, 1a 14, a Iuat.•e pmpody m T. R. Amend s AwadWes, we 6 12prmeded by a Fc(fort Unpubli;hud CopydBld• USE THE FOLLOWING PAGE TO DETERMINE THE BEST METHOD OF BLOCKING YOUR HOME, (WITH THE FOOTINGS PLACED ON THE GROUND.) CONSIDER THE USE OF ONE VERSUS TWO 16"X 16" FOOTING BLOCKS. (1) BLOCK ON 1,000 PSF SOIL IS GOOD FOR 1,778 LBS. (2) BLOCKS ARE GOOD FOR 3,555 LBS. YOU CAN SPREAD YOUR PIER SUPPORTS FARTHER APART WITH (2), THAN YOU CAN WITH (1). 1. DETERMINE THE LBS. PER SQ. FT. THE SOIL IS GOOD FOR IF YOUR NOT AWARE OF THE SOIL PSF IN YOUR AREA,, ASSUME A 1,000 PSF. 2. DETERMINE WHAT TYPE OF FOOTING WILL BE USED ON THE GROUND. PADS, (WHAT SIZE) POURED 'RUNNERS, (SIZE AND THICKNESS) (RE -BAR REQUIRED?) (ASSUME A POURED RUNNER, 5 1/2" THICK, AND A MIN 24" WIDE.) ,(ASSUME 1,000 LB. SOIL BEARING CAPACITY.) (ASSUME USING 8"X 16"X $" CONCRETE BLOCKS FOR A PIERS.) THIS COMBINATION IS GOOD FOR A LOAD OF 2,600 LBS.. PER PAGE #10. •3. TO DETERMINE THE SPACING OF THE PIERS UNDER THE MAIN 'I" BEAMS. (ASSUME A 30 LB ROOF. LOAD) GO TO PAGE #1 FOR 14 WIDE FLOORS, OR PAGE #4 FOR 16 WIDE FLOORS. -GO, TO "MAIN BEAM PIER LOAD" CHART. FIND THE PIER SPACING WITH A LOAD JUST UNDER THE 2,600 LB. CAP. WE DETERMINED IN LINE (2) ABOVE. 6'-0" ON. CENTER SHOWS 2,472 LBS. IF YOU WANT IT CLOSER, YOU CAN DIVIDE THE 1'-01I LOAD ON THAT CHART INTO THE 2,600 LB. FOOTING CAPACITY FOR THE FEET AND INCH'S. 412 2,600 = 6.311 FT. OR 6'-3" ON CENTER SPACING. . 4. TO DETERMINE THE SPACING OF THE PIERS FOR THE PERIMETER, AND MARRIAGE LINES. FOLLOW THE STEPS IDENTIFIED IN STEP 43 ABOVE USING THE CORRESPONDING CHARTS. . ANY OPENINGS IN THE SIDEWALLS 4'-0" WIDE AND OVER, MUST BE SUPPORTED AT EACH EDGE OF OPENING. "THIS CAN BE DONE BY OUTRIGGERS AT THE FACTORY, OR WITH CONCRETE BLOCKS. TO DETERMINE THE LOAD UNDER SIDEWALL OPENINGS, USE THE SPACING SHOWN ONTHE ' "MARRIAGE LINE WALL BLOCKING" CHART ON PAGES #1, AND #4, THE FOOTING SIZE CAN BE DETERMINED FROM THAT. PERIMETER BLOCKING IS NOT REQUIRED UNDER SIDEWALL OPENINGS IF THE OPENINGS ARE BLOCKED UNDER EACH END. 915/00 T-1-59 PAGE 6 TAA DESIGN REVIEW Review of Weae plana dues nal aulladea or approvn arty nmadsrlon m davWion uom U. Foderal Manuladured liume '. Conslmciton & Safety Standards. Nov 7, 2005 C00 NOT COPY This pa r. Ls It.. c:duatvopropadv at GIN,- ,O OfiE ,SJ . .. .. ROOF LOAD Be 14, 28, OR 42 (TRIPLE WIDES) CHECK ONE BOX.' OR OU 16, 32, OR 48 (TRIPLE WIDES) C ''an 21 �9g� (_) 16"X 16"X 4" BLOCK IN -PSF SOIL = LB. CAP. (_) 16"X 16"X 4" FOOTINGS RAIN "I" BEAMS = LB. CAP. (_) OTHER SIZE SOIL CAPACITY X SQ. FT. OF PAD = LB. CAP. POURED CONCRETE RUNNERS [2,600 LBS. CAPACITY IN 1,000 LB. SOIL 1 (—) [4,000. LBS. CAPACITY IN 1,000 LB. SOIL OTHER I 0 0 PERIMETER n n n � O.C. MAIN BEAMS 0. C.. n: ' m m O L' O � � MARRIAGE LONE WALL MARRIAGE LINE WALL SUPPORTS- SUPPORT ON CENTER ON CENTER COLUMN'S'UPPORTS PER MODEL REQUIREMENT COMBINATIONS OF FOOTING SIZES AND SPACINGS MAY BE USED IF BASED ON APPROVED ADDENDUM CHARTS. T-1.60 PAGE 7 6111/96 TR Arn�lccri As. ARLETTE HOMES PIER CAPACITYS byaFadoralUPabd had Cao de tIS riad FOOTING SIZE CAPACITY: I a SOIL BEARING CAPACITY (PSF) � DOTING DO 1 FOOTING ' 11000 PSF 1500 PSF 2000 PS F i 2500 PSF -13000 PSF 3500 PSF 4000 PFS j f (IN.) IZEZ" :AREA ' ; 1500 LBS. j 2000 LBS. j 2500 LBS. 3000 LBS. 3500 LBS. 4000 LBS. X 12" 1 S.F. F 1000 LBS. j 1778 LBS 1 2667 LBS j 3556 LBS 4450 LBS 15333 LBS. 6230 LBS. X7112 LBS. 6 X 16 j 1 78 S j 2 S.F. j 2000 LBS. i 3000 LBS. 4000 LBS" 15000 LBS 6000 LBS 7000 LBS 8000 LBS LBS j ?) 12X12 21 16X16 j 3.56 S.F. j 3555 LBS. ; 5333 LBS.. 7111 LBS. 8900 LBS. 10667 LBS. 12460 LBS. 14221 GIN,- ,O OfiE ,SJ . .. .. ROOF LOAD Be 14, 28, OR 42 (TRIPLE WIDES) CHECK ONE BOX.' OR OU 16, 32, OR 48 (TRIPLE WIDES) C ''an 21 �9g� (_) 16"X 16"X 4" BLOCK IN -PSF SOIL = LB. CAP. (_) 16"X 16"X 4" FOOTINGS RAIN "I" BEAMS = LB. CAP. (_) OTHER SIZE SOIL CAPACITY X SQ. FT. OF PAD = LB. CAP. POURED CONCRETE RUNNERS [2,600 LBS. CAPACITY IN 1,000 LB. SOIL 1 (—) [4,000. LBS. CAPACITY IN 1,000 LB. SOIL OTHER I 0 0 PERIMETER n n n � O.C. MAIN BEAMS 0. C.. n: ' m m O L' O � � MARRIAGE LONE WALL MARRIAGE LINE WALL SUPPORTS- SUPPORT ON CENTER ON CENTER COLUMN'S'UPPORTS PER MODEL REQUIREMENT COMBINATIONS OF FOOTING SIZES AND SPACINGS MAY BE USED IF BASED ON APPROVED ADDENDUM CHARTS. T-1.60 PAGE 7 6111/96 MARLETTE HOMES "ON, OREGON STEM WALL "TYPICAL =OUNDATION SYSTEM OF HOME." V .. 24" X 24" X 24" CONCRETE FOOTINGS TYP. PORCH 24" SONA TUBES C S— _sIS TT.. X. MA48" POSTS _ �— SONA O TUBES. K qA�ry: t�Gti� EQ ! OZws ' S MTC " 0f/0.9r96 ;SIS PIER SUPPORTS. :APACITY. .INE AND SIDE WALL PPORTS, 3,000 LBS. CAP. TRAPS CROSS STRAPPED ►L LOADING. STRAP ANCHORS ARE INSTALLED IN THE FOOTINGS AND ARE OF.AN APPROVED TYPE. THE STRAPS MUST BE LISTED FOR MIN. 4,725 LBS. (CENTER SECTION ONLY.) 1. (1) A23 CLIP WITH STEEL Vii SELF TAPPING SCREWS. 2. 4" X 4' PRESSURE TREATED IT SUPPORT POST, MAX. 46". MIN. HF 02 POSTS. 48" 3. ABU 44 POST HANGER KAX4 0 TUBE POURED TOP FULL OF CONCRETE. evv S. 24" X 24"X 24' CONCRETE 4$" FOOTING. MAX. 36" 12" RE -BAR FRAME INSIDE 6. T T"n THE SONO TUBE, SET.7" INTO �— 6 FOOTING WITH ET 22 APDXY. INSTALLED IN FOOTING ON A 30 DEGREE ANGLE. 1. (1) A23 CLIP WITH STEEL #10 SELF TAPPING SCREWS. T 2. 6' X G' PRESSURE TREATED SUPPORT POST, MAX. 41M TOP MIN. HF #2 POSTS. EW 3. ABU 66 POST HANGER 4. 24" SONO TUBE POURED 36" FULL OF CONCRETE. MAX. © 5. FOOTING X 24' CONCRETE S. 112' RS -BAR FRAME INSIDE THE SONO TUBE,SET 7" INTO 5 FOOTING WITH ET 22 APDXY. INSTAL I ED IN FOOTING ON A 30 DEGREE ANGLE. TALL PORCH PIER SUPPORTS I T-1. 1 61 .1 CLAYTON HOMES I JLF 12-30.05 TRA DESIGII REMY! lie.».. m.rc.o nmv crone ea s,wv.. a .pmw wu M Feaertl M.Mw"U.am Ww"+c • b.wr Sl.a.mrc jair. 5.. ZQ9n MARLETTE HOMES . BLOCKING CAPACITIES AND CONFIGURATIONS MARRIAGE LINE RIM RAIL ' 4" TYPICAL IF THE PIER IS ONLY SUPPORTING ONE MANUFACTURED PIER RIM JOIST, ADD (3) 3/8' X 3" LAOS AS SHOWN. FOOTING'_ SIZED PER FOOTING CHART MAX. 4,000 OR 6,000 LB. CAPACITY DEPENDING ON PIER LISTING. SIDE WALL, MAIN BEAM, OR MARRIAGE LINE i SUPPORT PIER. � TYPICAL MANUFACTURED PIER FOOTING SIZED PER FOOTING CHART qty MAX. 4,000 OR 0,000 LB. CAPACITY DEPENDING ON PIER LISTING. �» SIDE WALL, MAIN BEAM, OR MARRIAGE LINE SUPPORT PIER. GES i` � 2XBX18" WOOD BLOCK MAX. 48• ' CONCRETE PAD CONCRETE BLOCKS FOOTING SIZED PER FOOTING CHART MAX. 15,000 LBS. CAPACITY 9-5-00 REVISED 11-14-05 MARRIAGE LINE RIM RAIL TWO WOOD WEDGES #2 OR BETTER DOUG FIR MAX, 48" 4X4 PRESSURE TREATED SUPPORT POST FOOTING 1TX18'X4' i _r' CONCRETE BLOCK _I- - MAX. 3,400 LB. CAPACITY ON 18" X 16" i4' CONCRETE BLOCK. MAX. 3,400 LB. CAPACITY ON POURED CONCRETE RUNNER. 4X4 POST SUPPORT. INSTALL A 3"X 5"X3/8" - SIDE WALL, MAIN BEAM, 'C' CHANNEL WHEN PIERS OR MARRIAGE LINE � �� �� / ARE DOUBLED. SUPPORT PIER. <___ M TYPICAL MANUFACTURED PIER FOOTI,.-/ y SIZED PER PRO FOOTING CHART MAX. 0,000 LBS. CAPACITY. -PENDING ON PIER CAPACITY. `0'ZI" zom„ %/ % �5 (2) SETS OF 2 X 8 X 16” WOOD BLOCK,LENGTH 21i WEDGES. WAYS OF FLOOR SIDE WALL, MAIN BEAM, RAIL OR BEAMS. OR MARRIAGE LINE \ 2 X 8 X 18" WOOD SUPPORT PIER. jj BLOCKS. 8" X 18• X 4" ' '{ CONCRETE BLOCKS. ay 8"Xle, X8• Y 80 CONCRETE BLOCKS, `0 e•x1e•xa• CONCRETE BLOCKS. (FOR HEIGHT ONLY) (NOT REQUIRED) FOOTING SIZED PER FOOTING CHART DIFFERENT PIERS AND THEIR CAPACITIES MAX. 24,000 LBS. CAPACITY T-1.61 THA DESIGN REVIEW R"iew at Page plans Coes not elAnorixe or approve Federal Umnll.ai cl 01 deviation Ifpin ��� e �--�� HOMES Coe Fede,al A& S.I 1y sla Home - tlLIBL- ® ® M ClmUlnn L Saloly 91wtAutds. � ' Nov!1lT, 2005 BLOCKIING CAPACITIES AND CONFIGIURA-@ONS DO NOT COPY /'� PLACED !�. illi. page is in. e.d..we prooedv at ®®T�Np]�•r ��L/�� ®N �L7ol®UN® 1.Fi. Arnold 8 Acanckdos, Inc. 8 .c pmlednd by a Fedora) UnppbGphed Cppy�ipbl. • ' �' zxsx 16" WOOD 2WOOD BLOCK (� BLOCK11- CONCRETE �OF PAD 4" PAD I CJLErE I CONCR 1 I 11 I CONCRETE I I 11 BLOCK>� �j� BLOCKS CONCRETE FOOTING 1.78 SQUARE FOOT AREA 21 (2) 16"X 16"X 4" CONCRETE FOOTING 3.5.6 SQUARE FOOT AREA SOIL BEARING CAPACITY . FOOTING CAPACITY `11 5CAFtGj1T'Y1 1:778LBS 1,500 LBB, 2,667 LBS. 2,000 LBS- 3.556 LBS. 2,500 LBS. 4,445 LBS. 3,000 LBS. 5,333 LBS. 3,500 LBS. i 6.223 LBS. 4,000 LBS. 7,112 LBS. 21 (2) 16"X 16"X 4" CONCRETE FOOTING 3.5.6 SQUARE FOOT AREA SOIL BEARING CAPACITY . FOOTING CAPACITY 1 000 LBS, 3,555 LBS. 1,500 LBB, 5,333 LBS. 2,000 LBS- 7,111 LBS. 2,500 LBS- 8,889 LBS. 3,000 IBS. I 10,667 LBS. 3500 LBS. 12 444 LBS. 4,000 LBS- 14,221 LBS. NOT.: "� Im iii BLOCKS MUST REON FLAT GROUND I' I I LI WITHOUT ORGANII I I ji-1 II I I II I MATERIAL OR VOIDS- IL OI®S. I II I i LI I I i If� 'li �-i 1L I �IrI � 1 I I It�nII ,.I I I. (4) 1 6'-X 1 6"% 4" .......... - - - CONCRETE FOOTING 7.12 SQUARE FOOT AREA ITY --- RINGW28.448 APACITY _ .BS.LBS.BS• LBS.BS.4 W4,000 LBS.BS.0 LBS.LBS•2 LBS.BS.2 LBS.,LBS•8 LSS. 6/11/98 (6) 1 6"X 1 6"X 4" CONCRETE FOOTING 10.68 SQUARE FOOT AREA SOIL BEARING I FOOTING CAPACITY 1 CAPACITY I r _ _ _ .-.- .... — ." IRC .. 1 2,000 LBS. 2.500 LBS• _ 3.000 LBS. 3.500 LBS. `_4.000 LBS. FOOTING CAPACITIES 31,998 LBS. T-1.62 PAGE 9 TRA DESIGN REVIEW Rwio.. of 11m. plena duce dol eulhufizn —pp—. en,• e1flRlinw el rlew.W— eom f the Fgduml Ma-ludweo linme HOMES Co..1.d.c sSetely8lendefpa. M RL�E M Nov 7, 2005 . BLOCKING IVprs, ac 4p c qp� �+ p� �A�! �p�q y DO NOT COPY GDL®C�CIfelG Ch'LPF9CItl C�J /11V® CONFIGURA V1tlJ T9FtYY®IfJS . Thf. pogo is M u.desrve pw�p V a T.R. Anwlp L Aespclnlee. Z. L is prolnded I� `I 1� p c ova Fnonml LhryfW,Usnoo Cpp;Mght. BS- %HJC�EI PLACED ON CONCRET RUNNERS OR ®{fl �Q1$ PERIMETER BLOCKING T� I_ PIER I MEN. 4"1 j- MIN. 4" (I �ljvrr IwErEri MINIMUM o 1/2" ., • KBNG) THICK CONCRETE - SLAB OR RUNNER /i SOIL BEARING CAPACITY _ 2.500 LBS. 3,000 LBS. 4, ,000 LBS , .500 LBS. SQ. EFTS I .PER SQ. FT. PER SQ. FT. PER SQ. FT. PER SQ. F4. PER RE -BAR IS NOT REQUIRED,=1CAPAACM 2,600 LBS. 3.800 LBS. 5,100 LESS. 6.484 IBS. 7,868 LBS. BUT MAY BE INSTALLED. PERIMETER BLOCKING MIN. 4"—, � .I I I / DETAIL "A" PIER I / I , 6"x 16""" ^ FOOTING CAP 'R F. 21 PAGE 10 T-1.63 1 4" (4&Wlrn AfINIU�/MIN. j/2"RIRET 8 TM MINIMUM 5 24" �C THICK CONCRETE SLAB OR RUNNER :^ ;..• •AAAA, . :. .:.;AAAA '::' ; :>••.. / : ,''.:::°``: ;_ SOIL BEARING CAPACITY I 1:500 -LBS. 2.000 LBS. - - 2.500 LBS- I S- 3.000 LBS. PFR SQ. FT. , LBS - .00U PER SQ. FT. PER SQ. FT. PER SQ. FT. PER SQ. FT• - \ LOAD 4000 LBS. 6.000 LBS. I 8,000 LBS. 10.000 LBS- 1 2.000 LBS. CAPACI B" [RE:-BAIR IS NOT REQUIRED, I INSTALLED. I 0.�-� ^DETAIL U 'p� _- I MAY BE \`J�'��E,IN�� 4V 129C1Y f� , I ^ FOOTING CAP 'R F. 21 PAGE 10 T-1.63 1 Tnle pOge to the'"Juni"e properly of , I T.R. A—ld d Afpntlal0a, Inc L in prcl0tlnd —` j } by a Fedp,el Unpubliel,ed Copyright. I I r� �r MIN. 4 j�1611N. 4" w Cin [z9a PIN(: CAPACITY 1.500 LSS. 2,000 LBS- 2,500 LBS. 3,000 LBS. PER SQ. FT. PER SQ. FT. PER SQ. F7-. PER SQ. FF. PER SQ. FT. , RE -BAR IS NOT REQUIRED, LOAD 6,500 LBS, 10,000 LBS. 13,000 LBS. 16,470 LBS. 119,940 LBS. BUT MAY BE INSTALLED. CAPACI DETAIL "A" PIER I � \ lollo MINIMUM 6 1/2" rh40 THICK CONCRETE SLAB OR RUNNER RE -BAR IS NOT REQUIRED, BUT MAY BE INSTALLED. 6/11/96 MARLEFTE HOMES FOOTING CAPACITIES AND CONFIGURATIONS WHEN PLACE® ON CONCRETE RUNNERS OR SLAEl- TRA DESIGN REVIEW ' Rpv10w n1 lnrnn plana CCnr n01 amhonze 3,000 LBS. I o, opproro Ivry onunievion or dovIwivn Iron ede,al Mpnulatlu the Fed Home •\ Cnru^nutlien S 3nICIV 61amImdl, PER SQ- FT. Nov 7, 2005 PER SQ. FT. 'DO NOT COPY PIER Tnle pOge to the'"Juni"e properly of , I T.R. A—ld d Afpntlal0a, Inc L in prcl0tlnd —` j } by a Fedp,el Unpubliel,ed Copyright. I I r� �r MIN. 4 j�1611N. 4" w Cin [z9a PIN(: CAPACITY 1.500 LSS. 2,000 LBS- 2,500 LBS. 3,000 LBS. PER SQ. FT. PER SQ. FT. PER SQ. F7-. PER SQ. FF. PER SQ. FT. , RE -BAR IS NOT REQUIRED, LOAD 6,500 LBS, 10,000 LBS. 13,000 LBS. 16,470 LBS. 119,940 LBS. BUT MAY BE INSTALLED. CAPACI DETAIL "A" PIER I � \ lollo MINIMUM 6 1/2" rh40 THICK CONCRETE SLAB OR RUNNER RE -BAR IS NOT REQUIRED, BUT MAY BE INSTALLED. 6/11/96 SOIL U-Anlrldu a,tvFaw.. 1,000 LBS 1.500 LBS. 2,000 LBS. 2,500 LBS. 3,000 LBS. I --- PER SQ- FT. I PER SQ- FT. PER SQ. FT. PER SQ. FT. PER SQ _FT. I LOAD PACI 111,000 LBS. I 17,000 LBS- 22,204 LBS. 27,853 LBS. 33,502 LBS. �p PROF GGtNeF9�f��� DIETAIL "s" i eat � F00 5NG CAPACaTi ES r 7-1.64 j cGON PAGE 11 j 5 UR F . I MARLETTL HOMES FOOTING CAPACITIES WITH CONCRETE SLAB OR RUNNERS i . TAA DESIGN REVIEW ReWew of Illon plana d— nM nalhonle ar epplova "G or navlatlon nom the Flraoml Manulndureo Homo C—,".17 S SWaty Standards. Nov 7, 2005 DO NOT COPY Aa: pnpo Is Ilse omluatve pmpeny of T.R. Amoco &Associates. Inr_ 61s prnieclnd by a Fedarol UnpablmWd Copyright. SLAB OR RUNNER / R 1S N®T REQIJIREdI RE -8A . BUT MAY BE INSTALLED. SOIL BEARING CAPACITY LOAD CAPAC MIN. 4—" 1,000 LBS PER SQ. FT. , 1.500 LBS. PER SQ. FT. 2.000 LBS. PER SQ. FT. 2,5 LBS. PER SQ. FT. 3.000 LBS. PER SQ. FT. 15.500 LBS. 231"019 LBS. 31,088 LBS. FOOTING CAPACITIES 6/11/98 PROFF GS`y�r GIIN 9 I EMN 21,1g9� i �J 0R F J0�` i I T-1065 PAGE 12 i a MARLETTE HOMES UPLIFT STRAPS STANDARD TIE DOWN STRAPS DOWN BOTH SIDEWALLS i i• I d TAA DESIGN REVIEW Revlew 411ne.e pl.ne doe. nol aldnodre or pp—. ony omm:,o':on or dwialion nom Ine Federal IA—bd. Home Conslmaion 6 Galeal Glm:dnroe. Nov 7, 2005 DO NOT COPY I Tvdl page is Ibe eado"' Prepedy of T.R.., f�RA^sad:eo arc Ili^.pr41nd4d by a Federal lMpabGched Copy:ighL `PFOB LEA RM OFSSHOWN TRAPS �I I Ll I MARRIAGE LINE SUPPORTS TIE DOWN EACH END OF MAIN BEAMS, PORCH AREA (PER PAGE 30 IN SET UP MANUAL, OR PAGE 15 IN ADDENDUM.) REFER TO PAGE 27 IN SET UP MANUAL FOR FOUNDATION WALLS AROUND PORCH AREA. UPLIFT STRAPS ��Ep PROFFv CIN C� 0 GOIN STANDARD TIE DOWN �• 21.19 DOWN BOTH SIDEWALLS sPu I i ��► � � I � I� F - PORCH RAILING NOT SHOWN FOR CLEARfiY OF STRAPS EACH SIDEWALL SUPPORT POST IS TO BE BLOCKED TIE DOWN STRAPS ARE TO BE INSTALLED IN GENERAL AREA OF SUPPORT POSTS. / (PER PAGE 30 IN SET UP MANUAL, OR PAGE 15 IN ADDENDUM.) T-1.66 i REFER TO PAGE 27 IN UP MANUAL FOR FOUNDATION WALLS AROUND FORCH AREA. PORCH TIF}®WNS WITH SIDE PORCH. ®®U�L� �� TRIPLE Wi®ESAGE 13 16/11/98 MARIETTE HOMES TRA DESIGN REVIEW wur� Hovuw of thosV Plano docs not Vuih.ft� � �� � PS or approve erry mtmlieai d or dPviulion hom Ihu FuUeml Mnmal.ly S I Nome Conelrudlon G SatLly � entlartle. Nov 7, 2005 DO NOT COPY IN, peps la Ins tsdeLlYn propMp of T.R. Arnold G Ae Phis, I— 6 is pmteded ' by P Fotleml Unpunikhntl Cnpynghl. STANDARD TIE DOWN STRAPS DOWN BOTH SIDEWALLS • / / .\COLUMN POST SUPPO r r I STANDARD TIE DOWN STRAPS DOWN BOTH SIDEWALI S 1 MARRIAGE LINE SUPPOKT REFER TO PAGE 27 IN SET UP MANUAL FOR / \ FOUNDATION WALLS AROUND PORCH AREA: COLUMN POST SUPPORT PORCH RAILING NOT SHOWN (2) ADDED TIE DOWN STRAPS. FORCLEARTTY OF STRAPS. • (TIE DOWN STRAP INSTALLED PER PAGE 27 IN SET UP MANUAL, OR PAGE 15 IN ADDENDUM.) PORCH TIE ®®WN WITH. FULL EN® PORCH. UPLIFT STRAPS �1GlN REGOf3 , 21�91 dn• , 5 F 30 STANDARD TIE DOWN STRAPS DOWN BOTH SIDEWALLS I ' MARRIAGE LINE SUPPORT .- ONE ADDED TIE DOWN STRAP LUMN POST SUPPORT ON PORCH SIDE (TIE DOWN STRAP INSTALLED PER PAGE REFER TO PAGE 27 IN SET UP MANUAL FOR27 IN FOUNDATION WALLS AROUND PORCH AREA. FOR I�R� OF STRAPS. N OR PAGE 115 IN ADDENDUM-) _ T-1.67 s/11/ss PORCH TIE ®©WN WITH PARTIAL END P®RgH. PAGE 14 TAA DESIGN REVIEW I-- of mase pmnn d000 nol nulnonle or appro.•o any ommisoion or da !.I,.n con the F'adnrn Mnn"Inclarad Home Conslnudion 6 Suloly Slwldl"ds. Nov 7, 2005 W NOT COPY Th1r. P In the .10.1w pmpnny nt T.R. Mro a L fusodalPd. Inc. a is nroiadoU H /pA ®B EFTE HOMES ny o Fndnml linpunlisnad^.Ppy'l9h: �9dfilBli�iLi ® b0�.8 �`d��Ll� BLOCKING AND UP UFT STRAPS FOR ATTACHING P®® @JNtTS. ® t. `_ RLO?AOp REQUIRED PIER CAPA 30 4,300 LBS. 2.200 UBS. 40 5,4 LBS. 2 700 LBS. 60 7,500 LBS. 3,800 LBS. §29,600 LBS. 4,800 LBS. 1 OD 12,300 LBS. 1 6,200 LBS. 120 14,400 LBS. I 7 200 LBS. �\ I ATTACHING POD MAIN UN PORCH WITH NO HOOFi VARIES IN LFNG/ 2 ®PERIMETER BLOCKING OF MAIN UNIT IN THE PORCH AREA, IS THE SAME AS THE STANDARD PERIMETER BLOCKING REQUIREMENTS. BLOCKING OF THE Pan UNIT AND MAIN UNIT AT THE MARRIAGE UNE, IS PER INDIVIDULE PLAN REQUIREMENTS INCLOSED IN THE "SET UP PACKAGE". THE MAIN BEAM SUPPORTS IN PORCH AREA ARE MAX. S FT. D.C.. THE MAIN POD SECTION IS PER ADDENDUM PG. #1. PERIMETER BLOCKING SAME AS MAIN UNIT SIDEWALL BLOCKING, PER PAGE #1 IN SET UP ADDENDUM. OCENTER COLUFAN SUPPORT FOR TAG UNCI. FOOTING AND PIER CAPACITIES PER DIFFERENT ROOF LOADS. SEE PAGES 1, 8, 9, 10, 11, AND 12 IN SET UP ADDENDUM OUTSIDE COLUMN SUPPORTS, UPLIFT STRAP LOCATIONS WITH ATTACHE ®D. j ATTACHING POO MAIN UNIT .21 C, ANCHOR #6� F ,c)``� ANCHDR #3 . ANCHOR #2 �'� ANCHOR #1 ANCHOR #5� ANCHOR #4 N UNIT BEAM Se i END OF HOME S4 `- MAX 24' NOTE _ ... - --- --- -- --- —I N HOME SECTION. ---- ANCHORS # 1, 2, 3, AND 6 ARE SHOWN ON THE MAII 1 —ANCHOR #6 ANCHORS #4 AND 5 ARE SHOWN ON THE POD SECTION. �� r�.o THIS WILL CHANGE AS THE POD IS LOCATED IN DIFFERENT PLACES ON THE MAIN UNIT. i THE IMPORTANT THING IS TO MAINTAIN THE 11'-0- SPACING FULL LENGTH Of THE "WHOLE UNff".il AN(=r 3R #5I /� >>ra. END OF HOME qq.69' ANCHOR #4 / ANCHOR #2 9-25-98 ANCHOR #3 " ANCHOR #1�` PAGE 15 ? "POCKET PENTROMETER OPERATION" MARLETTE HOMES, HERMISTON, OREGON TAA DESIGN REVIEW fl MrioN al thane plans tloa0 nol aNhotlze of approve any ommisclon or dovlalion from me Federal Manruaclumd Nome Coran.aiu r L Samly Standards. Nov 7, 2005 DO NOT COPY This papa le Iha ac 1,,I" progeny of TA, !.mold L A.Bodaloa, Inc. L In p:olaclad by a Federal Unpublished Copyright. THE POCKET PENTROMETER IS A SUGGESTED METHOD FOR DETERMINING THE SOIL BEARING CAPACITY OF THE LOCATION THE HOME IS BEING SET, IF NO KNOWN SOIL BEARING CAPACITY IS AVAILABLE. THE FOLLOWING METHOD IS SUGGESTED FOR DETERMINING THE ALLOWABLE SOIL BEARING CAPACITY TO.BE USED IN THE SIZING OF FOOTINGS. SUCH A METHOD IS ONLY AN APPROXIMATION, AND THE RESULTS SHOULD BE PROPERLY INTERPRETED. 1. OBTAIN A POCKET PENTROMETER, SUCH AS MODEL CL -700A BY SOIL TEST. CONTACT CAL -CERT CO. P.O. BOX 416, CLACKAMAS, OR. 97015 OR CALL 1-500-356-4662. 2. TEST AN AREA ADJACENT TO, OR WITHIN 10 FEET OF THE PERIMETER OF THE HOME. 3. DIG DOWN TO UNDISTURBED SOIL A MIN. OF 4 INCHES. UNCOVER AN AREA OF AT LEAST ONE SQUARE FOOT. 4. USING 'THE POCKET PENTROMETER, TAKE AT LEAST SEVEN READINGS. 5. TAKE AN AVERAGE OF THE MIDDLE FIVE READINGS, DISCARDING THE HIGHEST AND THE LOWEST READINGS. (THE MODEL CL -700A BY'SOIL TEST IS CALIBRATED IN TONS PER SQ. FT., MULTIPLY THE AVERAGE READING BY 2,000 FOR LBS. PER SQ. FT.) EXAMPLE: .5 X 2,000 =1,000 LBS. PER SQ. FT. ROUND THE AVERAGE DOWN TO THE NEAREST SOIL BEARING VALUE. USE THIS VALUE FOR DETERMINING MINIMUM FOOTING SIZES. 6. DRIVE A WOODEN STAKE BESIDE THE AREA TESTED SO THAT AN INSPECTOR WILL BE ABLE TO VERIFY THE RESULTS, SHOULD THE INSPECTOR DESIRE TO DO SO. REV. 9-5-00 PAGE 16 T-1.69 '.I i • - i I. i MARLETTE HOMES I . SOIL BEARING TESTPATTERN I I j i i REAR OF HOME ONE SQ: FT. MIN AREA. 0 TEST #1 -TEST #2 O 0 0 O TEST #3 TEST #4 TEST #5 TEST #6. TEST #7 0 O 8-5-00 IDENTIFY LOCATION TESTS WERE TAKEN - I I FRONT OF HOME I FRONT DOR SIDE HIGHEST READING # LOWEST READING # READING # READING # READING # READING # READING # TOTAL OF THE ABOVE FIVE READINGS DIVIDE THE TOTAL OF THE FIVE READINGS BY 5 FOR AVERAGE TONS PER SQ. FOOT. TAKE THE AVERAGE TONS PER SQ. FT. X 2,000 FOR AVERAGE LBS. PER SQ. FT. TRA DESIGN REVIEVd Ii Rvlew nl IhRRe plans donR nol RRlhnrize ur npprovx any onnnlexiun or devlxllan from Iho Fetlond mt uludm d Hunte Cnnebncllan & Selnly Sl -furl.. Nov 7, 2005 DO NOT COPY ��A��O '11,19 Pxpe Is the exclusive prupe-dy of I.Anand & Associxles, Inc & is prolecled by n Fsderpl Unpublished Copydphl. PAGE 17 SOILTEST ROSS P. SHOAF, Civil Engineer Phone: (530) 749-0142, ENGINEERING CALCULATIONS & STRUCTURAL ANALYSIS For Gary Plank, Owner Location: 220 Lonesome Dove Way, Berry Creek, California Job Number 07-643 Report Dated 6/04/2007 (Total 2 sheets) Q�pF ESS10/I� ��Q�aSSP.Sy0�F N 6§00 (57 Code applicable to this project is: the 2001 CBC, as may be amended by local jurisdiction. C� BUS' TE COUNTY BUILDiNG D VISIO APPROVEDI rA _ i� 01 3I PROJECT: P I Q ►^ '�4S I fi`,n.G- Ross P. Shoaf, Civil Engineer Phone: (530) 749-0142 Job No.: 01—v 4-� Date: 140 Sheet 1 of Z :4AC, mad.2 f AAt tz4e, r '1 d 6 5aaccs 2 b t 2c. = / 4- � r-��rr. ► , I��—n� a. = 4� Q 3 ► '�" b. = 4-7 13 it ►✓I �Rt� A7 M rte: !,-� __� _ �dJ'v / �sE 2#A PAt r-orTr'i a, s 14 4,bbr-,# use C&ti I n vo-os &4( � r� _ (1,3 I tls-� ��o"Sq Xi Z' h w4 Gav4wANi JaLc(A. 6.ra4&._ °j,��l �# �-i- 4DI'L{r} = 1'��3�� Z" I Z''dl.�e, �rt�• CAt��'�n, �rl�a. = q , 11 i t" 12. (-Or/oU dc. ) X. 14, i23 .a yim.. 04e ���iG� �7w f1aa�s - '{{ PROJECT: P ! I� S tGt �i �aL� Ross P. Shoaf, Civil Engineer Phone: (530).749-0142 Job No.: fl7' !o �'3 Date: w UO -7 Sheet L,ofZ s V4 P =C.eLob #05 -L I'I,r-y lI 1,,o �sT, 64fluyjl�-, l S�,e�ol = �}5► � 6�,� ► t -70 urs L'fP4 14'r� (144c-�40 6-A-Avlo 134boi 2,-7 4 S Z . 2 -ea w< W. Z — �Z �A 4� ,G%AG� C � �j ct�d Wit. S' ► �2 y, < 5ES•SOW PARCEL S P�UL I , ✓'' , epo AS • ENCLOSED IN THE ENVELOPE ARE THE FOLLOWING ITEMS: 'RESIDENTIAL OR NON-RESIDENTIAL CONSTRUCTION REQ. ', ;•' _ TITLE 24 ENERGY CALCULATIONS ENGINEERED TRUSS .DETAILS XSTRUCTURAL CALCULATIONS _ CDF FIRE SAFE REQUIREMENTS FLOOD ELEVATION CERTIFICATE. SPECIAL -INSPECTION SHEET _ _ AIR QUALITY MANAGEMENT DIST. RULE 207 'FORM CDF/Butte County Fire M rMwbundinp in SRA sra reed to hada: Fuily enclosed noncombustitft eavl�s or P01m rtrwtnA a ,Ic, Ur oncombusti! (00i algia c.,k vs , A0 n=bu" t3 +.. 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S ala r to T .. €: ;.. .. .. .. .. .. .. .... ............._. .. .... r...... j.... .. -f•• _ .. .. .a...... .. ... f•'.... ..... ..... .... . . . .. .�.... .. .. •f• I - ......... .. .. .. .. .. .. .. .. .. .. .. .. _. .. ............ .. •• ( .. .. .. .. .. ............................................ .. .. .. .. rT ............. .w• ..,y,,....� .. : : : ...........— .................. .. .- - .. .. r..._.a.....».�.....{...__f .......... ...... {......,.... i ..j ................... Assessor's _ _ � � Scale: 1 (06 Assessors Parcel Number: ®® I[] � 0 1 0 Owner Name .Address / Phor Mite Location .Contact: Name s►i��—iarfj �JMXWV FOR OFFICE USE ONLY PROVIDE FOR ALL ADJACENT PARCELS. Zornng• SIZE (AC). General Plan Desig: ZONING: Sie Acres GEN PLAN: 4.Wt USES: . J t Y� F y t � � " F { y,'•r wx � � $ k1 r� `$[ 5 ! 4 d J Y� { y,'•r wx � � $ k1 r� `$[ 5 t 2 f d J