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Home My WebLink About069-360-050F BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds I. Permit No: B06-2700 Issued: Address: 9 BENCAIRNE DR Area: OROVILLE `Owner: VIRGINIA MARTIN APN: 069-360-050 Applicant: S R M CONTRACTING Map Page: Permit Type: SFD-Mobile Home PFS Description: NEW MH, NEW SITE, PERM FND (1280) ALL PLAN REVISIONS MUST BE APPRI Inspection Tvpe I IVR I INSP— DATE Foundations / Footings 111 Pier/Column Footings 122 Grade Beams • 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 r Gas Test House 404 Gas Test Yard 404 Masonry Grout 120 is Masonry Bond Beam N•'l 19 Underfloor Framing ,+•.•, �• " : - 149 Underfloor Ducts j.': 319 Shear Transfer; i - , t• 136 Under, Floor. Plumbing 412-1- 12';Under UnderSlab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or'Slab Until Above Holdowns/Straps 122 Shearwall/B.W.P.-Interior 135 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Rough Framing 128 - Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 i Flood Zone: SRA Area: SETBACKS Front Setback: Side Setback: Rear Setback: Other Setback: Minimum Setback From Centerline of Street: BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch .143 Stucco Brown 144• Swimming Pools r, Setbacks 132,�fz Pool Plumbing Test Gas Test ; 4040 Pre-Gunute 506.;x::- =• Pool Elec/Bonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 503.; Pre -Plaster _ 507. Manufactured Homes Set acs 132 Blocking/Underpining ;, 612• Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404 Manometer Test 1 605 Continuity Test 602 Skirting/Steps/Landings 610 C -• Coach Info Manufactures Name: c e' e, Date of Manufacture: D –/to _& Model Name/Number: i 1 �. pZ I Length x Width: 'tp" � � 4 Insignia: � � , C -� e( 0"'? Shower Pan/Tub Test 1 408 _ _ ;� ` Serial Numbers: tk Fi 538-7111 Env. Health Finallti* �, vr'�r_, Fire Sprinkler Test Z02 = — — — — = Sewer District FinalI- — Fire �� OFFICE COPY **PROJECT FINAL 801 _. ) -! Bui j Address - Electri' Mech4 , GAS Plumy Meter By Date Pool1 ELECTRIC 1 '� -,,,Meter By / Date2�' -' i� 1 Mobile Public Works Fihpal . ' �_; 538-7681 Fire Department/,CDF.;��;��.: 538-7111 Env. Health Finallti* �, vr'�r_, 538-7281 Sewer District FinalI- **PROJECT FINAL 801 _. ) -! „ rolect Final is a CertiFicate ol Uccupancy tor esi enna n y PERMITS BECOME NULL ANDiVOID 1 YEAR FROM THE DATE OF ISSI�ANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRyOR TO EXPIRATION Appli',ant 'COUNtY OF BUTTE 1 1 BUILDING DIVISION Fk DEPARTMENT OF DEVELOPMENT SERVICES yt 7 County Center Drive • Oroville, CA • (530) 538-7541 r .X CORRECTION NOTICE Date Inspector 4 r OWNER PERMIT NO. REV 4/05 Phone#S-0 K_7 A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional_.µ explanation, please contact the Building Inspector as indicated below. ; Yt: /` y ''TN rn 1 - l 6 _ G ✓ % 'Com- e- /d � ^ i? !' d i 1V C�Lo"'G' � (L 'FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 I- yt r .X Date Inspector 4 r REV 4/05 Phone#S-0 K_7 'FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 r .X Date Inspector 4 r REV 4/05 Phone#S-0 K_7 'FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 'COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE S (!-V-\ s, r 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 call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional,`g explanation, please contact the Building Inspector as indicated below. 4 ys. k9' x+� _ k s VFIE : t X5:5 4� • a t 1' /y' ti Date ' ' � Inspector REV 4/05 Phone FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 • WY 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: 9 BENCARINE DR Owner: Permit No: B06-2700 APN: 069-360-050 VIRGINIA MARTIN Issued DatetA Permit type: RESIDENTIAL 2816 MERIDIAN WAY Subtype: SFD-Mobile Home PFS ROCKLIN, CA 95765 Expiration Date: ' Description: NEW MH, NEW SITE, PERM FND (: (916) 601-7651 Occupancy: R-3 Zoning: ARI Contractor Applicant: Square Footage: S R M CONTRACTING S R M CONTRACTING Building Garage Remdl/Addn 61 LUMBER JACK LANE 61 LUMBER JACK LANE 1,280 OROVILLE, CA 95965 OROVILLE, CA 95965 Other Porch/Patio Total (530) 218-0733 (530) 218-0733 1,280 FEE INFORMATION County Impact - Mobile $1,548.32 Ping Appl Fee (SRA) -Bldg $109.98 EH Building Review Fee $70.00 Res Impact Fees - Mobile $1,690.40 Fire Inspection (SRA) -Fire -Res $95.00 - Fire Plan Review (SRA) -Fire -Re $95.00 Impact Processing Auditor $50.00 Impact Processing DDS $50.00 Mobile Home $329.94 Total Charged: $4,258.60 Fees Paid: $4,258.60 Mobile Home Plan Check $219.96 Balance Due: $0.00 Receipt No: B956 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 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 (commenc�Se0 of Division 3 of the Busi ess and Profes ions Code, and my license is in full fo - pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the /( basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars X penalty [$500]; Please check one of the following: Contractors SignaturelY date f ❑ 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 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.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ 1, 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. My Workers' Compensation insurance carrier and policy number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractofs License Law.). Carrier. Policy Number. Exp. Dale: (This section nee p not a competed if the permit is or one hundred dollars($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS SSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X l compensation provisions of Se ion 3700 of the Labor Co e, I shall forthwil comply with those Owners Signature Date provisions. XI hereby certify that I have read this application and state that the above information is corect. I agree Sign turf: D t@ to comply with all City and County ordinances, rules, regulations, and State laws relating to building WARNING: FAILURE TO CURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, FAILURE TO S(CIURIE WORKERS'COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harm less 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 HUNDRED THOUSAND DOLLARS $100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) injury, including death, and property damage caused arising out of, in any way connected with the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit 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 "the above mentioned operty for inspection purposes. I hereby certify that I am the Prope neo ulho'£edto thepropertyp efsbehaIf. LCJ v l CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Perm flee GN] ?int Date the performance of the work for which this permit is issued. (3097 civ. code) 7 �O OwnerContractor OR. DAgent for Owner DAgent fo Co tract r FILE COPY Lenders Address City State zip , Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B06-2700 Date: 11/22/2006 Location: By: KCG Parcel Number: 069-360-050 Sub Type: SFD-Mobile Home PI Owner Name: VIRGINIA MARTIN Phone: (916) 601-7651 Description: NEW MH, NEW SITE, PERM FND (1280) 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 ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 4 ■ ■ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Mer%RiveK 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 Ogovi lerEleu8vlary School District, 2795 Yard Street, Oroville 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 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Prop FILE BUTTE COUNTY FEE SUMMARY Permit Number: B06-2700 Job Address: County Center Drive Oroville, CA 75965 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: 11/22/2006 11:48 am Fee Description Account Number Fee Amount Paid Date Pmt Amt County Impact - Mobile MH - Public Works - Veh/Egp 1851-0-280-1011853 $537.56 MH - Public Works - Roads 1831-0-280-1011001 $732.28 MH - Public Works - Facility 1851-0-280-1011852 $278.48 EH Building Review Fee 0021-540013-4614901-1010 $70.00 11/22/2006 $70.00 Fire Inspection (SRA) -Fire -Res 0100-450001-4617240-1010 $95.00 11/22/2006 $95.00 Fire Plan Review (SRA) -Fire -Re 0100-450001-4617240-1010 $95.00 11/22/2006 $95.00 Ping Appl Fee (SRA) -Bldg 0010-440001-4210500-1010 $109.98 Impact Processing Auditor 0010-050-4617998-101001 $50.00 Impact Processing DDS 0010-440001-4617999-1010 $50.00 Mobile Home 0010-440001-4210500-1010 $329.94 Mobile Home Plan Check 0010-440001-4210500-1010 $219.96 11/22/2006 $219.96 Res Impact Fees - Mobile MH - Sheriff Veh/Egp 1840-0-280-1011842 $116.09' MH - Sheriff- Jail 1800-0-280-1011811 $288.00 MH - Library Vehicles 1825-0-280-1011828 $3.67 MH - Library Materials 1825-0-280-1011827 $123.18 MH - Library Facility 1825-0-280-1011826 $183.11 MH - Gen Govt - Facility 1808-0-280-101001 $505.36 MH - Sheriff Facility 1840-0-280-1011841 $237.92 MH - Gen Govt - Veh/Egp 1810-0-280-101001 $233.07 Printed By: Kourtni Graham 49258.60 $479.96 Balance Due: $3,778.64 At the time of permit application, I was advised the above fees are required prior ro issuance of the permit. These fees may be changed during the plan checking process. Signature: IV Date: 11/22/2006 Pursuant to Government code Section 66020, you are herby notified those items listed above may 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 Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds i 0 0 O 0 National pollutant Disharche Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B06-2700 Date: 11/22/2006 Location: By: KCG Parcel Number: 069-360-050 Sub Type: SFD-Mobile Home PI Owner Name: VIRGINIA MARTIN Phone: (916) 601-7651 Description: NEW MH, NEW SITE, PERM FND (1280) 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 revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 11/22/2006 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 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: B06-2700 Location: Parcel Number: 069-360-050 Owner Name: VIRGINIA MARTIN Description: NEW MH, NEW SITE, PERM FND Date: 11/22/2006 Phone: (916) 601-7651 Signature of Property Owner: 4 a �, %1/AW, Date: 11/22/2006 BUTTE COUNTY SCHOOLS IMPACT FEE'CERTIFICATION FORM (One form per Building) School District 0ro(/I / �i l `P� TCI (C�/ Building Department No. //,,// 60 - J Tax Rate Area No. A.P. Number .y(� l-1 t60-650 Jurisdiction: City =County Property OwnerV/ 1 e/ I o 0 Property Location/Address Subdivision Residential Development No of Living Units Commercial/Industrial , New N Building Department Representative District Identification No. -1 ?X2, Date U 1ra� i2 ��QYY� School District certifies that 1r4 , y� rA+ ��.ex� - w-� (Payor) eo,� err. e v'• �avny� ll� CA °l S 9 !, t� (Street Address) (City) (State) (Zip Code) (Phone Number) �d has complied with the requirements of Resolution No. by payment of $ 3 3 fe (o "r - representing 0 square feet. AB 2926 $ FULL MITIGATION $ School District Paid by Check # Remarks: Date 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 DEVIEbOJPMENT FEE CERTIFICATION FORM 9"FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) O PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) 0 �oq' 3(p0~QSU Building Pen -nit Number Q& — a 76 d Property Owner (s) Project Location /A Subdivision Name i' Assessable Sq. Ftge /;Z gQ Type of Residential Development (check one) �p�New Development Single Family -Detached Single Family -Attached V'r'�' Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling obile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: �ft biL ❑ FRRPD 0 CARD D PRPD ❑ DRPD certifies that: \hrGi (hAy4`iuJ Applicant Name Phone Number , - 0f- oo III -P Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: co '� G Dwelling Units @ $ per unit for a total of $ Square Feet @ $ per sq foot for a total of $ Remarks: Paid by Check No: �g Paid bynash: Receipt No: Recreation and Park District Representative �— 7— 0 Date CDFButteCountyFire This project is required to meet the All new buildings In SRA are required to have: same -practical effect guide i es Fully enclosed noncombustible eaves on entire structure .Gutter screens to prevent accunulation of Ieaves/debris UAW i W i n the attached P C4290 e Corrosion resistant, noncombustible, 114'maximumopening Requirements. roof and attic ve,,� �� O - APPROVEDtiPLANS A'ND 4� -PERMIT SHALL BE ON SITE 'LX P " FOR ALL INFECTIONS I H ILI w 10 01 3 A) The 2001 CBC, CMC, CPC, 2004 CEC, and 2005 California Energy Standards as amended by the jurisdiction apply to this project. A /9-,/ �n / ci 6 � O 10ftr. t}�lsi�l r i -'SIGN -BUILDING PLAN.APPROVA�t[� ! �c Use! Date:Parking - Landscaping:AI? _ A - OWN Q & V/ t/Y/ MA All BUILDING PERNUT # vG ASSESSOR'S PARCEL # W�v N O 2 0 t/r (A �� / -�� CALIFORNIA CODE of _3 (RFGULATIONS TITLE 25 Requirements as amended by the jurisdiction apply to this project lifornia Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau D /'q., -21-f) 6's^ 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Building Permit #e4 -2-YZO Under authority of Public Resources Code Section 4290 and 4291, Butte County Improvement Standards, and the California Building Code, the following items are required by CDFButte County Fire Department for all development located within Wildland-Urban Interface Fire Areas and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which exceed these standards. Public Resources Code 4290 ARTICLE 1. ADMINISTRATION 1272.00 Maintenance of Defensible Space Measures To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. ARTICLE 2. EMERGENCY ACCESS 1273.00. Intent Road and street networks, whether public or private, unless exempted under Section 1270.02(e), shall provide for safe access for emergency wildland fire equipment and civilian evacuation concurrently, and shall provide unobstructed traffic circulation during a wildfire emergency consistent with Sections 1273.00 through 1273.11. 1273.02 Roadway Surface The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000'pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades The grade for all driveways shall not exceed 15% without being paved. Grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. Rcviscd 08/24/06 1 S A F E R E Q U I R E M E N T S 1273.05 Roadway Turnarounds Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1273.07 Roadway Structures (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. All bridgas must be certified by a registered Civil Engineer. 1273.09. Dead -End Roads (a) The maximum length of a dead-end road, including all dead-end roads accessed from the dead-end road, shall not exceed the following cumulative lengths, regardless of the numbers of parcels served: parcels zoned for less than one acre 800 feet parcels zoned for 1 acre to 4.99 acres 1,320 feet parcels zoned for 5 acres to 19.99 acres 2,640 feet parcels zoned for 20 acres or larger 5,280 feet All lengths shall be measured from the edge of the roadway surface at the intersection that begins the road to the end of the road surface at the intersection that begins the road to the end of the road surface at its farthest point. Where a dead-end road crosses areas of differing zoned parcel sizes, requiring different length limits, the shortest allowable length shall apply. (b) Where parcels are zoned 5 acres or larger, turnarounds shall be provided at a maximum of 1320 foot intervals. (c) Each dead-end road shall have a turnaround constructed at its terminus. 1273.10 Driveways (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turrieut near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. Rcviscd 08/24/06 2 L 1273.11 Gate Entrance (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. (c) Where a one-way road with a single traffic lane provides access to a gated entrance; a 40 foot turning radius shall be used. ARTICLE 3. SIGNING AND BUILDING NUMBERING 1274.00. Intent To facilitate locating a fire and to avoid delays in response, all newly constructed or approved roads, street, and buildings shall be designated by names or numbers, posted on signs clearly visible and legible from the roadway. This section shall not restrict the size of letters of numbers appearing on street signs for other purposes. 1274.08. Addresses for Buildings All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09. Size of Letters, Numbers and Symbols for Addresses Size of letters, numbers and symbols for addresses shall be a minimum 3 inch letter height, 3/8 inch stroke, reflectorized, contrasting with the background color of the sign. 1274.10. Installation, Location and Visibility of Addresses (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. ARTICLE 4. EMERGENCY WATER STANDARDS 1275.00. Intent Emergency water for wildfire protection shall be available and accessible in quantities and locations specified in the statute and these regulations, in order to attack a wildfire or defend property from a wildfire. Such emergency water may be provided in a fire agency mobile water tender, or naturally occurring or man made containment structure, as long as the specified quantity is immediately available. Butte County Fire Department currently utilizes mobile water tenders to meet the emergency water for wildfire protection requirement. Rcviscd 08/24/06 3 ARTICLE 5. FUEL MODIFICATION STANDARDS 1276.00 Intent To reduce the intensity of a wildfire by reducing the volume and density of flammable vegetation, the strategic siting of fuel modification and greenbelts shall provide: (1) increased safety for emergency fire equipment and evacuating civilians; (2) a point of attack or defense from a wildfire. 1276.01 Setback for Structure Defensible Space [ ] (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. X(b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. �me Practical Effect Requirements for buildings less then 30 feet from property line: If the Building Setback is less then 30 feet from all property lines and/or the center of the road, the following shall be required: ✓ Class A roof ✓ Fully enclosed eaves on entire structure (December 5, 2005, per 2001 California Building Code 704A.2.3, fully enclosed eaves are required on all structures in any fire hazard severity zone within State Responsibility Areas, regardless of setback distance from the property line or center of roadway) ✓ Fire rated metal doors on side toward property line with insufficient setback ✓ Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction cr final inspection of a building permit. 1276.03 Greenbelt Subdivision and other developments, which propose greenbelt as a part of the development plan, shall locate said greenbelt strategically, as a separation between wildland fuels and structures. The locations shall be approved by the inspector. Public Resources Code 4291 A person that owns, leases, controls, operates, or maintains a building or structure in, upon, or adjoining any mountainous area, forest -covered lands, brush -covered lands, grass -covered lands, or any land that is covered with flammable material, shall at all times do all of the following: Revised 08/24/06 4 (a) Maintain around and adjacent to the building or structure a firebreak made by removing and clearing away, for a distance of not less than 30 feet on each side of the building or structure or to the property line, whichever is nearer, all flammable vegetation or other combustible growth. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to any building or structure. (b) Maintain around and adjacent to the building or structure additional fire protection or firebreak made by removing all brush, flammable vegetation, or combustible growth that is located within 100 feet from the building or structure or to the property line or at a greater distance if required by state law, or local ordinance, rule, or regulation. Grass and other vegetation located more than 30 feet from the building or structure and less than 18 inches in height above the ground may be maintained where necessary to stabilize the soil and prevent erosion. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to a dwelling or structure. (c) Remove that portion of any tree that extends within 10 feet of the outlet of a chimney or stovepipe (d) Maintain any tree adjacent to or overhanging a building free of dead or dying wood. (e) Maintain the roof of a structure free of leaves, needles, or other dead vegetative growth (f) Prior to constructing a new building or structure or rebuilding a building or structure damaged by a fire in such an area, the construction or rebuilding of which requires a building permit, the owner shall obtain a certification from the local building official that the dwelling or structure, as proposed to be built, complies with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the certification, upon request, to the insurer providing course of construction insurance coverage for the building or structure. Upon completion of the construction or rebuilding, the owner shall obtain from the local building official, a copy of the final inspection report that demonstrates that the dwelling or structure was constructed in compliance with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the report, upon request, to the property insurance carrier that insures the dwelling or structure. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split after September 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 2001 California Building Code, December 5, 2005 704A.1 Roofing 704A.1.1 General Roofs shall comply with the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. Revised 08/24/06 704A.1.2 Roof coverings Where the roof profile allows a space between the roof and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof valleys When provided, valley flashings shall be not less than 0.016 -inch (0.41mm) (No. 28 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length of _he valley. 704A.1.4 Roof gutters Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. 704A.2 Attic Ventilation 704A.2.1 General When required by Chapter 15, roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion resistant, noncombustible wire mesh with '/4 inch (6mm) openings or its equivalent. 704A.2.2 Eave or cornice vents. Vents shall not be installed in eaves and cornices. EXCEPTION: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic area of the structure. 704A.2.3 Eave Protection. Fully enclosed eaves on entire structure. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition -resistant materials or noncombustible construction on the exposed underside. All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.orp,/Fireprevention/protplan/protplan.htmi J 0 I00'b Date Revised 03/24/06 6 Darren Read Fire Protection Planning Butte County Building Division MANUFACTURED HOME SUPPORT DATA Owner's name: zj&LL/11-_" A.P.# J2�82 - 0, Home Manufacturer: Manufacture Year: Model Number/ Name: Width:(ft.) Length: (ft.). FOOTINGS: Wood - pressure treated or.found ation grade[ ] Other: [It SUPPORTS: Concrete block ,>Nther:[ Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. Pier Footina Sizes and Locations SINGLE WIDE MULTI -WIDE Line1 ------------------------------------------------------------- Line 1 Line 2 Section 1 Line 2 Line1 ��------------------------------------------------=----------- Line 3 Section 2 Line 1 Piers: Minimum size piers: Spacing maximum: From ends maximum Line 2 Piers: Minimum size piers: Spacing maximum: _From ends maximum: Line 3 Roof Loads: Minimum size piers: Locai:ion (from front): Minimum size piers: Location (continued): Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 2 ------------------------------------------------------------ Line 4 (triple wide only) Section 3 Line 2 Snow Load: -2 psf X I I Snow Load requirements may be obtained at http://www.upstate-ca.com/butte/butte — county/ " Insert AP #, view snow load in lower right comer. Line 1 Ooeninas: ] X [ Z Minimum size pier. [g -l( ] X [ [ Z ] O Required at each side of openings over wide. 2 AP00^"r--r- go, - ,1 �� AP00^"r--r- - "" WGJ IIHIYV TIE DOWN ENGINEERING, Inc. ABS Pad #59301 - 16"x 22.5" (160imples, See Del. On Bottom PAGE e2 *ChassisVeam 272.727 127b 1I Bolts on to 8 1_-i7 A ov .100J % I a,5e• 0.045 P. (6v.) I Section - A tea. —. _ __Dimple Detail Enlarged Enlarged - 7 2,500 16. -- 5.11 2.563 16 x 22.5 ABS Pad 3.838 t0 6, 000 Ib. steel pier Attach pier to ASS Pad using (4) #14 x 2" SMS Screws. 16" x 22.5" The dimensions shown on detail right for injection mold process. Actual measured thicknesses after curing: Outer Flange = 0.134" to 0.121' (top) Bottom (base)= 0.100' Ribs (at base)= 0.137' to 0.114° (top) General Notes E°OaBoaraTxTmrus(seo�aa�o 1) Based on 1,000 lbs. PSF Soil D AMOOv�oD'QRofE 2 q d�C�Caaa5M0xea0. 360 square inches = 2.5 square w y 3) Rated 2,500 lbs. b 4) Flat side down. DEPA> e5itilisato(NMUMMM Axmittr W 0. 26070 5) Can be used with steel piers B, s - or concrete blocks D* 05 AR- t " 6) Tested, listed & labeled SP NM - 0 q�FUF A0 7) Listing #TDE-02-1012 Th''"�attpt= °� ok Qp Q nn C TIE DOWN ENGINEERING, Inc. ABS Pad #59303 - 24"x24" 0.25 R. Bottom r 0.50 ,. 04? 0.25 to �Add`0�05:0.1(�0a pOV wac'YO.S.,d�1d, 1 - 1 - - 4,l 24x2, r.harisir, Beam Attach pier to ABS Pad using (4) #14 x 2" SMS Screws. 24" x 24" The dimensions shown on detail right are for Injection mold process. Actual measured thicknesses after curing: Outer Flange = 0.124' to 0.107° (top) Bottom (base)= 0.103° Ribs (at base) = 0.182° to 0.118" (top) General Notes MOBMMME&ACCPSSO0.YBTR.UC'MRVUabaaaoou HSALTHAHD BAMMCODB, DWWOH TT.BW2 1) Based on 1,000 lbs. PSF Soil "PROWD soarzcr To c"WUMoxB aoTM 2) 576 square inches = 4 square ie�6m�l� 3) Rated 4,000 lbs. BTATa OFCALUMMA 4) Flat side down. or swo COSRAUHSTT 5) Can be used with Steel Piers. BA� or Concrete Blocks 6) Tested, listed & labeled BF MM —0 7) Listing #TDE-02-1014—An--4mwem 26070 , 1 0336 :::TIME DOWN: mcrurcxrrrc.; BUILD If� DIVISIC 'ROVED g r L UTILITY LOCATIONS I SYM DESCRIPTION DISTANCE FROM END / FROM SIDE 2 DRAIN OUTLET @ 14'-0" @ 3'-10" 3 'NATER INLET @ 30'-8" @ 0'-10" 4 ELECTRICAL INLET @ 23'-7Y2" @ 6'-0" 5 ELECTRICAL X -OVER @ 32'-8" @ 13'-4" 6 HEAT DUCT X -OVER @ S-2"' & 50'-2" @ 13'-4" 7 -DRAIN X -OVER @ 14'-0" @ 22'-10" 8 WATER X -OVER @ 17'-8" @ 13'-4" 9 WOOD FIREPLACE @ 51'-8" @ 18'-5" 10 DRYER VENT @ 30'-3Y4" @ 1'-0" ROOF ZONES `"` 0-n (LOAD IN POUNDS SUPPORTED BY PIER) Go BP-# LOCATION 30# C � a 8P-1 @ 0,-0" 3892 0 9 4 L %4' ulv y BP -2 @ 14'-8' 6398 -oUI LO OIAS(Oik. BP -3 @ 24'-0" 4266 A0 A, BP -4 @ 30'-8" 4266 BP -5 @ 40'-0" 6046 BP -6 @ 53'-4" 3556 CMH Manufacturing West Inc,. Marlette INK.,N OR TIH ill DIMENSIONS SHOWN ARE ACTUAL FLOOR BOX SIZE: DOES NOT INCLUDE SIDING AND ANY SET UP VARIANCE. LXX 's' g•_4' ID" FRAME 1-13EAM ACTUAL FLANGE DEPTH OF 9.860", GENERAL ,VOTES. ry p shundatlna by othas in aou&rma_nea R/nnrLrcab& eades 2. 03"t2t CYawl wee, lwatc vents as unflormiy as mazib1e on eIl s/des to obtain adeauele yentitallon. 2.)MAIN 17UM8- B' 9a7RU Y MATING LINE ZZR a al L CMH Manufacturing West Inc., Plmll Marlette_ r N-- A 00 $',1t"lh `i A FIRST EDITION 4828-9731-6 26'-8 )) x 48' -0" 1280. SQ. FT. OPT. 24^0' ON SITS MCI ARB9 OPT. FLIPPED UTILITY ROOM M M FIM MW UMffME PORCH -JJILUl L)lVisto, . ppoVED BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES ( BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS a OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buffecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name Z 72, irst me Mailing Address, City.- "1_/ State Statim Phon Fax E-mail CONTRACTOR Name Name Address Address City , Statim Zip P ne Fax E-mail Lic. # Class — ARCHITECT/ENGINEER Name O Address Occ. City /�� ` ` State Zip State Zip Phone Page Fax E-mail State License Number — APPLICANT INFORMATION Name O Address Occ. City /�� ` ` State Zip P1 3 Fax - E-mail Page 10MMAN/a/9 I !W-, Y " !1' mm For office use onl AP# _'31 ^ Q�Q Zoning A R— I I Flood Zone SRA Yes No Occ. WORKER'S COMPENSATION Type Const. Subdivision Name If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Map Book Page Lot #t Planner Date Approved: PERMIT NO. 9 BIN # PROJECT LOCATION AP# _'31 ^ Q�Q Prope ddress�') _ \ I._y Ci�, / U U6 Cross S reet 211 _9:7 v 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 scripti n or Scope of Work: lf� �7"V Sq FT- Living Garage Open Cov ❑ Structure Built"without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, 1,!a check fees for work plan checked and other department costs a:(. _wz refundable. Received by:y.,6, Amount: � _,.__ _Bk;g $ 1Qa, m SRA Receipt #: P)9% a1 tolo'� Date: (I V'2(2 -0(p _Sheriff Total DV STATE OF CALIFORNIA NUMBERBUSINESS, TRANSPORTATION Arm HOUSING AGENCY DEPARTMENT OF HOUSING ANO COMMUNITY DEVELOPMENT OMSION OF CODES AND STANDARDS3 MANUFACTURED ROUSING PROGRAM 24r MANUFACTURER CERTIFICATE OF ORIGIN -MM- -in DI§1W LyM2N: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR. UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (V%HITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812.1828, WIIIXIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW► DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO 11S DESTINATION. COPY S (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER HCD 483.0 - Side 1 - (7/97) 100/T002 101 0111AWO f+- - SOMOH SIPSONI ZE£EUMS IVA W tI Ili 1009/90/t0 ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING X NUMBER OF 2 Q SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MVLTI-UNI" MANUFACTURED HOUSING TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: CMH Manufacturing West, Inc. (Marlette) MF1126458 rAANUFACT,.vRER A0DRESS: SUGGESTED RETAIL PRICE: 400 W. Elm/P.O. Box 910 Hermiston OR 97838. $87,826.00 (SIJwQ State(Zip) .MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: Marlette First Edition - 9731 10/17/2006 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR DATE OF TRANSFER: .-- TRANSFEREE -DESIGNATION: - ---- Integrity Homes, Inc. I. 1067714 10/17/2006 DEALER OR TRANSFEREE ADDRESS: 1830 -Feather River Blvd. Oroville CA 95965 s"— c' Step z INVENTORY•CREDrrOR NAME: GE Commercial Finance 'NVENTORY CREDITOR ADDRESS: PO Box 94900 Palatine IL 60094-4900 sn,ge c slate SECTION MANUFACTURER SERIAL NUMBER MCD INSIGNIA OR HUD LABEL NUM8ER LENGTH WIDTH WEIGHT tb INCHES INCHES FOUNDS) 1 HER025491 ORA ORE 491367 640" 160" 33,264 2 HER025491 ORB ORE 491368 640"' 160" 33,264 TRANSPORTER NAME: TRANSPORTERADDRESS: StnsM Stato DESTINATION FOR UNIT DESCRIBED ABOVE' Integrity Homes, Inc. 1830 Feather River Blvd- Oroville CA 95965 NAME Street C' Stato Z 1 cvniy wrier Penalty of paiju y under Uie lawn of Uta Slate of CalAvmte Inas the above fade are tnre and caTeM 10/17/2006 Hermiston Umatilla OR 97838 CxemWW on at (0—) (City) (Cc") (state) SIGNATURE OF AVTHORREO AGENT. DI§1W LyM2N: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR. UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (V%HITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812.1828, WIIIXIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW► DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO 11S DESTINATION. COPY S (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER HCD 483.0 - Side 1 - (7/97) 100/T002 101 0111AWO f+- - SOMOH SIPSONI ZE£EUMS IVA W tI Ili 1009/90/t0 ��. 11,109/2006 10:07 FIDELITY TITLE ~e( 11/09/2006 10:01 FAX 530 899 9531 FAY VWWW , ��enr of Q��M ftamomw -conatasae IU WOOMM vn__ w.o.��e.d Isti.�1 ooaounea� awd Tom sbuavemi TO: 201611R1IW WAY Rodffi%.CA%-M OROIsIILLE 4 5330125 NO.237 1?01 FIDELITY NATIONAL TITLE 3 OROVILLE 002, 003 2006-0041799 9mrded I we It." 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Document-Year.Doc1D 2006.41799 Pagre: 1 of 2 !h 11/09/2006 10:07 F I DEL I TY T I TLE .OROIrI L:LE 4 5330125 - J "r 11/09/2006 10:01 FAX 530 899 9531 FIDELITY NATIONAL 4 ft m - M&-- W1486WIV U606 MA 1-000010 7NM mw_- O6yoNam lEx"U T OW TITLE a OROVILLE NO.237 D02 16003/003 THE tAND P24M FD TO HOM /SOW IS SR'UATCD IN THE UNDif]OMOiiATED ARE& CMTY OF OATE, STATE OF GLVORWk AND IS OESCtMED AS RXiDWS: lat 6 aM a i l'; of tot 9, as /gown an Vot certain Map mtftd. M am Unit tto. 7', "Wh Map w0s 19ad to the 011Goeor the Rworderof the County af W4r. StatA ofOaVanik May 16,195% In Book 30 or Maps, at Rapes) 20 and 21. sale porticn of tat 9 I dng ffKft pwbafnry 6 m cl be d as 1f0ft". BVbw iip atft moat Northe* ca.w of maid tot 9; tP ai - SAWN 960 W Emsk alm V the NOtthe* fire of tatd Lat 9, 111.18 tj0lx' to the Nor hmmi amw of 10t 10 of sold GwftnitsE,F'ta110r Un[ Na. 28; 0 ei cC . wih 11e 49" 4' VhZ along the boundary a* ba mm said Ub 9 Era 14 131.0 few; v, 'c lrotth 71' 4T S6' West 100.95 lad W a point vn the NotthrreiOrtl► fain ar 8ald tae 9: ttlat0e fVprih 13° 38' hatL 1798 abet OD the poYK of beptnnttlg. . )ascription: fttte,CA Doctuaent-Year.DacTD 2006.41799 Pager 2 of 2 ►rdar: green cozmant: FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: B06-2700 Address or location of unit: 9 BENCAIRNE DR OROVILLE CA 95966 Legal Description of Real Property: 069-360-050 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: VIRGINIA MARTIN Owner's address:2816 MERIDIAN WAY ROCKLIN CA 95765 INSIGNIA OR HUD NUMBER:ORE491367/8 SERIAL NUMBER OR V.I.N.: HER0254910RA/B MANUFACTURER'S NAME: CMH MANUFACTURING WEST, INC. YEAR: 2006 OFFICIAL APPROVING INSTALLATION: DATE: - r 3 --07 PHONE: (530) 538-7541 H.C.D. 513 f �. e � i. ti 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: 9 BENCAIRNE DR Owner: Permit NO: B07-1660' APN: 069-360-050 VIRGINIA MARTIN Issued Date: 08/08/2007 By KCG Permit type: MISCELLANEOUS 2816 MERIDIAN WAY Subtype: Wood Deck ROCKLIN, CA 95765 Expiration Date: 08/07/2008 Description: 2 OPEN DECKS (7X9 EA) (916) 601-7651 Occupancy: Zoning: AR -1 Contractor Applicant: Square Footage: S R M CONTRACTING S R M CONTRACTING Building Garage RemdUAddn 61 LUMBER JACK LANE 61 LUMBER JACK LANE OROVILLE, CA 95965 OROVILLE, CA 95965 Other Porch/Patio Total (530)218-0733 (530)218-0733 126 126 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Deck -Open (Wood) $159.00 DBSMIP Residential $0.50 Total Charged: $235.20 Fees Paid: $235.20 Balance Due: $0.00 Receipt No: B4085 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 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 (commencing with Section 7000) of Division 3 of the Bu ' ess 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 for nd a ect. _ 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 08/08/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contra rs 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 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 Cade, 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' Compensation 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: a (This section need not be competed if the permit is for one hundred dollars ($100) oror est ❑ I AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers'X 08/08/2007 compensation pro isions of S ion 3700 9f the Labor Code, I shall forthwith comply with those Owner's Signature Date provisio 7Z X /ko 08/08/2007 I hereby certify that I have read this application and state 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' NSATION 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 arising out 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 t is is a 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 abcVactd property for inspection purposes. I hereby certify that I am the p pe caner ramctlon,thepropertyowner'sbehalf. J PbV, '. 8/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for me of P rmi e [ GN] PrintDate the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner contractor OR. Agent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip �VTTF BUTTE COUNTY 0 o 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 OFAPPLICA TION Website: w. +w.buttecounty.net/dds OuN� **PLEASE'PRINT CLEARLY** CONTRACTOR OWNER INFORMATION Last Name City 0� First e Mailing Address Phone City E-mail State Zip 9G Phone Fax Fax E-mail State License Number CONTRACTOR Name 1-51211-7 Address City 0� State _ Phone Fax - E-mail Lic. # Class "1 �- PRO - 4-/ � PERMIT NO. CGn'`� 1 1 BIN # n/j PROJECT LOCATION AP# l.✓ G r 0'. �! Property Address City U WORKER'S COMPENSATION Policy Number l r Carrier ' If hiring anyone other than license contractors, a certificate of workers compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: ARCHITECT/ENGINEER Name Flood Zone Address State City Phone_22s S Zip Phone Fax E mail State License Number "1 �- PRO - 4-/ � PERMIT NO. CGn'`� 1 1 BIN # n/j PROJECT LOCATION AP# l.✓ G r 0'. �! Property Address City U WORKER'S COMPENSATION Policy Number l r Carrier ' If hiring anyone other than license contractors, a certificate of workers compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: APPLICANT INFORMATION Name' Address Flood Zone City State Zi Phone_22s ©. Fax E-mail J "1 �- PRO - 4-/ � PERMIT NO. CGn'`� 1 1 BIN # n/j PROJECT LOCATION AP# l.✓ G r 0'. �! Property Address City U WORKER'S COMPENSATION Policy Number l r Carrier ' If hiring anyone other than license contractors, a certificate of workers compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: Zoning Flood Zone SRA Yes Sq FT- Living Garage Open) Cov ❑ Structure Built without Permits'��, ❑ Proposed Change of Occupancy (Note previous use): J For office use only: Zoning Flood Zone SRA Yes No Occ. Type Const. 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 l Reference Number: B07-1660 Date: 08/01/2007 Location: 9 BENCAIRNE DR By: KEJ Parcel Number: 069-360-050 Sub Type: Wood Deck Owner Name: VIRGINIA MARTIN Phone: (916) 601-7651 Description: 2 OPEN DECKS (7X9 EA) �• 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 revocation of grading and/or other permits or other santions provided by law'. Signed: r Date: 08/01/2007 Title: 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: • Make sure your application is complete. • 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: B07-1660 Location: 9 BENCAIRNE DR Parcel Number: 069-360-050 Date: 08/01/2007 Owner Name: VIRGINIA MARTIN Phone: (916) 601-7651 2 OPEN DECKS Signature of Property Owner: FILE Date: 08/01/2007 T o �U��:�.F o • •;�; 00 _ _ - . eov.�i ..Department of Development Services 0 }Building Division 0 7 County Center Drive 0 Oroville, CA 95965 0 (530)538-7541. (530) 538-2140 FAX - GUARDRAIL DETAIL HANDOUT Nailing shall comply with Table UBC 23 -II -B-1. Lumber shall be at least Douglas Fir #2 or better (D.F. #2).. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2.4) Minimum underfloor clearances from finish grade to wood joists is 18'; (UBC 2306.3) and minimum 12" from the finish grade to wood girders or treated wood js required. No wood shall be placed closer than 6" to earth unless it is foundation grade or pressure treated. (UBC 2320.13) 4- Max] . a- ! Max. I 36" Min. m U) _ Top of 4' Max. Deck SIDE VIEW Min. 2x pressure treated ledger Min. 2 – 3/8" x-T-�W' lag bolts or screws. TYPICAL LEDGER If the deck/porch is 30" Pier posts greater or greater above the than 3 feet in height finish grade a guardrail is need to be diagonally required. braced between post 4 - 16d nails or an approved post base connection If using precast piers, wet set precast pier into concrete footing Min. 4 x 4 post @ 5'- 0" o.c. Intermediate rails spacing shall prevent the passage of a 4" diameter sphere. Top or 3/4" clearance Joist to the edge of �� 4—�he wood -4—member joist Min. 2- 1/2" dia. thru bolts required GUARDRAIL An approved post cap connection Girder or connect girder and post with s 1/2" plywd gussett Post and 3 - 16d nails top & bottom �► $„r Min. i ------------- 12*'-- 12" Footing I W'Min. embedment TYPICAL PIER FOOTING Guardrail 1997 UBC. --Is I I T,it ° ° f - o o ° - o o T -ter o 1114 Departrtient of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX. HANDRAIL DETAIL HANDOUT Nailing shall comply with Table 23 -II -B-1. Minimum underfloor clearances from finish grade to wood joists is 18`; (UBC 2306.3) : and minimum 12" from the finish grade to wood girders or treated wood is required. Minimum concrete compressive strength shall be 2.500 psi at 28 days. (UBC 19222_.4) Stairs serving 3000 sq.ft.and greater; risers shall be 7" max and treads 11" min. The dimension difference between the smallest and largest tread run or riser height within any flight of stairs can not exceed 318" (UBC 1003.3.3.3.3) Stair stringers shall be anchored to primary. structure. Toenails subject to withdraw are not acceptable anchors (2320.13). 3-112 t-va • 7 -tf2 ua= 4' Max. L2� u=1 .1Q • Mir. Intermediate rails 4• Max. spacing shall prevent The passage of a 4" 3a2 36" Min, diameter sphere.- 1-U4 • 10 2-t2• 4' Max. HANDRAILS Top of 4, 1-1/2 • Mik Top ofpew 4" Max. joist W Handrail Anchor stair ® height 34"-38" stringers to the ® 4-- s•Mln. Not Acceptable primary structurs with an approved 4 x 4 post min. joist hanger and 9 -Min screws, lags, M.B. Fier posts greater than 3 feet in height need to be diagonally braced between posts. 4 - 16d nails or an approved post base connscrion If using precast piers, wet set Girder ' 6 -Max Post - An approved post cap connection or connect girder & post with 1I2' plywd gussetE & 3 - 16d nails top & bottom Q„ 3-2x12/ p Min. Stringers 12 X 12 footing ►2 'Min. embedment Anach stringer to U:-:-:-:-:- Min. clear width at stairs shall be 36" Min. 2 - 112" dia. thru bolts required Min. 2x pressure treated sill plate ti Q -T f 54 r? r _ N MAX. _ x N .Ati Z � d '1 - tn C. SA_ p r4 Wim' ~ cA C3 rr CD 347 iCA /} WPlZAIL HEI UTLa 1 0 21 all: 3 b"Mist. s TAIR . MAX. rz YVIDTA ®� �O LA 4. N,� cO1n Ir• O Q y r '� ss V� 1995 � I x " � a za -a rnCa n o -oi . = m lzti! r• ti Q -T f 54 r? r _ N MAX. _ x N .Ati Z � d '1 - tn C. SA_ p r4 Wim' ~ cA C3 rr CD 347 iCA /} WPlZAIL HEI UTLa 1 0 21 all: 3 b"Mist. s TAIR . MAX. rz YVIDTA ®� �O LA 4. N,� cO1n Ir• O Q y r '� ss V� 1995 J s SEE ATTACHED D HANDRAIL AND GUARDRAIL HANDOUTS THE 2001 CBC, CMC, CPC, 2004 CEO, AND 2005 CALIFORNIA ENERGY STANDARDS AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. APPROVED PSS AND PERMIT SHALL BE ON SITE FOR ALL INSPECTIONS .119 Lx 1 1 _- Z m r C a ` �I � / i BUILDING PERMIT# 0? -1660 Oi ASSESSOR'SY- PARCEL# 6 6.7 3 1- O -05 Q A,f>rpt LOWN C r ! � � 0` _ OWNER APND '3, BP#v� I�G"I r: ......:.^+.+y" `^�.!!•^'.'7"' ` :�h,. u a.'-�•b".s! s "' `�`'� J. }k v"' i fFyt„� Y.. . y.••,»,;,. •. �.,am•�.•7-77 rw�.R vYt`",`m..•. - . • y. SITEP LAN............ . ..... . .................. . ............................... 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Assessors Parcel Nurraber:101 ®, 6 0 ® Scaler 1" _ o� Owner Name I/ Address 1 Phone N Site Location Contact: Name Phone FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" ' PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: RU -r --- E I ' INTRODUCTION V L -U The All Steel Foundation 1100 'V series is designed for both dirl and concrete foundation applications. Where noted the 'ICI' incl. CALL OUT NAME PART'NO, MATERIAL FINISH yOtvlprlEPIT _k Cates concrete wet or dry transverse (D) and longitudinal brackets (JJ and the 'IV' refers to the steel pan dirt selThese drawings B GROUND PAN - _ 1100 -IA -G ASTM 026 ASTM A123.39A.OR A929/A929M-96 - --- show foundations details'whic'h are applicable to HUD code houses and California FICO code manufactured homes or mobile homes C CONCRETE BASE CONCRETE SEE INSTALLATION USING CONCRETE RUNNER ETC only. The foundation plant shown is general and is to be adjusted to meet the specific house being installed.These design drawinor D GROUND PAN TRANSVERSE CONNECTOR U BRACKET 1100-3-G ASTM 9A36 ASTM A 123-89A OR A929/A929NI-96 ' CARRIAGE BOLT •3 HEX NUT, GPAOE-2, I REQUIRED are supplemental to the home installation manual. Refer to the installation manual for mating line and main rail Bier locations ar,J ) CONCRETE WET SET TRANSVERSE ANCHOR U BRACKET 1100-W-TACA ASTM TA -36 RUST RESISTANT BLACK PAINT CARRIAGE BOLT L HEX NUT. GRADE 2, I REQUIRED 0(N for specific support and anchoring requirements for spacial architectural features, Pier spacings shad be based on soil conditions ID) CONCRETE DRY SET TRANSVERSE CONNECTOR U BRACKET 1100-D.TACA ASTM IA -36 RUST RESISTANT BLACK PAINT CARRIAGE BOLT.t HEX NUr GP_OE 2. t P..EOUIP,Ell and roof loads for the site. This system meets the requirements of 2001 California Building Code, Title , . _5Chapter 2Article 7, "V"8PACE 1 I/2 -SO. TUBE 20' LONG` �- 1.50.20-P ASTM :ASIS RUST RESISTANT BLACK PAINT Section 1333 and California Health and Safety Code la55I'. -✓- BRACE 1 12- SO. TUBE 29' LONG ' 1,50-28-P ASTM ;�A513 PUST RESISTANT SLACK PAINT GENERAL NOTES 'V BRACE 1 12' SO. TUBE 39" LONG i 1.50-39-P ASTM TA513 RUST RESISTANT BLACK PAINT 'V- BRACE 1 12' SO. TUBE 44- LONG 1.50-44-P ASTM 9AS13 RUST RESISTANT BLACK PAINT I.AII work shall conform to the requirements of this design and of The building code adopted by the agency having jurisdiction. V BRACE 1 12 SO. TUBE 54- LONG 1,50 -5d -P ASTM ZA513 RUST RESISTANT BLACK PAINT 2.The -V' brace of the All Steel Foundation System has an approved design load as a pier of 4000 tbs. Support piers other Then F 'V- BRACE I -BEAM CONNECTOR E 2. 1 REQUIRED the `p brace shall be in accordance with the home manu(acturer's installation instructions and shall be approved designs of CMU H TELES. TRANSVERSE ARM 1 I!" SO. TUBE 00' LONG I ��o!0•P ASTM �A50-P ASTM 63 RUST RESISTANT BLACKPAINT RUST RESISTANT BLACK SELF TAPPINGT CARRIAGE LSCREWS,T HEX 11f4 T.G 1144x0314-. 4 REQUIRED or steel support stands TELES. TRANSVERSE ARM 11('' SO. TUBE 72 -LONG 1.50-72•P ASTM 9A513 RUST RESISTANT BLACK PAINT SELF TAPPING SCREWS. 1/4- 14x3/4-, 4 REQUIRED 3. Design Cdleria: - Wind Pressures - 70 Mph(15psl) and 30 Mph (20'psrj Exposure B and 710 Mph Exposure C TELES. TRANSVERSE ARM 1 114" SO. TUBE 60- LONG 1.25 -5o -p ASTM XA513 RUST RESISTANT BLACK PAINT Roof Live Loads 20 psi min. per house design TELES. TRANSVERSE ARM .1 1/4" SQ. TUBE 72- LONG 1.25-72_P .OSTM ;;A513 RUST RESISTANT BLACK PAINT f Seismic Zone- 4 ! 1 PANSVERSE ARM I-SEaht CONNECTOP. 2 PIECES1100-9-P ASTM XA36 RUST RESISTANT SLACK PAINT CARRIAGE BOLT 8 HEY NUT. GRADE 2, 2 REQUIRED Roof Pitch- 6:12 Max. J V PAN BRACKET 1100 -1I -G ASTM IA36 ASTM A123•a9A OR A9291A9291vi-96 CARRIAGE BOLT 8 HEX NUT, GRADE 2, 2 REQUIRED SideN/all Height- 102 Max. J(W) CONCRETE WET V ANCHOR BRACKET 1100-V'/-CPCA ASTM T.4-36 RUST RESISTANT BLACK PAINT CARRIAGE HOLT I HEX NUT. GRADE 2, t REQUIRED the appropriate design evind pressure far Ihls site (70 Mph or 80 Mph).Enter the applicable section of Table 1 or Table J(0) CONCRETE DRY V CONNECTOR, BRACKET 1100.0-CPCA ASTM XA-36 RUST RESISTANT BLACK PAINT CARRIAGE BOLT 3 HEX NUT. GRADE 2. 1 P,EOUIP.EO 2 (page 2) to determine the number of All Steel Foundation Brace Systems required. k SPECIAL elengtCIRCUMSTANCES: AB ALL CONCRETE a) I(eave length exceeds I T l0 24-: Use one additional Transverse'Syslem (noted on drawing by T) b) -Exposure C in windzones 75 NUMBER OF FOUNDATION BRACE SYSTEMS 8 80: Use two (2) additional full systems (from 80 Mph table) noted on drawing by E. and additional two (2) anchors per side on ALTER. REQUIRED WIND 8 SEISMIC ZONE 4 FOOTERS I - Transverse arm / NATE FOOTER single section homes. I-beam Connector H - Transverse arm If the following conditions occur - STOP! Contact Oliver Technologies at 1-800-284-7437 for further instruction: 70 B WINO AREAS lop (1.251 a) System height exceeds 4W (Syslem height can not exceed 36' on 1 -beam widths less than a6') b) Roof eaves exceed 24' c) SEeWaI FOUNDATION BRACE MODEL 1100 1 C'V" or 1100 IV OR RUl \ L `I L' RS ' To (1! (t'S') heightexceed 102' d).P.cofP1tchgreakrihahEl2 2 BRACES(A1 3 BRACES(B) 46RACES(C) / \ e). Location is Wain ISM (eelfof oast are 4 Fooling to surface area exceeds 3 square reel g) Soil oxhdi6ufs less that 48 0 man rel spacing WIDTH HOUSE LENGTH- exceeds IOZ' - 12' UP TO 56' 57' TO 76' - h INSTALLATION OF G�tOUND PAN f'IV'1 14' UP TO 56r 57' TO 76• - System Placement A) Second pier from �'_.,`:[;; 1. Remove weeds and debris in an approximate three foot square to expose firm, level undisturbed soil or Controlled fill for each round 16' UP TO 54' S4' TO 75' - end at opposite apposing sides. B) 9 24' UP To 5o' s1' TO 76' Same as 'A', add third system placed at ., - �__i• 4.1 \ pan (8) 28' UP TO 50' S1' TO 74• 73' TO 76' - Z Place ground pan centered drecUy below chassis. )-beam_ Press or drive pan firmly into sod until flush with or below soil surface 32' UP TO 48' 49' TO 72' 73• TO 76' center ref, outside halt; author side. C} IN ace USING CONCRETE RUNNER f FOOTER.I'ICV•l 33.70.48' - UP TO 62' 6]• To �6• Second pier From end, all (our sides. D) The concrete tooter, runner or slab.may be any'shapedhat has the minimum of 2900 coin. with a min inium depth or 3 112' (dry set) ar � 6' (wen set);'at:lhe she ed e o ton, and the surface le the X ZZ* must be large este shall -be support the pier load and allow al least 4' from 80 8 8 70 C WINO AREAS Repeat 'C, place 5th system at center co cone mix I beollt'ithe edge of lee concrete on Of t le enc X 22' X 6'). The not r to;halhbe rNnimum 2500 psi mix (pre -blended sacked FOUNDATION BRACE MODEL 1100 1 C'•V' or 1100 IV pier, outside tail, either side. " concrete mix Is-aoceptable)':.Speriat tnspec6on of the anchoi:fnslallatons is not re When Installed on runners;or full slab, and 2 8PAC ES(A) 3 8RAC ES(8)- 4 BRACESfC) 5 8R C S(D) \ adjoining piers are pemhanently fixed, no diagonal frame anchors aro needed on single saction- hanies. If the 1100 ITC Transverse WIDTH HOUSE LENGTH F- :V braces I-beam D •Pan transverse connector system, (D bracket only) is to be installed..witouil•using ahe 1100 ILClongiludinal system. (J bracket,) it MUST be instaned within t8' of a 12• UP TO 42' 43' TO 64' 65' TO 76/ ' - connectors or D(W) OR vers concrete . pier. _ 14' UP TO 42' 43' TO Sr 63' TO 71i! LONGITUDINAL• en u ma the -1100. el set J(W1.6rackel_ simply install the bracketinrunner/footer OR When instaning in a„rer+ 16' UP TO 40' 41' TO 62' 63' 7,0 76' �- SEE TABLE _ 7 tr ansa connector 24' UP TO 38• ]9' TO SAY SB' TO 76' concrete use the bracket set sire ilocati l The Mark dry se1J(D) bracket a attached Io the ar male nary it nit z ole to a re wedge 28' UP TO 36' 37'70 56' ss' TO 74'. • 75' & I6' FOR FOOTERS OF baits. otace the bracket desired location. Mark nolut of tlocations.hols.Place using a bolts diem. masonry bit: drill a hole to a.mfnimum 32' UP TO 36' 37' TO 54' S5' TO 72' 7]•'''O 76' depth owe Make sure all dust and concrete bols. blown out of the hales. Placa wedge bolls into drilled hales, Then place 1100 J(D) brack- ]]•TO 48• - UP TO 64' 73' O 76' ALTERNATE 1VIATERI,4LS el onto wedge bolls and slaA.hvedge bolt nuts. Take akammer and lightly drive the wedge bolts down by hitting the nut (making sure ALTERNATE to hit the top of threads -on boll} a sleeve of concrale wedge boll need lobe at or below the loo of concrete.Complete by light. eiting nuts.PIER ON CONCRETE FOO ER @ 5' 6' O.C. MAX LATERAL: (a) For Wet set Installation sell lhlitransverse anehorbracket D(W) into runnenfooler at desired koation. b For set install O dry r._..__..._r--••--..._..-_._.__-----•-_............................. lotion the dry se4 bracket O(0) isattached to the conaele.using (2) 12-x W concrele.wedge bells. Mark boll hole locations, then using ^y F MAX TYP. -•- _----- a 1/2' diam.. masonry bili drillholes to a miNmum depth of 3'. Make 'sure all dust and concrete is blown out of the holes. Place wedge r Lolls into'drUled holes Attach tiansverse connector bracket DID)_ If needed, lake a hammer and lightly drive the wedge bolls down byi OPTIONAL SKIRTINGS BASE killing the nut (making siure not to hit the lop of Threads on bolt.) Complete by lightening nuts. SPECIAL NOTE: The, longitudinal V brace system serves as a plerLndei• the home and should be loaded as any.other pier. It Is rec- .�_:,- -� - C, E'D � [..-_ ` D ;B,C,D,E ommendes I th after leveling peers, and one-quarter (1/4') b one-half inch (172') before home is lowered completely on to piers, cam. E - - plele Ilertts 1 lhfokrgh.5 below. IN3TAILLATION OF LONGTTUOINA "V" BRACE SYSTEM 1. Soled the corned^square'lube brace (E) lengll}for sol -.up (pier) height at support location.' I iTYP. PIER 8 FOOTERPIER HEIGHT - 1.50' , (Appiox. a0 , 60 -degrees, Max.) Tube Length zoI x Pier Height = the dimension from the. top of pa, %f urtdation Co' the -bottom of I-beam 2. Install -both of the 1 SO " ->Jii�la99�>j:iSia•;::�:,:y: faev'i=20';;.;.r 187 to: 2T 29': i'<:.�`i�:�`�L�>�''.i:�•�..r�e:r;yFxx�a.t:asxx 3g- =>'ir: 30'16 4W 44- a) mstataton ai the longitudinal system Aminales the need for lon- 9rtudircl anchor 1,b),Insladalton of e transverse system drnirhales the need for diag- enalframe hes, athnd slahiru:erplates, c)'A0 other home manuiadurersinslructions for installation of stabilizing devices must be followed, including installation of sidewa square lubes (,E) into the -U' bracket J , in;ort cam a boll and leave nut vertical tedown anchors shear Wall or center -tine fie -down anchors. (% a9 d) If the home manufacturer's installation instructions are not "- loose for final adjustment. able, the home must -be inslaled in accordance with Any slate orom- r 3. Place 1 -bears connector (F) loosely on the bottom Range of the I-beam. ulgaled rules, or, as required by Me authority having jurisdiction. 4. Attach the selected 1.S' tubes (E) to the I-beam connectors (F) aid fasten • loosely with bolts, and'nUtd- Note. The footet must be level in both dreclioni; to ensure The angle•Meriuilgs on lhe'66'ferjtcinLcvrtrieclor are correct Pian the horizontal plane of the rooter. The angle is not to exceed 60 degrees ' and not less than 40 degrees. The V bracket (J) is stamped with the angles to verify correct degree. Use propel length lube or at arid drill lube to achieve proper length. (The lube may tie cut using anyappropriate steel cutting method such as sled saw, cutting torah, etc'. New holes must * to drilled to the dimension, and at Ihe•loia6on a i shorwn for part E) 5. Using standard hand tools ,lighten all nuts and balls. When connecting the brace lube to the I-beam connector bracket (F) iighlen at least one and a half to two full turns past hand light. INSTALLATION OF LATERAL TE1 ESC6P1NG TRANSVERSE ARM SYSTEM 6• Select the Correct square tube brace (H) length for set-up lateral transverse at support location. The GO.- length is standard, (With the 1.50' tube as the bottom tube. and the 125- lube as the inserted tube.) The 72' tube is used on extended frame widths greater Than - 99.5 7. Install she 1.50 transverse brace (H) to the tooter/ground pan connector (D) with boll and nut._ a. Slide 1..25- transverse brace into the 1.50 -brace and attach to adjacent I-beam connector ( I ) with boll and nut. 9. Secure 1.50' transverse ark; to 1 25' Transverse arm using four (4) 1/4" • 14 x 3/4- self -lapping screvis in ori; -drilled pilot holes. Floor Jolst Main Rall. 2' Ma t. Piet Approved pier stand or Clamp ler t Weld, T 3"x15"CMU plot o Alain Beam /- Clamp or anchor plerlo Optional skira, rooter. Typ• nonJoad bead enclosure wall 6" min. concrole top of surrounding soil (_ footing or 3.fi" -> `�` 4'� _•-• . minfur Nnner I_ 22"x22'Min. ' .I Concrete FootInn E � • ai A(I A,B,C.D,E CEDI sl�l C1 it -- t -- COFCA�IF 7T;MAX MULTI S 73' TO oarO Air ' - WHEN REQUIRED BY TABLEI t --M.ALL STEEL FOUNDATION BRACE MODEL 1100 IC V PIER ON CONCRETE FOOTER (a 5' 6. O.C. MAX - � � � � ' ABCOE U - � F MAX TYP. !............................... 111 v I r � O 4 B .D : 1 uJ C,E,D TYP; PIER '& FOOTER OPTIONAL SKIRTING L BASE I U ;) A -are.r.-.<:...,tire�F.-,-:_-wee,...ear-,v:.t:..•f.::.s.,c,.....-v..w>n...r.w..i<.:•,._-rich.... .............�_. E �gg i.t U f I -Z i E f(. � �'� �-•�- ) �ilrG lNE 71EaS 7EN xO15EL:.XUrnC:llRfa fliral,UNJ1 rISTP.UCTtkwl- I_).. , ((� •� A ,- 'i . 1 1 a oar' i 1 F �`p'I. _::::::::.c.;.:::...� + w , 1 Ld �-:..:tet-----^•_---z�.--�--.. - ........f 1 •. `S- A,B,C,D.E f E p - - '- 0 1- A. • r � p7 C - Concrete Bas or\v� J - Pan V bracket or \ S- Ground Pan J(W) or J(D) - E - V Brace CkmixeteV'Bracket Tube (1.5-) OLIVER TECHNOLO GIES, INC. 1-800-284-7437 - fax: 931=796-8811 W-W.Olivertechnolog ies.corn CA -3 ALL STEEL FOUNDATION SYSTEM MODEL 1100 ICV'-&' 1160 IV .MA l?ERMANENT FOUNDATION SYSTEM Edward M. Salsbury, P.E_ - Consulting Civil Engineer 1052 SL John Place -Santa Ana, CA 92705-2320 714-730-8115 Date: November 12, 2003 - Scale: None x Page -Sheet: l/ - FOUNDATION SYSTEM HEALTH AND SAFETY CODE, SECtiON IS sl APPROVED z SUBMCT TO CORRECTIONS NOTHD - v . APPROVAL DOES NOT AUTHORIZE OR APPRO ANY �c OMISSIONS OR DEVIATION FROM REQUIRE TS OF APPLICABLE STATE.LAWS AND 2 EGULATd NS State of California of Houaaing and Community Osvelort naut DES AND STANDARDS SPA NO. This Pltaat Appioval Expires 7-,1- r 6 (``{� !_.I res C... / ��, ._' t 1 e i ; J r=i - FOOTERS OF ALTERNATE MATERIALS ALL STEEL FOUNDA'T'ION SYSTEM 110:0 IV (PAN) AND 1100 ICV (CONCRETE) INSTALLATION WITH APPROVED ABS OR TREATED WOOD FOOTERS GENERAL NOTES CONTINUED: SEE GENERAL NOTES, SHEET .I OF ? FOR INSTALLATION OF ALL STEEL FOUNDATION BRACE SYSTEMS See General Notes, Sheet 1 of 2, for installation of the All Steel Foundation Brace Systems. T'iedowns wit st ao and anther are re Uired on si le section houses and some :vi soeeial design criteria on -when ABS or - er'7realed'Naod Footers are ulilil- �. Strap and an shall have a working load capadly of 3150 -lbs :sigh a minimum ultimate eapae- oInstructions f 47?S lbs. Strap Shag meet ASTrvI 0395;x41 .Strap and anchor shall be installed in acordance with equipment manulactur- ' zy f4725lbs. i 1 CU I CU p 1 0 - � o _5 c 3 O` .ar GI -c O U rn w 01 j C .0 O — . (] W 1. Floor Jail 2- Moa. ied pier stand or CMU pier lep of surrounding soil Approved A86. Foo0er or treated wood. NUMBER,OF FOUNDATIOON@1: CE SYSTEMS AND/OR TIEOOWNS REf11JIRE0 Vpf1�0 6 SEISMIC ZONE 4 70 B WINDAREAS (iSPSP)' FOUNDATION BRACE MODEL 1100 I'-%— or l0,1lr TIE00= NCHbh REi_ lVIRED-PER SIDE OF HOWE zmaA_CF3/AJ 3 BRACES(HJ 4 BRACESrC) WIDTH HOUSE LENGTH 3 CV ORs 4 aNCHORs �?'• UP TO 56' S7' TO 76' _ Ho. �.,�,,j.LENGTH 4 UP TO 56' S7• TO 76' _ UP TO 7f' 73' TO 76• 14' UP TO 54' S4• TO 76' UP TO;w 24' UP TO SW S1' TO 76'. UP To' -7v 28' UP TO SO' 51' TO, 74' 73• TO 76' NONE Aka. NONE: REO.. 32' UP TO 48' 49' 70;72' 7.3' TO 76' N011 NONE -REG. 337046' - UPO5T TO76' . �NOE�—NNOONN�EE.'�.RREk Oii d WtONEREO. FgUlDAilON BRACE'MOOEL�BAS (20PSF)1.09A:"rIC'V z0PAcEs(A) aB 6 sH. TIEDOW4CHOR REQUIRED PER SIDE.O. F HOUSE '.4�cI s-eRA F,WIDTH HpUSE�Ey�Tli W4ANCUIft-- a0cNph3 12' UP T042ri ' 43' TU C14*' X65' TO 76• HOUS,'ELENGTH' 14' U107Q 42r ' ,y •-T'O 6.• 63 T076' - UP TO 66' 67'70 76' 16' UP TO'g0' ,41!'30 63!' 67 '70.76' UP TO 66' 67' TO 76• 24' UP 70 j' 39 (0,58', .:58`.707,6' UP TO 6a' 69' TO it: 28' up Y6 se 3� "FOSti' Sr TO'74' , 7S• d 76 NONE REO. NONE REO .' 32' UP TO 36 3P 7'61 54' $5 TO 72' 73' TO 76' NONE REO. NONE REG. 'Y'"• 33'TO4a' •• - UP Td 6-0' 73'*O'76' NONE REG. NONE REO. NONE REO. NONE REO. Wl en Tie Downs are req.Uired, placement is as follows: Sore t Imide homes requt. a rniri more than of 3 anchors per side, two (2) of those anchors located not han 2 Feet from ear h ent1i� Any additional anchors (as .specified by Table 2) are to be spaced evenly along each side. PIER ON FOOTER PER -HOUSE MANUFACTURER. INSTALLATION INSTRUCTIONS B' O.0 MAX !•- -------------------------------------------- _._---- T MAX TYP I i t OPTIONAL SMRTING S BASE j C. E' D � e.0 • A,s,c.o,E 1 _ ........7- _vris— - s `.- 1 Q x•21 .! .' ...e......!�tfj....,.... M' TYP PIfiR`8 FOOtER i :. ' A.9:C:D.E Ct-STRAP -% ANCHOR. 'TIE•bowN TYPICAL' ffM. WHEN i;!EaUIRED 8Y TABLE 2 ALL STEEL FJUNDAI ION 8EUACE MODEL I lob 1 -v or 1100 IC %r - PIER ON FOOTER PER,HOUSE?'AMNUFACTURE2 INSTALLATION INSTRUCTIONS 8' O.C. MAX 2' MAX TYP. ^• --- -_.�r I B,D A,B,C,D,E C.E.D r__ TYP PIER a FOOTER, _— OPTIONAL SMRTING & BASE P•1 T 14" rep C E;D B,D A,B,C,D,E ' MAIN BEAM ' %recd Bon w . Ctarnp P,.gcr b HSii Be.m E E n _-- 1!101! Floor Jail 2- Moa. ied pier stand or CMU pier lep of surrounding soil Approved A86. Foo0er or treated wood. NUMBER,OF FOUNDATIOON@1: CE SYSTEMS AND/OR TIEOOWNS REf11JIRE0 Vpf1�0 6 SEISMIC ZONE 4 70 B WINDAREAS (iSPSP)' FOUNDATION BRACE MODEL 1100 I'-%— or l0,1lr TIE00= NCHbh REi_ lVIRED-PER SIDE OF HOWE zmaA_CF3/AJ 3 BRACES(HJ 4 BRACESrC) WIDTH HOUSE LENGTH 3 CV ORs 4 aNCHORs �?'• UP TO 56' S7' TO 76' _ Ho. �.,�,,j.LENGTH 4 UP TO 56' S7• TO 76' _ UP TO 7f' 73' TO 76• 14' UP TO 54' S4• TO 76' UP TO;w 24' UP TO SW S1' TO 76'. UP To' -7v 28' UP TO SO' 51' TO, 74' 73• TO 76' NONE Aka. NONE: REO.. 32' UP TO 48' 49' 70;72' 7.3' TO 76' N011 NONE -REG. 337046' - UPO5T TO76' . �NOE�—NNOONN�EE.'�.RREk Oii d WtONEREO. FgUlDAilON BRACE'MOOEL�BAS (20PSF)1.09A:"rIC'V z0PAcEs(A) aB 6 sH. TIEDOW4CHOR REQUIRED PER SIDE.O. F HOUSE '.4�cI s-eRA F,WIDTH HpUSE�Ey�Tli W4ANCUIft-- a0cNph3 12' UP T042ri ' 43' TU C14*' X65' TO 76• HOUS,'ELENGTH' 14' U107Q 42r ' ,y •-T'O 6.• 63 T076' - UP TO 66' 67'70 76' 16' UP TO'g0' ,41!'30 63!' 67 '70.76' UP TO 66' 67' TO 76• 24' UP 70 j' 39 (0,58', .:58`.707,6' UP TO 6a' 69' TO it: 28' up Y6 se 3� "FOSti' Sr TO'74' , 7S• d 76 NONE REO. NONE REO .' 32' UP TO 36 3P 7'61 54' $5 TO 72' 73' TO 76' NONE REO. NONE REG. 'Y'"• 33'TO4a' •• - UP Td 6-0' 73'*O'76' NONE REG. NONE REO. NONE REO. NONE REO. Wl en Tie Downs are req.Uired, placement is as follows: Sore t Imide homes requt. a rniri more than of 3 anchors per side, two (2) of those anchors located not han 2 Feet from ear h ent1i� Any additional anchors (as .specified by Table 2) are to be spaced evenly along each side. PIER ON FOOTER PER -HOUSE MANUFACTURER. INSTALLATION INSTRUCTIONS B' O.0 MAX !•- -------------------------------------------- _._---- T MAX TYP I i t OPTIONAL SMRTING S BASE j C. E' D � e.0 • A,s,c.o,E 1 _ ........7- _vris— - s `.- 1 Q x•21 .! .' ...e......!�tfj....,.... M' TYP PIfiR`8 FOOtER i :. ' A.9:C:D.E Ct-STRAP -% ANCHOR. 'TIE•bowN TYPICAL' ffM. WHEN i;!EaUIRED 8Y TABLE 2 ALL STEEL FJUNDAI ION 8EUACE MODEL I lob 1 -v or 1100 IC %r - PIER ON FOOTER PER,HOUSE?'AMNUFACTURE2 INSTALLATION INSTRUCTIONS 8' O.C. MAX 2' MAX TYP. ^• --- -_.�r I B,D A,B,C,D,E C.E.D r__ TYP PIER a FOOTER, _— OPTIONAL SMRTING & BASE P•1 T 14" rep C E;D B,D A,B,C,D,E ' MATING UN6:1+It3t5 PER HOUSE-MA1iilFRCTURr tt1$T9j,lrRIDN<1NSTRl1CTlOn ' 1-800-284-14-9-1 fax, R 1=796c88f1�' II e CA -3 ALL STEEL FOVNDATI(1� $YSTEM'MODEL 1100 IC1/'lVbll p F;fUlq[Vi;NT E. QNU !_; 1TlotJ SY$TE UI Edward M"Salsbilj, PE;.Consiiftinj Crvil Er1gI(ieer t02- St. John .Place -San#a-Ana,' C 4X2706-2320 71:4 730-8115 .Date: Noverhber 12; 2003 Scale None Page -Sheet 212- Rdit 1- .'Dated Febua 7 2605 -- j MANUFACTURED HOMEIMODtf. RHOMS " - i FUUNDATxQ�i•$YSTEIVI HEALTH AND SAFETY CODS, S on 285571 r APIPRovt . .� MATING I.I. iE PIER' PER HOUSE mAnIUFAcrURE.� INSTALLATION IFISTRUCTIOPIS . rJ..•_.._ ip ff -_— _ - - s -- -- -- SUBJECT TO CORRECTIOPi3 X03ED i b a z APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY ...... ! t ` OMISSIONS OR DEVIATION FROM REQUIREMENTS OF 1�� - -- -- -- E:� _,!�F --=� : " APPLICABLE STATE LAWS AND REGULATIONS G:� ::...� ••�d _-_-_..-.._..... - . _: _,. — _ _ . - _ ......- _ _ ,II� State of Califorriie i A,B,C.D,E, E D - -•- -'! IDsp(>i of Housing and Co>n»Iila DovdOpmezi I r - �-..._......----..........•-- -_ 76,ze WEISS AND STANDARDS I 3DdAeL3 Gil - I . - SPA o. - r _'R't�.i5 ill•\I��i:-:; �,•� �.?�"' ..r till-/: ,.. !1. ,'�-�:.�-1