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058-370-013
BUTTE (COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-706 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538!2140 Website: www.buttecounty.net/dds Permit No: : B07-0279 Issued: 06/04/2007 Address: 3844 WINDERMERE LN Area: CONCOW Owner: JOEL AND CHARITY OkOV 058-370-013 Applicant: CHAIN ENTERPRISES Map Page: Permit Type: SFD-Mobile Home PFS Description: MH PERM FND NEW SITE .. �1 a, AREA 3 Flood Zone: None SRA Area: Yes SETBACKS Front Setback: 20' Side Setback: 5' Rear Setback: 5' Other Setback: Minimum Setback From Centerline of Street: ALL PLAN REVISIONS MUST BE APPROVI? BY THE COUNTY BEFORE PROCEEDING vi Inspection Type IVR INSP DATE Setbacks 132 , 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 Gas Test H HCD PERMIT FORINT_ 415 � Gas Test Y NUMBER: Masonry C DESC.RQ'TION. g.�ur,� Masonry P DATE CLOSED: e. UnderflooigCD INSPECTOR tr'i 7�ze i__ _ a Underflook Shear Transfer 136 Under Floor Plumbing '412, Under Slab Plumbing 411 Gas Piping`. .K-••-, 403 Do Not Install Floor Sheathing or Slab Until Above Signed Holdowns/Straps 122 ShearwallB.W.P.-Interior '135 ShearwallB.W.P.-Exterior 135 RoofNail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing w 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 11, Inspection Type I IVR I INSP I DATE Do Not Insulate Until Above Signed Wall Insulation 117 538-6837 cxt 169 Ceiling OFFICE COPY j T -Bar C' Bldg Permit Stucco I Address: I Stucco c 1 Stucco I E GAS 13y:- Date:t0_�. Setbac Electric By:` Date:% -5% l Pool Pli Gas Tes; .a, ..�,.k 'I :.moi .St` - •.�"':,:, " _ y Pre-Gunute wv Pool Elec/Bonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 503 1 Pre -Plaster 507 Manufactured Homes Setbacks 132 Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404 . S' Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactu' - 1156-0 Date of MiManufacturer Model Na Date of Manufacture _ 'sem Serial Nurr Serial Number(s) Length x v HUD Numbers) ZA 33d 767 Insignia: CeL 33V-?260 Public Works Fina 538-7681 Fire Department/CDF 538-6837 cxt 169 Env. Health Final 538-7281 Sewer District Final "PROJECT FINAL 801 07 I -rroiecr rinai is a q-ernncare or occupancy for trcesioennarvmyl PERMITS BECOME NULL AND VOID I YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy _ 1k ` - - COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES *` 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE -' OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at -`: the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. DE h x" ti ary� iq Al k' Date 12,1_eb! Inspector REV 4/05 Phone # aA'.. FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 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: 3844 WINDERMERE LN Owner: Permit No: B07-0279 APN: 058-370-013 JOEL AND CHARITY CHAIN Issued Date: 06/04/2007 By KCG Permit type: RESIDENTIAL 1661 FOREST AVENUE #118 Subtype: SFD-Mobile Home PFS CHICO, CA 95928 Expiration Date: 06/03/2008 Description: MH PERM FND NEW SITE Occupancy: R-3 Zoning: RT1 Contractor Applicant: Square Footage: CHAIN ENTERPRISES CHAIN ENTERPRISES Building Garage Remdl/Addn 19812 FRESHWATER DRIVE 19812 FRESHWATER DRIVE 1,344 COTTONWOOD, CA 96022 COTTONWOOD, CA 96022 Other Porch/Patio Total (530)370-1818 (530)370-1818 1,344 FEE INFORMATION CWIF MH $1,794.79 DBFIRE SRA Fire Plan Review (S $102.70 CWIF MH $1,663.57 DBMSC Mobile Home $329.94 CWIFAUD Impact Processing Audi $50.00 DBSMIP Residential $0.50 CWIFDDS Impact Processing Fee $50.00 DB SRA Fire Plan Check Fee $109.98 DBEH Building Review Fee $75.70 DBF MH Plan Check $219.96 Total Charged: $4,499.84 Fees Paid: $4,499.84 DBFIRE Fire Inspection (SRA) R $102.70 Balance Due: $0.00 Receipt No: B3335 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that 1 am exempt from the Contractor's License CHAIN ENTERPRISES 360678 / A 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 pursuant to the provisions of the Contractofs License Law [Chapter 9 (commencing with Section 7000) I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with ection 7000) of Division 3 of the Business and Professions Code, and my license is in full fo an ffact. 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 06/04/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ContrA or's 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 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.). 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: ction 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' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the 1333625 . Date: 10/01/2007 Carrier: State Fund Policy Number: Exp Contractor's License Law.). (This section need not be completed if the permit is or on7 a hundred dollars ($100) or less. I AM EXEMPT under Section B. 8 P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS X 06/04/2007 ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, 1 shall forthwith comply with those Owner's Signature Date provision XL_- 06/04/2007 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' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, 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, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the ATTORNEY'S FEES. use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to gifir the above mentioned property for inspection purposes. I hereby certify that I am the grope y er or am authorized to act o; the. pro . owners behalf. 06/04/2007 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for N e of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1Contractor OR; DAgent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 53&7541 Fax (530) 538-2140 Permit Number: B07-0279 Job Address: 0 WINDERMERE LN Contractor: CHAIN ENTERPRISES 19812 FRESHWATER DRIVE COTTONWOOD, CA 96022 Printed: 02/15/2007 9:48 am Fee Description Account Number Fee Amount Paid Date Pmt Amt CWIF MH CWIFFIREF MH 1851-0-280-1011852 $299.21 CWIFPWRDS MH 1831-0-280-1011001 $786.79 CWIFFIREVE MH 1851-0-280-1011853 $577.57 DBEH Buildine Review Fee CWIFLBRYF MH 0021-540013-4614901-1010 $75.70 02/15/2007 $75.70 DBFIRE Fire Inspection (SRA) R 1800-0-280-1011811 $288.00 CWIFSHERFF MH 0100-450001-4617240-1010 $102.70 DBFIRE SRA Fire Plan Review (S 1825-0-280-1011827 $132.35 CWIFGGVE MH 0100-450001-4617240-1010 $102.70 02/15/2007 $102.70 DB SRA Fire Plan Check Fee 1825-0-280-1011828 $3.94 0010-440001-4210500-1010 $109.98 CWIFAUD Impact Processing Audi 0010-050-4617998-101001 $50.00 CWIFDDS Impact Processing Fee 0010-440001-4617999-1010 $50.00 DBMSC Mobile Home 0010-440001-4210500-1010 $329.94 -'�DBF MH Plan Check 0010-440001-4210500-1010 $219.96 02/15/2007 $219.96 CWIF MH CWIFSHERFVE MH 1840-0-280-1011842 $124.73 CWIFGGF MH 1808-0-280-101001 $542.98 CWIFLBRYF MH 1825-0-280-1011826 $196.74 CWIFSHERFJL MH 1800-0-280-1011811 $288.00 CWIFSHERFF MH 1840-0-280-1011841 $255.63 CWIFLBRYM MH 1825-0-280-1011827 $132.35 CWIFGGVE MH 1810-0-280-101001 $250.42 CWIFLBRYV MH 1825-0-280-1011828 $3.94 DBSMIP Residential 1001-0-280-1011298 $0.50 - ' 49499.84 $398.36 Printed By: Gwyn Benedict Balance Due: $4,101.48 At the time of permit application, Iadvised th a ve fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: Date: 02/15/2007 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). %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/codesibutteco/ Reference Number: B07-0279 Location: 0 WINDERMERE LN Parcel Number: 058-370-013 Date: 02/15/2007 Owner Name: DAVIS, JAMES E REV TRUST Phone: MH PERM FND NEW SITE Signature of Property Owner: Date: 02/15/2007 FILE 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: B07-0279 Date: 02/15/2007 Location: 0 WINDERMERE LN By: GLB Parcel Number: 058-370-013 Sub Type: SFD-Mobile Home PI Owner Name: DAVIS, JAMES E REV TRUST Phone: Description: MH PERM FND NEW SITE 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 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 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 Oroville Elementary 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 e James E. Davis 4285 Tuliyani Drive Chico, CA 95973 530-893=0962 Butte County Department of Development Services February 15, 2007 To whom it my concern, I authorize Steven Chain to act as attorney in fact and my agent for all actives related to obtaining permits for development of property known as AN 058-370-013. Sincere , Ja s E. Davis BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM ❑ FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CH�CO AREA RECREATION AND PARK DISTRACT (CARD) PIT ARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Ntunber (s) r c?7��- b (� Building Pen -nit Number • V y/ 9 Property Owner (s) Project Location /Address LO %, VXA we Y Q (_._N Subdivision Name Assessable Sq. Ftge t -t'7 Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling _Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: at►na-x. Building D(p` kt nenf RApresentative Date ' I ❑ FRRPD 0 CARD CYPRPD 0 DRPD certifies that: Applicantltdne Phone Number Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. ( �� by Payment of: Dwelling Units @ $ per unit for a total of $ Square Feet . @ $ . , 5 0 per sq foot for a total of Remarks: Paid by Check No: Paid by Cash: mar» Receipt No: a 0 3- BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) -6V -6\11, S School District Y 1�-�—{ . M Q � ( , Building Department No. Tax Rate Area No. % 0 A.P. Number' �3(J ' �� �� Jurisdiction: City County Property Owner a oAc S 1 ` Property Location/Address y Subdivision Lot No. Residential Development ................................................ _................................................ , 9 L Sq. Footage / � C/ 1 No of Living Mobile Home Addition/ *Supplemental to (Group Units Installation Conversion Permit # Cr. Demo - .............................................................._.................................: *(No foundation inspection) existing ft. see attache d ng sq. Net total sq. ft. ( Lr Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Sq. Footage New Addition (Including Exterior l/4,1 n - Roofed Areas) Building Wartme t I epresentative Date District Identification No. n 7""n" N''7 _i\iTG 1 School District certifies that�F�V (Payor) (Street (zip a -654-i (Phone Number) has complied with the requirements of Resolution No. by payment of $3y representing square feet. B 2926 $ FULL MITIGATION $ r\ r School Paid by Check # , Remarks: fl c e �� slon Date �r 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 STATE OF CALIFORNIA -DEPARTMENT. OF HOUSING AND COMMUNITY DEVELOPMENT REGISTRATION CARD Manufactured Home Decal No: LAK2871 ManufacturerlD/Name 90047 BAYSHORE Trade Name BAYSHORE Model 99024B DOM 09/30/1986 DFS 01/29/1987 RY Exp. Date Serial Number Label/Insignia Number Weight Length Width SPC SCC Exempt Use Type BHA0399A 338767 14,474 64' 12' 57 SFD LPT •13HA03996 338768 9,972 48' 12' Issued Total Fees Paid Dec 28, 2006 ; $184.00. Addressee STEVEN KAY CHAIN 19812 FRESHWATER DR COTTONWOOD, CA 96022 Reg.is..ter6d, Qwnert0_ STEVEN KAY CHAIN 19812 FRESHWATER DR COTTONWOOD, CA 96022 Situs Address . 1399•SACRAMENTO"AVE 59 . WEST SACRAMENTO, CA •95605-1951 �,,)SING q,�O O •n Z 3G O 'IIS' DEv�~ IMPORTANT THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. " THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. DTN: 4670054 12282006- 187 r BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 D A FEE WLEL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds BIN # **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name D cS Fest ame Wing Address � 5 � �► U y1�N 1 rt city b i2 S'� 7 3 Phone3 _ a Fax Etre r CONTRACTOR Name G4-JTQZ 5 Address I � 8 ( a, b i2 city F E -mw r � &A State Zip S %.2 Phone53u-320 Fax 536 -3¢%- (0658 E-mail 25 fE (�( nt�Cs+� PVLL5C3 a uc. # 3� o 4,78 Class _ r APPUCANTINFORMATION ARCHITECT/ENGINEER Name C-4 Ca TrnA wmA Address 530-310—I`81`Q Qty E -mw r � &A State Lp Phone Fax E-nW `StEde,Ucense.Nurrber APPUCANTINFORMATION SRA Yes No Zoning Flood!�TyEConst Address C-4 Ca TrnA wmA state 530-310—I`81`Q Fax 5,, _34?-�aSQ E -mw r � &A EPPLUJCA1NT4$NATURE X 3 PROJECT LOCATION AP# p51 — 3-7 0 yAd nz WORKER'S COMPENSATION Policy Number Carrier If Idding anyone odw Bran ►/cense conbactors, a cerdficate of worker's compensation must be shown at the time of permit Issuance. LENDING AGENCY Name n e - Address �J DESCRIPTION OR SCOPE OF WORK- ORKSq SRA Yes No Zoning Flood!�TyEConst Ooc. SqFT- L' ng f. " Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use I : SRA Yes No Zoning Flood!�TyEConst Ooc. 139-. :�->ce �' u COPY of Document Recorded • _ . 19-14ay-20&7 2W7-0023206 13RLYD1l M MML TSD: Has not been corpared with BUTTE COUNTY BUI BI NG DIVISION original 7 COUNTY CENTER DRIVE LDiRoviLLE, CR, 9S965 BUM COUNTY. RECORDER AGIUCULTURAL STATE T ®F ACiM®ivLEDdMEINT FOR RESIDENTM DEVE%Ok MNT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building Pewit- The property.described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fatiliaers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, . smoke, not§e, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations, All that real property situate in the County of Butte, State of California, described as follows: State of California County of Biu►. On before known to tae (or proved to me on the basis of satisfactoay,ev#dense) to � the person(s) va�lxose Itam�s) is/a� subscribed to a c Within instrat by and r/thAck, vledged to rue that he/shc they executed the some in mer/ebeir authorizes ast�citygies),.and niece by h lrer/th ' to ort the iaastraa at, the person(s) or the entity upon behalf of which the peaEMO) acted, executed the 1 e meats WI'NE&S nay h nd and official a Sipa tel: ANGI mon 1668 APc # yrs - coaro da v the fWlowing desaibed progeny in the C�•ty of Orovilie, County of Same, State of Cafitomia: PARCEL Y: LOT 69, AS SHOWN ON THAT .CERTAIN MAP.EKriTLEA, -CAMEL® I SPRING VALLEY RA6�C�9", WHICH MAP WAS FIpM IN THE OFFICE of THE RECMDER OF THE COU, 4f OF STATE OF CALIFORNIA, ON OBER 10, 1971, IN BOOK 35 of MAPS, AT PAGE(S) 31, 52, 53, 54, 55 AND 56. PARCEL Lata AN EASEMEW FOR THE'UR AND Mo ENT OF -EACH OFSAMP COMMMAREAS AND NATURAL ARS DESIGNATED ON THE CERTAIN MAR EM77LE®, -CAMELOT SPRING VALLEY fCH19, WHICH MAP WAS FILE® IN THE 0MCE OF THE RECORDER of THE T9f CoUNof EBd1TE, STATE OF CAUFORNIk ON SPM13ER 10,1971, IN BOOK N of REAPS, AT PAGE(S) 52. 52v 53,54,-55 AND 56. Dated: ®4/t89/ZO V • MM1 Tat StMemwft To: SAME At AWVE lifornia Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Building Permit #.()-) - 21 01 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 CDF/Butte 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. 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. SRA Development Requirements, Revised 01/10/07 S A F E Is E Q U I R E M E N T S 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 bridges 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 turnout 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. SRA Development Requirements, Revised 01/10/07 2 f 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. SRA Development Requirements, Revised 01/10/07 r 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. (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. Same Practical Effect Requirements for buildings less then 30 feet from property line: Ern 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 or 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: SRA Development Requirements, Revised 01/10/07 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. Public Resources Code 4621 thru 4628 and California Forest Practice Rules Article 7 Prior to any lot clearing activity or cutting of trees, contact the Butte area Forester at (530) 872-6353 to determine the need for a less then 3 acre conversion exemption permit or a timber harvest plan. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split (regardless of parcel size) after September 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect your official parcel map to confirm if sprinklers are required. If you are building a new residential structure on a parcel 3 acres or larger, you are required install an automatic fire sprinkler system in accordance with the National Fire Protection Association standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D. SRA Development Requirements, Revised 01/10/07 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. 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 the 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 '/ 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.org/Fireprevention/protplan/protplan.html SRA Development Requirements, Revised 01/10/07 6 OUNTY DIVISIOI Butte County Building Division MANUFACTURED HOME SUPPORT -DATA OHmer's.name: ��C-44 e �,�, A- P.# 0 G _ '370 _ o f 3 Home Manufacturer. T:,C-"D Manulactur+e Year. Model Ngmber I Name: - 0 8 s ! G- VlCrrw. i fp LerrgtN: (ft.) Ft)OTIN Wood .pressure or foundation. grede[l�tlaer{- SUPPORTS: Concrete block [ Other:[ ] r Provide. manufacturers installation mane♦ ,suppott' blocking requirements and state approved or engineered foundedon or tie down system specifications. Pifer Footing Si*es and LoGatiions SINGLE WIDE lane 1 Line 2 Sadler 7 Line .1 Section 2 Sedlon 3 ;. MULTI -WADI: Line 2 Line 3 Une,2 .Line 4 (triple wide•only). Una 2 Line 1 P,iers: SnowLoad: psf Minimum size piers: 2Z-4 Z'4 snow-4"d.r qumements maybe raed at Spacing maximum: S ntta:►fwww.UPd c= lb,Aaa wurmrl From: ends maidmum: 2 041 Insert AP #, view snow toad in lower rl comer. Dine 2 Piers: Minimum size piers: j I Z I X f 30 'SPadiiio "Maximum: From ends maximum: 1 2 p Line 3 Roof Loads: Minimum size pierce. Location (from fmnt): Minimum size piers: Location (contnued): Ln 4 Roof Loads: Minimum size piers. Lotion (from ")- Minimum size piers: Location (continued): 'ne 1 O-peninas: Minimum size pier, [ 12 ] X [ 7-4- j E uired at each side of openings over }_ 5y WICL �L COUNTY LESS THAN 3 ACRE CONVERSION EXEMPTION STATE OF CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION NOTICE OF TIMBER OPERATIONS THAT ARE EXEMPT FROM CONVERSION AND TIMBER HARVESTING PLAN REQUIREMENTS RM -73(1104.1 a) (9/99) FOR ADMIN. USE ONLY Ex. # Date of Receipt Date Accepted VALID FOR ONE YEAR FROM DATE OF RECEIPT BY CDF TIMBER OPERATIONS CANNOT START UNTIL VALID COPY Date Expires 1 OF A NOTICE OF ACCEPTANCE IS RECEIVED FROM CDF The Director of the Department of Forestry and Fire Protection is hereby notified of timber operations under the requirements of 14 CCR 1104.1(a). Harvesting of trees which is a single conversion to a non -timber growing use of timberland of less than three acres. (See 14 CCR 1104.1(a) for a description of the conditions on the conduct of this type of timber operation, and additional information that is required to be submitted.) Complete Items 1. through 8. on both pages of this notice. 1. TIMBER OWNER(S) OF RECORD: Name Joel Chain Address 1661 Forest Ave City Chico State CA Zip 95928 Phone (530)342-6584 I SIGNATURE (W Date (0 U� `O TIMBER TAX EXEMPTION: Timber owners owe timber yield tax when they harvest trees unless the harvest is exempt (Revenue and Taxation Code sec. 38116) _Some small or low value harvests may be exempt from timber yield tax: Timber removed from an operation whose value does not exceed $3,000 within a quarter, according to BOE Harvest Value Schedules, Rule 1024. If you believe your harvest may qualify for this exemption, please complete items A and B below. For timber yield tax information or for further assistance with these questions call the state Board of Equalization, 1-800-400-7115, or write: Timber Tax Section, MIC: 60, State Board of Equalization, P.O. Box 942879, Sacramento, California 94279-0060; or contact the BOE Web Page on the Internet at http://www.boe.ca.ttov. A. Circle the option that most closely estimates the total volume for this harvest, in thousands of board feet (mbf - Net Scribner short log):Under 8 mbf 8-15 mbf 16-25 mbf Over 25 mbf B. Estimate what percentage of timber to be removed during this harvest will be: Redwood _%; Ponderosa pine/Sugar_ %; Douglas -fir %; Fir %; Port -Orford Cedar %; Cedar (IC, WRC)_ %; Other, confer_ %; Other, hardwood—%. 2. TIMBERLAND OWNER(S) OF RECORD: Name Joel Chain Address 1661 Forest Ave City Chico State CA Zip 95928 Phone (530)342-6584 SIGNATURE & Date I certify, under penalty of perjury, that this is a one-time conversion to a non -timberland use, that there is a "bona ride intent" [14 CCR 1100 (b)] to convert to home construction and yard area, and that /have mailed a letter of notice of intent to harvest timber, prepared by the Registered Professional Forester, to all adjacent landowners within 300 feet of the boundaries of the exemption. SIGNA 3. LICENSED TIMBER OPERATOR(S): Name Gene Jeffery Rolls Lic. No. A7332 Address PO Box 432 City Forest Ranch State CA Zip 95942 Phone (530)343-7341 SIGNATURE Date 4. Designate the legal land description of the location of timberland conversion. A map showing the location of the timberland conversion MUST be attached. The map must show the ownership boundaries, the location of the timber operation, boundaries of the conversion, location and classification of all watercourses, and landing locations. Section Township Range Base & Meridian County Acreage to be Converted –Assessors Parcel Number 3 22N 4E MDBBM BUTTE .25ac 058-370-013 Page 1. NOTE:This form has two pages. Continue on and complete Page 2. Read the instructions before attempting to complete. LESS THAN THREE ACRE CONVERSION EXEMPTION, Page 2. 5. The following are limitations or requirements for timber operations conducted under a Less Than Three Acre Conversion Exemption (Notice, Notice of Conversion Exemption, Conversion Exemption): A. Timber operations shall comply with all other applicable provisions of the Forest Practice Act and regulations, county general plans, zoning ordinances, and any implementing ordinances; copies of the state rules and regulations may be found on CDF's Web Page on the Internet at http://www.fire.ca.gov. B. All timber operations shall be complete within one year from the date of acceptance by the Director. C. All conversion activities shall be complete within two years from the date of acceptance by the Director unless under permit by local jurisdiction. Failure to complete the conversion requires compliance with stocking standards and stocking report requirements of the Act and board regulations. D. The timber operator shall remove or dispose of all slash or woody debris in accordance with 14 CCR 1104.1 (a) (2) (D). The timberland owner may assume responsibility for the slash treatment, provided the landowner acknowledges in writing to the Director such responsibility at the time of submission of this notice. The specific requirements shall be included with the acknowledgment. E. Timber operations shall not be conducted during the winter period unless a winter operation plan or in lieu practices required by Forest Practice regulations are specified within (attached to) this Notice. F. No timber operations are allowed within a Watercourse and Lake Protection Zone unless specifically approved by local permit(e.g. county, city). G. No timber operations shall be conducted until the Director's notice of acceptance is received and a valid copy of this Notice and the Director's acceptance shall be kept on site during timber operations. H. No sites of rare, threatened or endangered plants or animals or species of special concern shall be disturbed, threatened, or damaged. I. No timber operations are allowed on significant historical or archeological sites. J. Within one month of the completion of timber operations, including slash disposal, the timberland owner shall submit a Work Com letion Re o to the D ector. D Ira�S qtr 6. I, �l/t' declare as the authorizedKe of the Butte County that this conversion exemption is in conforman county regulatory requirements, including public notice. (If the county has authorized a designee this' FIAU be completed. If it has not, see item 7.) SIGNATURE Date �:a 4 e 20 2 igo c5' t° v 2 ✓Y7 � 5 /��� C.... 7. Registered Professio ®rester py pa i g otice: Name Randolph Vasquez Number 1884 Address City Oroville State CA Zip 95965 Phone (530)534-5229 I certify that I, or my supervised designee: prepared this Notice of Conversion Exemption Timber Operations; visited the site and flagged the boundaries of the conversion exemption, applicable WLPZ's and equipment limitation zones; prepared a notice according to 14 CCR 1104.1(a)(3) to be mailed by the landowner and that a copy of the notice was posted and dated on the ownership, visible to the public, at least 5 days prior to the postmark date of submission of the Notice of Conversion Exemption; and that if the County Board of Supervisors has not designated a representative authorized to sign in Item 6., that 1, or my supervised designee, contacted the county and the otice is in conformance with county regulations. SIGNATURE of RPF �J Date r 8. NOTICE SUBMITTER(S): Name e! Ch" Address 1661 Forest Ave City Chico State CA Zip 95928 Phone (530)342-6584 p Submitter must be either 1, 2, or 3 above, and must sign. SIGNATURE Date (A FILE THIS NOTICE WITH THE NEAREST CDF OFFICE BELOW FOR THE COUNTY IN WHICH THE OPERATION WILL OCCUR: Humboldt, Del Norte, Mendocino, Sonoma, Marin, Lake, Napa, Colusa, Solano, Alameda, 135 Ridgway Avenue San Mateo, Santa Cruz, Santa Clara, Contra Costa, and western Trinity Counties. => Santa Rosa, CA 95401 Siskiyou, Modoc, Shasta, eastern Trinity, Lassen, Tehama, Glenn, Butte, Sutter, Plumas, => 6105 Airport Road Yuba, Sierra, Nevada, and Placer Counties. => Redding, CA 96002 EI Dorado, Amador, Alpine, Calaveras, Tuolumne, Mariposa, Merced, Madera, Fresno, Tulare, => 1234 East Shaw Avenue Kern, Stanislaus, San Benito, Monterey, King, San Joaquin and Sacramento Counties. => Fresno, CA 93710 Ventura, Los Angeles, San Bernadino, Orange, Riverside, Inyo, Mono, San Diego and => 2524 Mulberry Street Imperial Counties. => Riverside, CA 92501 2 WINTER OPERATIONS Chain less than 3 acre conversion For Timber operations occurring within the Winter Season the following plan shall be used; The in -lieu option as allowed in 14 CCR 914 (934, 954) .7 14 CCR 934.7(c) 1) Tractor yarding, or the use of tractors for constructing layouts, firebreaks or other tractor roads shall be done only during dry, rainless periods where soils are not saturated. 2) Installation of drainage facilities and structures, is required from October 15 to May 1 on all constructed skid trails and tractor roads prior to sunset if the National Weather Service forecast is a "chance" (30% or more) of rain within the next.24 hours The provisions of this subsection do not apply to mechanical site preparation. 3) During winter operations after rains, road use shall be suspended until the running surface has stabilized by freezing or drying. Hauling operations to cease when surface material must be shaped to develop a driveable medium. * No hauling, road construction, or maintenance shall occur when road surface is saturated as defined in CCR 895.1. Emergency road maintenance conducted to alleviate erosion problems does not fall under this limitation. * Erosion control structures will be maintained in working condition during wet weather road use at any time of the year. NOTE: "Winter period" means the period between November 15 and April 1, except as noted under special County Rules at Title 14 CCR 925.1, 926.18, 927.1, and 965.5 (a) except as otherwise provided in the rules: (1) All waterbreaks shall be installed no later than the beginning of the winter period of the current year of timber operations. (2) Installation of drainage facilities and structures is required from October 15 to November 15 and April 1 to May 1 on all constructed skid trails and tractor roads prior to sunset if the National Weather Service forecast is a "chance" (30% or more) of rain within the next 24 hours. c., •+S '� l� S i} �. �f: r(, E,Ii, '' /#: �.� 1�,'f �,i��-y., •r.• i'i �,!'- rd��� - r p� ", � i ' � 9 r���,. � �.k .� 7 i i' ``4s'Iifi r •'il'�',� .sr =°,q,�__ f :h.,�.. •i• yy q� ti��,y � � �` •4 AG •i •� _ fT' L� .� � � �r Chain Conversion Sec 3 T22N R4E Location Map5y�,h,;.: irPa fn. 14 1•� f ti. - i' jr•—s, '°e � . l 'h �-. - •� s•-„ �u tr- r.ra. j5y 'P,r � '�S .fir 4 "^' ��' � � ��'Syy � .e s � � �+ y � II 4 F�ti a `i9s, °•'�ti � � � � aoe ...� -uc. s,..,, '.vim.. �, � �; �J tom"'-�{-� �:' � ti. � �, ���' a 7 ! 4�i s ... If•9_¢ `,. 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'F i� ` h h PIAS NAA() C/A A.�It 1 ;o o, 6 a ENTERPRISES L � � RESIDENCE FOR: CHAIN E 1 —� JOEL 4 CHARITY CHAIN �} CAMELOT5PRINGS SUBDIV15ION-LOT99 O 9 OROVI LLE, CA 95965 Vl � MOUL SID.L)eL2 APN# 058-370-013 rws>awemn s Department of Forestry and Fire Protection 6105 Airport Road Redding Calif. 96002 Attn; William Schultz Deputy Chief Dear Mr. Schultz; This letter is to acknowledge that responsibility for treatment of logging slash and woody debris is assumed by the landowner. The landowner acknowledges in writing notice of such responsibility and specific slash and woody debris treatment requirements and timing as follows; (1) Unless otherwise required, slash greater than one inch in diameter and greater than two feet long, and woody debris, except pine, shall receive full treatment no later than April 1 of the year following its creation, or within one year from the date of acceptance of the conversion exemption by the Director, whichever comes first. (2) All pine slash three inches and greater in diameter and longer than four feet must receive initial treatment if it is still on the parcel, within 7 days of its creation. (3) All pine woody debris longer than four feet must receive an initial treatment prior to full treatment. (4) Initial treatment shall include limbing woody debris and cutting slash and woody debris into lengths of less than four feet, and leaving the pieces exposed to solar radiation to aid in rapid drying. (5) Full treatment of all pine slash and woody debris must be completed by March 1 of the year following its creation, or within one year from the date of acceptance of the conversion exemption by the Director, whichever comes fust. (6) Full slash and woody debris treatment may include any of the following: a. burying; b. chipping and spreading; c. piling and burning; or d. removing slash and woody debris from the site for treatment in compliance with (a) -(b). Slash and woody debris may not be burned by open outdoor fres except under permit from the appropriate fire protection agency, if required, the local air pollution control district or air quality management district. The burning must occur on the property where the slash and woody debris originated. (7) Slash and woody debris, except for pine, which is cut up for firewood shall be cut to lengths 24 inches or less and set aside for drying by April 1 of the year following its creation. Pine slash and woody debris which is cut up for firewood shall be cut to lengths 24 inches or less and set aside for drying within seven days of its creation. All treatment work must be completed prior to the expiration date for the conversion exemption. ($� Any treatment which involves burning of slash or woody debris shall comply with all state and local fire and air quality rules. (, This section does not supersede more restrictive treatments or time frames within a Forest district or subdistrict. Signature below indicates agreement to the above stated responsibilities. Timberland Owner Name: Joel ChainC2 20 _p Street Address/PO Box: 1661 Forest Ave CM City: Chico Zip Code: 95928 Telephone Number (530)342-6584 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: 3844 WINDERMERE LN Owner: Permit NO: B07-1265 APN: 058-370-013 JOEL CHAIN Issued Date: 07/03/2007 By KCG Permit type: MISCELLANEOUS 1661 FOREST AVENUE Subtype: Private Garage/Shop CHICO, CA 95928 Expiration Date: 07/02/2008 Description: GARAGE 21X20 (530) 342-6584 Occupancy: Zoning: RTI Contractor Applicant: Square Footage: CHAIN ENTERPRISES CHAIN ENTERPRISES Building Garage Remdl/Addn 19812 FRESHWATER DRIVE 19812 FRESHWATER DRIVE 420 COTTONWOOD, CA 96022 COTTONWOOD, CA 96022 Other Porch/Patio Total (530)370-1818 (530)370-1818 420 FEE INFORMATION DBEH Building Review Fee $75.70 DBF Garage -Wood Frame Plan Che $233.56 DBFIRE Fire Inspection (SRA) R $102.70 DBFIRE Fire Inspection (SRA) R $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage/Shop/Strge Wood F $350.34 DBOMSCF Fire Safe Standards Re $115.98 Total Charged: $1,084.69 Fees Paid: $1,084.69 DBSMIP Residential $1.01 Balance Due: $0.00 Receipt No: B3754 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 CHAIN ENTERPRISES 360678 / A 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force an effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the t basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X A 07/03/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractof S' ria r Date - -11, 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, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: on 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' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund Policy Number: 1333625 Exp. Da te: 10/01/2007 Contractor's License Law.). (This section nee not a comp Bled if the permit is or on7 e��ollars ($100) or ess. ❑ 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 X 07/03/2007 ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of alifomia, and agree that if I should become subject to the workers' compensation provisio sof Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 07/03/2007 I hereby certify that I have read this application and state that the above information is cored. 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' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES UP TO ONE ury, includdiits injury, ng 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. Coun tc enter a above mentioned property for inspection purposes. I hereby certify that I am the props owner, r am authorized to ad on the prppe wnefs behalf. CONSTRUCTION LENDING AGENCY A 07/03/2007 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for NanJqffl FrifirffiTitee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner O.ntractor OR. DAgent for Owner ❑Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES C , 0 BUILDING PEkMIT APPLICATION 00 OFFICE i#: (530) 538-7541 FAX #: (530) 538-2140 o —=– o A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds 01IN **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name / A,4 First me Mailing A�OrepsCAP' �� A Jc— 4118 City 14 ,� Phone S 30- 34a _ StateCA Zip Fax E-mail j 0 E L &arrs2�SCS , tJ GT PERMIT NO. Ff)- ? f l BIN # . PROJECT LOCATION AP# Property Address 4 �� L City . b IL6d1l 'ir4 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 Nam Address DESCRIPTION OR SCOPE OF WORK: G GG Sq FT- Living Garage ou Open Cov ❑ Structure Built without Permits I f f� ❑ Proposed Change of Occupancy /, "C 6 (Note previous use): For office use only: CONTRACTOR Name 1 Address 19 C3 i Z ries l4 *b2 City LtTrW4 t ISIS D Stat zo Phone530� 343- (ot22 Fax 530- 347_ (,o5° E-mail T CA R -,i&) 9:kjTre. em5eS. SIC- 4' Lic. # 60 —� 8 � Class � PERMIT NO. Ff)- ? f l BIN # . PROJECT LOCATION AP# Property Address 4 �� L City . b IL6d1l 'ir4 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 Nam Address DESCRIPTION OR SCOPE OF WORK: G GG Sq FT- Living Garage ou Open Cov ❑ Structure Built without Permits I f f� ❑ Proposed Change of Occupancy /, "C 6 (Note previous use): For office use only: ARCHITECT/ENGINEER Name SRA Addtess Address City City State Zip Phone Fax Fax E-mail State License Number PERMIT NO. Ff)- ? f l BIN # . PROJECT LOCATION AP# Property Address 4 �� L City . b IL6d1l 'ir4 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 Nam Address DESCRIPTION OR SCOPE OF WORK: G GG Sq FT- Living Garage ou Open Cov ❑ Structure Built without Permits I f f� ❑ Proposed Change of Occupancy /, "C 6 (Note previous use): For office use only: APPLICANT INFORMATION Name SRA es Address Occ. City Zip Phone Fax E-mail PERMIT NO. Ff)- ? f l BIN # . PROJECT LOCATION AP# Property Address 4 �� L City . b IL6d1l 'ir4 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 Nam Address DESCRIPTION OR SCOPE OF WORK: G GG Sq FT- Living Garage ou Open Cov ❑ Structure Built without Permits I f f� ❑ Proposed Change of Occupancy /, "C 6 (Note previous use): For office use only: Zoning Flood Zone SRA es No Occ. Type Const. Butte County Department of Development Services TINT 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 hqp://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1265 Location: 0 WINDERMERE LN Parcel Number Owner Name: 058-370-013 JOEL CHAIN GARAGE 21X20 Signature of Property Owner: FILE Date: 6/11/2007 Phone: (530) 342-6584 Date: 6/11/2007 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: B07-1265 Date: 6/11/2007 Location: 0 WINDERMERE LN By: TMP Parcel Number: 058-370-013 Sub Type: Private Garage/Shop Owner Name: JOEL CHAIN Phone: (530) 342-6584 Description: GARAGE 21X20 / The above permit application has the following Clearances required prior to permit issuance. Please contact ch 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 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 R PARKS & RECREATIO/RS ❑ Chico Area Recreation District, 545 Vallombrosa, Chic0) 895-4711 Durham Park & Recreation District, 9447 Midway, Du - (530) 345-1921 Feather River Recreaction &Park District, 1200 Myee CA95966-(530)533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise C) 872-6393 SCHOOL DISTRICTS ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 ❑ Chico Unified School District, 1163 East 7 h Street, Chico CA 95926 - (530) 891-3006 ❑ Durham Unified School District, 49 utney Drive, Durham CA 95938 - (530) 895-4675 ❑ Gridley School District, 429 M olia, Gridley CA 95948 - (530) 846-4723 ❑ Marysville School District 919 B Street, Marysville CA 95901 - (530) 741-6000 ❑ Oroville Elementary ool District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 ❑ Oroville Union 'gh, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 ❑ Paradise U Pied School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER ❑ Re rded copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ ity of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 r] Other: ❑ Other: ❑ Other: Signature of Property Owner: FILE Date: 6/11/2007 Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm 'Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment Reference Number: B07-1265 Location: 0 WINDERMERE LN Parcel Number Owner Name: Description: 058-370-013 JOEL CHAIN GARAGE 21X20 [LESS THAN 1 ACRE 1 Date: 6/11/2007 By: TMP Sub Type: Private Garage/Shop Phone: (530) 342-6584 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: 0,0-1 7W4 -( i FILE Date: 6/11/2007 BUTTE COUNTYTEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1265 Job Address: 0 WINDERMERE LN Contractor: CHAIN ENTERPRISES 19812 FRESHWATER DRIVE COTTONWOOD, CA 96022 Printed: 6/11/2007 12:37 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 6/11/2007 $75.70 DBFIRE Fire Inspection (SRA) R 0100-450001-4617240-1010 $102.70 6/11/2007 $102.70 0100-450001-4617240-1010 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 6/11/2007 $102.70 DBMSC Garage/Shop/Serge Wood F 0010-440001-4210500-1010 $350.34 DBF Garage -Wood Frame Plan Che 0010-440001-4210500-1010 $233.56 6/11/2007 $233.56 DBSMIP Residential 1001-0-280-1011298 $1.01 11084.69 $514.66 Printed By: Gwyn Benedict IN Balance Due: $570.03 At the time of permit p licatio , I was advised the above fees are required prior to issuance of the permit. These fee chan a ing the plan checking process. Signature: Date: 6/11/2007 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). California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau Reference Number: B07-1265 Location: 0 WINDERMERE LN Parcel Number: Owner Name: Description 058-370-013 JOEL CHAIN GARAGE 21X20 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Date: 6/11/2007 By: TMP Sub Type: Private Garage/Shop Phone: (530)342-6584. 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. 6/11/2007 Date Rev'd 5/7/07 Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at htty://buttefire.ori/Fireprevention/protplan/protplan.html FILE BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 3 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-7"36 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538.2140 Website: www.buttecounty.net/dds Permit No: B07-1266 Issued: 7/3/2007 Address: 3844 WINDERMERE LN Area: CONCOW Owner: JOEL CHAIN Applicant: CHAIN ENTERPRISES APN: 058-370-013 Permit Type: Patio Cover/Cvd Pch Description: 3 COV PORCHES TOTAL 168' Flood Zone: None SRA Area: Yes SETBACKS for Zonine. AG. SRA. PW Front: 20' Centerline of Road: Rear: 5' SRA: Side: 5' AG: Other: Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING I Inspection Type IVR INSP DATE Setbacks 132 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 Gas Test House 404 Gas Test Yard 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed 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 of -Roofing Until Above Signed Rough Framing 128 (,7- ,,,jRough RoughPlumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 I •t,nals Inspection Type I IVR TI—NSP I 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 Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool Elec/Bonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 132 Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: Public Works Fina 538-7681 Fire Department/CDF 538-6837 cxt 169 Env. Health Final 538-7281 Sewer District Final **PROJECT FINAL 1 801 'r -rrolect rnfai is a t,eruncare of Occupancy for (Residential Only) PERMITS BECOME NULL. AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK IiAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS .PRIOR TO EXPIRATION Inspector Copy 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: 3844 WINDERMERE LN Owner: Permit NO: B07-1266 APN: 058-370-013 JOEL CHAIN Issued Date: 07/03/2007 By KEJ Permit type: MISCELLANEOUS 1661 FOREST AVENUE Subtype: Patio Cover/Cvd Pch CHICO, CA 95928 Expiration Date: 07/02/2008 Description: 3 COV PORCHES TOTAL 168' (530) 342-6584 Occupancy: Zoning: RT1 Contractor Applicant: Square Footage: CHAIN ENTERPRISES CHAIN ENTERPRISES Building Garage Remdl/Addn 19812 FRESHWATER DRIVE 19812 FRESHWATER DRIVE COTTONWOOD, CA 96022 COTTONWOOD, CA 96022 Other Porch/Patio Total (530)370-1818 (530)370-1818 168 168 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Patio Cover/Covered Pore $159.00 Total Charged: $234.70 Fees Paid: $234.70 Balance Due: $0.00 Receipt No: B3456 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 CHAIN ENTERPRISES 360678 / A 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 Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force nd a 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 07/03/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contracto Msignature Date -11, 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, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: S n 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' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the 1333625 10/0112007 Carrier: State Fund Policy Number: Exp. Dat e: Contractors License Law.). (This section need not a completed if the permit is or one hundred dollars ($100) or less. ❑ 1 AM EXEMPT under Section B. 8 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 07/03/2007 compensation provision of Section 3700 of the Labor Code, I shall forthwith comply with those Signature Date provisions.Owners X 07/03/2007 1 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' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, 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. 1 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 prop rty owne or am authorized to act on a proqa ers behalf. - <YOC, t'K 07/03/2007 CONSTRUCTION LENDING AGENCY Nafh6 of Perini e ] Print Date 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Owner ctor OR; Agent for Owner ❑Agent for Contractor Pr" FILE COPY Lenders Address City State Zip BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES PEPE BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME 0 F A PPLICA TION Website: www.buttecounty.net/dds BIN # . **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name First N m`,e�L Mailing Addr ss 1 t' a 2G�; pq�IC . 04A)PI CityC J� Go State Address Zip Phones 3 J_ 3 �02 _ 45p, 4 Fax � 6r E-mail �.&4W PRU56-1- d6 -r-_ I PROJECT LOCATION AP# S -7Z -6t3 Property Address 3 8 44- W D �✓t, .� G✓iE City dab y f LL6' WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: For A RCI -ll TECT/ENGI NEER CONTRACTOR Name 04A)PI za 1 �2= S Address S 12 FA&S 14 WANG— L b L City , Wan) Fax a� L-S Zi[v,/ oZZ _ Phon&3o _3 7 6 Iax 2 Z 6658 E-mail STsI �p'��(2ASbt. Lic. # 6 0 Class _ 8 I PROJECT LOCATION AP# S -7Z -6t3 Property Address 3 8 44- W D �✓t, .� G✓iE City dab y f LL6' WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: For A RCI -ll TECT/ENGI NEER Name Flood Zone SRA Addtess za 1 �2= City I State Zip Phone � � Fax E-mail State License Number I PROJECT LOCATION AP# S -7Z -6t3 Property Address 3 8 44- W D �✓t, .� G✓iE City dab y f LL6' WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: For APPLICANT INFORMATION Name Flood Zone SRA Address za 1 �2= City I State Zip Phon � � Fax E-mail I PROJECT LOCATION AP# S -7Z -6t3 Property Address 3 8 44- W D �✓t, .� G✓iE City dab y f LL6' WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: For D =( Flood Zone SRA es No za 1 �2= Type Const. I Sq FT- Living Garage Open Cov ovI O Structure Built without Permits 0 Proposed Change of Occupancy se): (Note previous use).- For office use only: Mail Zoning =( Flood Zone SRA es No Occ. Type Const. I 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 hiip:Hmunicipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1266 Date: 6/11/2007 Location: 3844 WINDERMERE LN Parcel Number: 058-370-013 Owner Name: JOEL CHAIN Phone: (530) 342-6584 Description: 3 COV PORCHES T21AL 168' L. Signature of Property Owner: FILE Date: 6/11/2007 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: B07-1266 Location: 3844 WINDERMERE LN GLB Parcel Number: 058-370-013 /Date6/11/2007 Patio Cover/Cvd Pch Owner Name: JOEL CHAIN (530) 342-6584 Description: 3 COV PORCHES TOTAL 168' The above permit application has the following Clearances required prior �toe,,rmit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit iction. Yes No DRAINAGE XDISTRIC❑ ❑ Thermalito Irrigation District, 410 Grand Avenue965-(530)533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - ❑City of Chico, 545 Vallombrosa, Chico CA 95926 1 ❑ ❑ Chico Area Recreation District, 545 Vallo rosa, Chico CA 95926 - (530) 895-4711 ❑ ❑ Durham Park &Recreation District, 94 Midway, Durham CA 95938 - (530) 345-1921 ❑ ❑ Feather River Recreaction & Park D' trict, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ Paradise Parks & Recreation, 662 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District 00 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School Distr'ct, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School istrict, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School Distr' t, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School istrict, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Eleme ary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Unio High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise U ified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recor d copy of Agricultural Acknowledgment Statement- See Attached Instructions Cit of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Signature of Prop FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR I 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 �1c 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: B07-1266 Location: 3844 WINDERMERE LN Parcel Number: 058-370-013 Owner Name: JOEL CHAIN Description: 3 COV PORCHES TOTAL 168' Date: 6/11/2007 By: GLB Sub Type: Patio Cover/Cvd Pch Phone: (530) 342-6584 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: 6/11/2007 BUTTE COUNTY FEE SUMMARY 7 Coupty Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1266 Job Address: 3844 WINDERMERE LN Contractor: CHAIN ENTERPRISES 19812 FRESHWATER DRIVE COTTONWOOD, CA 96022 Printed: 6/11/2007 12:48 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-46149.01-1010 $75.70 6/11/2007 $75.70 DBMSC Patio Cover/Covered Porc 0010-440001-4210500-1010 $159.00 6/11/2007 $159.00 234.70 $234.70 Printed By: Gwyn Benedict Balance Due: $0.00 At the time of permapplicati , was advised the above fees are required prior to issuance of the permit. These fees ' ay c nge r ng the plan checking process. Signature: Date: 6/11/2007 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). Roof Rafter[ 2001 California Buildinq Code (05 NDS) ) Ver: 7.01.05 By: Development Services Butte County on: 02-27-2007: 12:08:12 AM Project: -Location: Summary: 1.5 IN x 3.5 IN x 6.0 FT (5 + 1) 0-) 24 O.C. / #2 - Douglas -Fir -Larch - Dry Use Section Adequate By: 40.3% Controllinq Factor: Section Modulus / Depth Required 2.95 In Interior Span Deflections: Dead Load: Live Load: Total Load: Eave Deflections (Positive Deflections used for design): Dead Load: Live Load: Total Load: Rafter End Loads and Reactions: Upper Live Load: Upper Dead Load: Upper Total Load: Lower Live Load: Lower Dead Load: Lower Total Load: Upper Equiv. Tributary Width: Lower Equiv. Tributary Width: Rafter Data: Interior Span: Eave Span: Rafter Spacing: Rafter Pitch: Roof sheathinq applied to top of joists -Top of rafter Live Load Deflect. Criteria: Total Load Deflect. Criteria: Rafter Loads: Roof Live Load: Roof Dead Load: Roof Duration Factor: Slope Adjusted Spans And Loads: Interior Span: Eave Span: Rafter Live Load: Rafter Dead Load: Rafter Total Load: Properties For: #2- Douqlas-Fir-Larch Bendinq Stress: Shear Stress: Modulus of Elasticity: Adjusted Modulus of Elasticity: Stress Perpendicular. to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 CF=1.50 Cr -1. Fv': DLD-Interior= 0.06 IN LLD -Interior- 0.14 IN = U456 TLD -Interior -0.20 2.18 IN = U327 DLD-Eave= 0.00 IN LLD-Eave= 0.02 IN = 2U1550 TLD-Eave= 0.00 IN = 2U26000000 LOADS: RXNS: IN4 93 PLF 185 LB IN4 39 PCF 78 LB 132 PLF 263 LB 133 PLF 266 LB 59 PLF 117 LB 192 PLF 383 LB UTWeq= 2.6 FT LTWeq= 3.9 FT L= 5.0 FT L-Eave= 1.0 FT Spacinq= 24.0 IN O.C. RP= 5.0 : 12 s fully braced. U 240 U 180 LL= 37.0 PSF DL= 15.0 PSF Cd= 1.15 L-adi= 5.42 FT L-Eave-adi= 1.08 FT wL-adi= 63 PLF wD-adi= 28 PLF wT-adj= 91 PLF Fb= 900 PSI Fv= 180 PSI E= 1600000 PSI E -Min= 580000 PSI Fc -perp= 625 PSI Fb'= 1785 PSI 15 - Fv'= 207 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: 2.654 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controllinq Shear: At a distance d from riqht support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): M= 325 FT -LB V= 231 LB Sreq= 2.18 IN3 S= 3.06 IN3 Areq= 1.67 IN2 A= 5.25 IN2 Ireq= 2.95 IN4 1= 5.36 IN4 zq Roof Rafterf 2001 California Buildinq Code (05 NDS)1 Ver: 7.01.05 By: Development Services, Butte County on: 02-27-2007: 11:58:38 AM Project: - Location: Summary: 1.5 IN x 7.25 IN x 13.0 FT (12 + 1) 0), 24 O.C. / #2 - Douglas -Fir -Larch - Dry Use Section Inadequate BY: 9.8% Controlling Factor: Section Modulus / Depth Required 7.6 In Interior Span Deflections: Dead Load: Live Load: Total Load: Eave Deflections (Positive Deflections used for design): Dead Load: Live Load: Total Load: Rafter End Loads and Reactions: Upper Live Load: Upper Dead Load: Upper Total Load: Lower Live Load: Lower Dead Load: Lower Total Load: Upper Equiv. Tributary Width: Lower Equiv. Tributary Width: Rafter Data: Interior Span: Eave Span: Rafter Spacing: Rafter Pitch: Roof sheathinq applied to top of joists -Top of rafters fully braced. Live Load Deflect. Criteria: Total Load Deflect. Criteria: Rafter Loads: Roof Live Load: Roof Dead Load: Roof Duration Factor: Slope Adjusted Spans And Loads: Interior Span: Eave Span: Rafter Live Load: Rafter Dead Load: Rafter Total Load: Properties For: #2- Douqlas-Fir-Larch Bendinq Stress: Shear Stress: Modulus of Elasticity: Adjusted Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb• (Tension): Adjustment Factors: Cd=1.15 CF=1.20 Cr=1.15 Fv': DLD-Interior- 0.15 IN LLD -Interior= 0.53 IN = U293 TLD -Interior- 0.68 IN = U228 DLD-Eave= 0.00 IN LLD-Eave= 0.00 IN = 21J6214 TLD-Eave= 0.00 IN = 21J26000000 LOADS: RXNS: Controllinq Shear: 222 PLF 444 LB LB 65 PLF 129 LB 287 PLF 573 LB 261 PLF 521 LB Comparisons With Required Sections: 76 PLF 153 LB 337 PLF 674 LB 14.43 UTWeq= 6.45 FT LTWeq= 7.63 FT L= 12.0 FT L-Eave= 1.0 FT Spacinq= 24.0 IN O.C. RP= 5.0 :12 U 180 IN4 U 180 LL= 37.0 PSF DL= 10.0 PSF - Cd= 1.15 L-adi= 13.0 FT L-Eave-adi= 1.08 FT wL-adi= 63 PLF wD-adi= 18 PLF wT-adj= 82 PLF Fb= '900 PSI Fv= 180 PSI E= 1600000 PSI E -Min= 580000 PSI Fc -perp= 625 PSI Fb'= 1428 PSI Fv'= 207 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 1717 FT -LB 6.5 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controllinq Shear: V= 491 LB At a distance d from riqht support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Comparisons With Required Sections: Section Modulus (Moment): Srea= 14.43 IN3 FAILED S= 13.14 IN3 Area (Shear): Areq= 3.56 IN2 A= 10.88 IN2 Moment of Inertia (Deflection): Ireq= 37.63 IN4 I= 47.63 IN4 16 Roof Rafter( 2001 California Building Code (05 NDS) ) Ver: 7.01.05 By: Development Services, Butte County on: 02-27-2007: 11:57:52 AM Prosect: -Location: Summary:. IN x 7.25 IN x 13.0 FT (12 + 1) (c, 16 O.C. / #2 - Douglas -Fir -Larch -Dry Use Section Adequate By: 36.7% Controlling Factor: Section Modulus / Depth Required 6.2 In Interior Span Deflections: Dead Load: Live Load: Total Load: Eave Deflections (Positive Deflections used for design): Dead Load: Live Load: Total Load: Rafter End Loads and Reactions: Upper Live Load: Upper Dead Load: Upper Total Load: Lower Live Load: Lower Dead Load: Lower Total Load: Upper Equiv. Tributary Width: Lower Equiv. Tributary Width: Rafter Data: Interior Span: Eave Span: Rafter Spacing: Rafter Pitch: Roof sheathing applied to top of joists -Top of rafters fully braced. Live Load Deflect. Criteria: Total Load Deflect. Criteria: Rafter Loads: Roof Live Load: Roof Dead Load: Roof Duration Factor: Slope Adjusted Spans And Loads: Interior Span: Eave Span: Rafter Live Load: Rafter Dead Load: Rafter Total Load: Properties For: #2- Douglas -Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Adiusted Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 CF=1.20 Cr -1.15 Fv': Adiustment Factors: Cd=1.15 Design Requirements: Controlling Moment: 6.5 Ft from left support of span 2 (Center Span) DLD-Interior= 0.10 IN LLD -Interior- 0.35 IN = U440 TLD -Interior- 0.46 IN = U342 DLD-Eave= 0.00 IN LLD-Eave= 0.00 IN = 2U9321 TLD-Eave= 0.00 IN = 2U26000000 LOADS: RXNS: IN4 222 PLF 296 LB IN4 65 PLF 86 LB 287 PLF 382 LB 261 PLF 347 LB 76 PLF 102 LB 337 PLF 449 LB UTWeq= 6.45 FT LTWeq= 7.63 FT L= 12.0 FT L-Eave= 1.0 FT Spacing= 16.0 IN O.C. RP= 5.0 : 12 U 240 U 180 LL= 37.0 PSF DL= 10.0 PSF Cd= 1.15 L-adi= 13.0 FT L-Eave-adi= 1.08 FT wL-ads= 42 PLF wD-adi= 12 PLF wT-adj= 54 PLF Fb= 900 PSI Fv= 180 PSI E= 1600000 PSI E -Min= 580000 PSI Fc -perp= 625 PSI Fb'= 1428 PSI Fv'= 207 PSI Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): M= 1144 FT -LB V= 327 LB Sreq= 9.61 IN3 S= 13.14 IN3 Areq= 2.37 IN2 A= 10.88 IN2 Ireq= 25.97 IN4 1= 47.63 IN4 RECfMMG REQUESTED BY AND WHEN RECORDED MAIL TO: Jod R. Chain and Charity .l. Chain 1661 Forest Avenue #118 Chia, CA 95928 A.P.N.: 058-370-013-000 Recorded I RE FEE ties Official Records I fRX M55 Count) f {�RDI£D FOCOPY 1.69 BtttI:OWY Clerk-Reowder! I 12a &-AW-M i Page 1 of J Hake Ttft Um [or ReowdWs Use M4 Ffle No.: 0401-2758794 (DP} GT DEED The UM*M%PW g oeda� ur�:l: oocWARY Tru�Ft TM ! � ZZ X wmpuCad on the mrW atim or.fuG value of PMPCAY • OR [ computed on the oomtdembfon or NJ value hm -value of liens and/or ammhwum remah"at time of sate, L X ) unUroorporatW area: { ] City of , and FOR A VAWABLE CONSIDERATION, recent of which Is hereby acbmwledged, Steven R. Chahar and Le$tee A. Chain, husband and wift hereby GRANTS to ]oei R. Chain and Charity ]. Chi husband and vote as jMnt tenants the following describedproperty in the unincorporated area of, County of Butte, Stabe'of CaRfornia: SEE ATTACHED EXHMIT "A" Steven R. Chain Aes gA.CXhain Mari Tax Sta.be rft To: SPJM AS ARM A.P.M.: 058-370-013-000 Gratnt:Deed- continued File No.,0401-2758794 Mp) Date: 04/19/2007 STATE OF AS COUNTY OF On .'befixe ,me, ACL rLP�� Notary LW4 persona9v A-7 (or PkmW to. me on the basis of sadsl'actorye�+tdenoe) to-be'the''person(s) whose name(s) W*.are' bed to sb the within inmment and acknowle� to me that he/ . aheAMOMuted the same in hlsffiW—g@�authorlzed capacky(les) and that by: his/ heoQrt-ygnahae(s) on'the: instrument the person(s) or the entity upon behalf of which the person(s) acted, emcDOMMe instrument. WITNESS my hand and official seal. CAVA"—WWVWWVWWvvvw"v J. W01EELLE COMM. NO. 1490489 WTARYPLfeW bCWA SHASTA C 2UIRES Y 012 r-7 8 My Commission Expires: This area for offldal notaifal sew/ Notary Name: J' Notary Phone: Notary Registration Number: County' Counof Principal Place Of Buskww�� Pagel of 2 .0m following descibed ProP3tY In the City of Orov k4 County of Butte, State of Cal6famla: -PARCEL Z.- LOT :LOT 89, AS SHOWN ON THAT-CERTAIN MAP.:ENiTiLEQ, "CAMELOT SPRING VALLEY RANCH", WHICHMAP WAS FILED IN THE OFFICE OF THE' RECOADER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBEIR'10,f 1971, IN BWx 38 OF MAPS, AT PA aGE(S) 51, 52„ 53,54f 55 AND 56. PARCEL II: THOSE CERTAIN 60 FOOT EASEMENTS, AS SHOWN ON THAT CERTAIN MAP ENTITLED "CAMELOT SPRING VALLEY RANCH", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 10,1!979., IN BOOK 38 OF MAPS, AT PAGE(S) S1, 52, 53, 54, 55 AND 56. PARCEL III: J AN EASEMENT FOR THS,,USE AND ENJOYMENT OF EACH OF SMD PARKS, COMMON AREAS AND NATURAL AREAS DESIGNATED ON THE CERTAIN MAP ESD "CAMELOT SPRING VALLEY RANCH", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTi'E, STATE OF CALIFORNIA~, ON SEPTEMBER lo, 1971, IN BOOK 318 OF MAPS, AT PAGES) 51, $2,53, K 55 AND 56, Dated: Q4/Oa/1807 I 75'-6 3/4" PROPOSED DRIVEWAY CDF/Butte County Fire SRA are requhed to hM: eaves on enthe structure Prevent accunulatim of leavesidebds nt, title, 11,r=xhnen0Wr" - - - - Is 122'-8' 5'-O'SETBACK ._T 17'-O" GARAGE 5'-O"MIN. --- 47,-4" "WELL 26'-O" L12-6" PROPERTY LINE NOTE SITE CONDITIONS I� RESIDENCE IPORCHI I L __1 I L- I 36'-O" I DECK L-- L 5'-O"SEBACK ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED PLANS: • EXCESSIVE SLOPES • EXPANSIVE SOILS • EXCESSIVE CUTS OR FILLS • ALTERATIONS TO NATURAL DRAINAGE • OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS 17'-6" This project is required to meet the same practical effect guidelines outlined in the attached PRC4290 N 136quirements. Ms EXISTING 1000 GALLON SEPTIC TANK PROPOSED LEACHFIELD EXPANSION LINE PRC 4290 REOUIREMENTS� The attached Fire Safe Requirements I Must be completed as specified and -approved by California Division of Forestry THIS PARCEL IS IN A PSF SNOW LOAD AREA SITE PLAN 136�g3 4 LANDINGS AT EXTERIOR DOORS SHALL COMPLY WITH CBC SECTIONS 1 CALIFORNIA CODE f 'OBTAIN APPROVAL FROM ± STATE OF CALIFORNIA FOR STRUCTURE ATTACHED TO 'MANUFACTURED HOME The 2001 CBC, CMC, CPC, 2004 CEC, and 2005 California Energy Standards as amended by the jurisdiction apply to this project. 0 REGULATIONS TITLE 25 Requirements as amended by the jurisdiction apply to this project LEACHFIELD •,10'-0"SEBACK rn . co 0 Q cL 2R` O OOv>o� U, O^ V„_r m rn z< p 2 U O W Z> z C4 0`x° Q I1 _ O w PPAWN BY: AA A ` I - ZA4107 SCALE wB: )mI & Charity Cham Nmid— t�,At/15 BUILDING PERMIT #,07-02L_-7 ASSESSOR'S ,07 -0°L - ASSESSOR'S PARCEL# OSB - 37©• l 1$ BUTTE CUUN Y BUILDING DIVISION APPROVED SHEETN %�'Lbi 10F5, W _ z o o o W 0 Z rv�0 O z z o rn . co 0 Q cL 2R` O OOv>o� U, O^ V„_r m rn z< p 2 U O W Z> z C4 0`x° Q I1 _ O w PPAWN BY: AA A ` I - ZA4107 SCALE wB: )mI & Charity Cham Nmid— t�,At/15 BUILDING PERMIT #,07-02L_-7 ASSESSOR'S ,07 -0°L - ASSESSOR'S PARCEL# OSB - 37©• l 1$ BUTTE CUUN Y BUILDING DIVISION APPROVED SHEETN %�'Lbi 10F5, -55 t , INTRODUCTION The All Steel Foundation 1100 'V' series is designed for both dirl and concrele'roundalfon applications. Where noted the 'ICV' incl- QALL OUT NAME APT NPIA caLes concrele Apel longitudinal or dry. transverse (0) and brackets (J,) and the 'IV' refers to the steel pan dirt setThese drawings B GROUND PART NO. UND PAN 1-G ASTM XA36 show foundations details :which are applicable to HUct D code houses and California HCD code manufaured homes or mobile homes C CONCRETEBASE CONCRETE only. The foundation plan shown is general and Is to be adjusted to meet the specific house being frslalled.These design drawings D GROUND PAN TRANSVERSE CONNECTOR U BRA��CKET 110NCR ASTM -A36 - - are supplemental to the home installation manual. Peter to the installation manual for mating line and main rail pier locations and. - DIW) CONCRETE WET SET TRANSVERSE ANCHOR. U 8RACKET ._ -1100-N/-TACA ASTM ZA-36 for specific support and anchoring requirements for special architectural features. Pier spacings shall be based an soil conditions D(0) CONCRETE DRY SET TRANSVERSE, CONNECTOR U BRACKET I ICo•O-TACA ASTM #A-36 and mat loads for the site. This system meets the requirements of 2001 California Building A513 Code, Title 25,. Chapter 2, Article 7, E •1/' BRACE 1 1/2• SO. TUBE 20" LONG 1.50 20-P ASTM #- Section 1333 and California Health and Safety Code 1855 I. V 2" SPACE 1 1SO. TUBE 2a• LONG i 1.50-28-P ASTM A513 GENERAL NOTES V BRACE 1 12' SO. TUBE 39' LONG 1.50-39•P ASTM #A513 1.A0 work shall conform to the requirements of This design and of Ube building code adopted by the agency having jurisdiction. V BRACE 1 IQ' SO. TUBE 44- LONG 1,50-44-P ASTM -A513 2 The -V" brace of the All Steel Foundation System has an approved design load as a pier of 4000 lbs. Support piers other than F BRACE i I/Z' SO. TUBE 54". LONG 1.50.54-P ASTM -A513 the 'V•' brace shall be in accordance with the home manufacturer's Installation Inslruc8ons and shall baa raved designs of GtiIU -� BRACE I -BEAM CONNECTOR 1100.10-P ASTM -A36 or steel support stands. pP 9 H TELES. TRANSVERSE ARM 1 12'.SCL TUBE 60' LONG 1.5040-P ASTM -A513 3. Design Criteria - Wind Pressures - 70 20 Mph M h IS sQ and a0 s TELES. TRANSVERSE ARM I 1 Z SO. TUBE 72" LONG 1.50-72-P ASTM -A513 P ( P P ( P f) Exposure B and 70 Mph Exposure C TELES. TRANSVERSE ARM 1 1/4' SO: TUBE 60' L0f4G 1.25 -b0 -P ASTM ;,A513 Roof Live Loads • 20 psi min. per house design TELES. TRANSVERSE ARM 1 1/4' SO. TUBE 72• LONG 1.25.72-P ASTM -A513 Seismic Zone 4 1 TPANSVERSEARM I -BEAM CONNECTOR. 2 PIECES' 1100.9=P ASTMxA36 Roof Pitch- H 6:12 Max. ( V PAN BRACKET SfdeN/all Height. 10 2, Max. J(W) CONCRETE WET"V'ANCHOR BRACKET 1100-11-G ASTM -A-6 _ 4,Detertntne the appropriate design wind pressure far this site 70 Mph 80 Mph). . Pp J(D) 1100-W-CPCA ASTM ,rA•36 19 P ( P P) Enter thea fixable section of Table 1 or Table ( 1 CONCRETE DRY V CONNECTOR -BRACKET 1100-0•CPCA ASTM PA -36 2 (Page 2) to determine the number of All Steel Foundation Broca Systems required SPECIAL CIRCUMSTANCES: BLE I a) If eave length exceeds 1 T to 24-: Use one additional Transverse System (noted on drawing by T) b) Exposure C in wincizones 75 NUMBER OF FOUNDATION BRACE SYSTEMS ALL CONCRETE & 80: Use two (2) addtUonal rid systems (from 80 Mph table) noted on drawing by E. and additional two (2) anchors per side on ALTER- REQUIRED WIND & SEISMIC ZONE 4 NATE FOOTER single section homes. If the following conditions occur - STOP! Contact Oliver Technologies at 1-800-284.7437 for further Instruction: 70 8 WIND AREAS FOOTERS a) System height exceeds 48' (System height can not exceed 36' on I-beam widths less than 86) b)Roof eaves exceed 24 c) Sdewlsl FOUNDATION BRACE MODEL 1100 1 C"V" or 1100 IV ��7�1'•� NE helgh(excod 1 e02' d) RodRichgeaterhah6r12 2 BRACES'/A) 3 BRACES/B) 4 BRACES(C) OR RUI RS exceeds 10� Is within 1500 feel of mast Une 4 Fxroling lo sudare zea e..=e_ds 3 square reel g) Saa mrd k. less that 4B f) man cal spadrg WIDTH 12, UP TO SEND 57 TOE' GTH INSTA eT10N OF GROUND PAN f'IV'1 14' UP TO 56' 57' TO 76' - System Placement A) Second pier from 1. Remove weeds and debris In an approximate three fool square Io expose firm, level undisturbed soil or conlrolli d fill far each ground' 24' UP TO 50' 51' TO 76' end at opposite opposing slides. B) pan (B) 28' UP TO 50' sr TO 74' 73' TO 76' Same as 'A', .add: third system placed at 2- Place ground pan (8) centered dlrec8y below chassis 1 -beam_ Press or drive pan nrrrly into soil unlit flush with or below soil surface 12' UP TO 48' 49' TO 72' 73' TO 76' INSTAL 6330N'USING CONCRETE RUNNER /'FOOTER r ICV 1 31'2' 48' - UP TO 62' 63' TO 76' Cetltef pier, outside rail, either side.. G7. The concrete rooter, runner or slab may be any shape Opal has the minimum of 2900 cou.in. with a minimum depth of 3 1/2" (dry set) or Second pier from end, all four sides.' D) 6' (wet set), at the system location, and the surface of the noting must be large enough to support the pier load and allow at least 4" from 80 8 & 70 C WIND AREAS Repeat 'C; place 5th sstem at center the concrete bolt to the edge of the concrete (example: = X 22' X 6•). The concrete shell be minimum 2500 psi mix (pre -blended sacred FOUNDATION BRACE MODEL 1100 1 C"V" c r 1100 IV y concrete mix Is acceptable) . Special Inspection of the anchor installations Is not required. When installed on runners or full slab, and 2 BRACESfA) 3 BRACES(B) 4 BRACES C) 5 BRACE (a) Pier, outside rail, either sidl? ad)olning plars are permanently fixed, no diagonal flame anchors are needed on single'section homes. If the 1100 7 transverse WIDTH HOUSE:CENGTH � ' system, (0 bracket only) is lobe Installed without using the 1100 ILC longitudinal system (J bracket) It MUST be Installed wC tr 18' of a .12' UP TO 42' 4]' TO 64' 65' TO 76' r pier. 14' UP TO 42' 43• TO 62' 63' TO 76' _ LONGITUDINAL- When using the 1100 wet set J(Wl braekel simply install the bracket in runner/(aoler.OR When instaflfna In cured' 16' UP TO 40' 41' TO 52' 61' TO 76' SEE TABLE ? concrete use the 1100 dry t If01 bracket The 1100 dry sat J(D) bnxkal fs allached to the concrete using (2) 1? x 3' condole wedge ' 24' UP TO 18' 19• TO 58' S8' TO 76' - -, bolts. Placa the bredcel in dewed location. Mark holt hole IowUons, Ihen using diem. masonry bit drilla hole to a minimum ZB UP TO 36' 37' TO 55 56' TO 74'. 75' 8 76' - FOR FOOTERS OF depth of 3'. Make sura all dust and conaele ta blown out or the holes. place wedge bolls into drilled hates, than place 1100 J(D) brack- 2* �, UP TO 16' 37' TO 54' SS' TO 72' 73' TO 76' el onto wedge bdis and slaty wedge ball nuts. Take a hammer and IlghOy drive the wed a bolts down b hilUn the nut (making sure UP TO 64' 73' TO 7t;' rat to lhil the to of threads on ball The sleeve of conerele wedoe bolt n .1 h ti 9 y 9 ( 9 ALTERNATE 1VLaTERI.�LS P' )• eat or below the loo of cone le Complete by light- ening nuts. i . LATERAL- (a) For _at set installation cel the transverse anx3har bradcel D PIER ON CONCRETE FOOTER,Q;7 6' D.C. MAX (W) colo runnerlfcater al desired looallon.(b) For dry set inslal- ,_�___-____•__•__.____-_•--_-_-,-_.-.__• . Ei Uon the dry set h ey I, D(.3 is attached to the models using (2)' 12r x 3' concrete wedge bolts. Mark bolt hole locations, (hen using -r. • "" "--"""-'-'-' -"' a U2' diarrt masonry bit, drip hales to a ndrhimum depth of 3'. tvlake sure all dust and concrete Is blown out of the holes. Plate wedge - ` MAX TYR balls info drilled holes Allach transverse connector bracket O(D). If needed, take a hammer and lightly drive the wedge bolls down by hilling the nut (making sure not to hit the top of threads on ball.) Complete b tightening __ OPTIONAL SKIRTING & BASE SPECIAL NOTE The longitudinal V brace y 9 num' i C,E,D r' B D 9 system serves as a pier under the home and should be loaded as any other pier. Il, rex• -- ammetemsnded that after leveling piers, and one-quarter (1!4") to one-half Inst (12' before home is lowered complelety on to piers, cam- A B C D E •,�_..... - _-_... _ _- •-- ---- ., aa,aa.+M:.:"-..aoomr..:_al.-}:.�.�.�,-'.._'_ _:.. _ . . ' cite items i Ihraugh 5 below. E . 1_ Select the cored square tube brace (E) length for cel - up (pier) height at support locatlon. 1. PIER HEIGHT 1.50 Z. TYP.;PIER 8 FOOTER z C (Appro)L 40 -60 degrees Max.) Tube Length Pier Height = the dimension from the top of pan/foundalion to the bottom of I-beam 2. Install both of the 1.50 - EE3 J.4'to�19; ;Er `i ;3 20 _ 1B'lo 25 2e• 30" to 40• '44" a) Installation of Bre longitudinal system eliminates the need for lon- gitudinall anchors b) In tanadon of the transverse system eliminates the need for diag. anal frame ties, and stabinzer plate& e) AU olher home manuiadurer's-insW ctians for installation of stabllUng devices must be (Wowed, including installation of sided square tubes ( E) into the •LT bracket J ,.insert carriage ver6caltte-down anchors. shearwanacenter-One tle-dawnanftm loose for final adjustment () age bolt and leave nut d) U the home manufacturer's installation instructions aha not avail- - 3. Place I -heard connector yflange*a 9a the home must be instatie� Gh aooudance watt any state pram• (F) loose) on the bottom of the I-beam. ul ated rules, or as required by the authority having jurisdiction: 4. Attach the selected 1.S lubes (E) m the I-beam connectors (F) and 7asten loosely with halts, and ruts. Note The tooter must be level in both drec. to - ensure the artgle.rfharklings onlhe`66rd&iidnl coroiec & are carred 6om the horizontal plane of the Rooter. The angle Is not to exceed 60 degrees and cal less Ihan 40 degrees. The V bracket (J) is stamped with the angles'b verify correct degree. Use proper length tube or cut acid dnU tube to achieve proper length. (the tube may be cut using any appropriate steel cutting method such as steel saw, cutting torch, etc. New hates must be drilled to the dimenslon, and at the location as shown for part E) S. Using standard hand tools, tighten all nuts and bolls. When connecting the brace4ube to the I-beam connector bracket (F) Ughlen at least' ane and a half to two ful turns past hand tight - INSTALLATION OF LeTERAL-------- NG TRANSVERSE ARMS STEM o S.te the mrrecl square tube brace (H) length for sei-up lateral transverse at support location. The 60" length Is standard, (With the 1.50' lube as the bolloni tube, and the 125' lube as the Inserted tube.) The 72" tube is used on extended frame widths greater than 99.5 - 7. Install the 1.50 transverse brace (H) to the footer/ground pan connector (0) with boll and nut. 8. Slide 1.25' transverse brace into the 1.50' brace and attach to adjacent I-beam connector ( I ) with boll and nut. S. Secure 1.50" transverse arts to 1.25• transverse arm using four (4) 1/4" - 14 x 3/4- self -lapping screws in pre -drilled pilot holes. FloorJolcl Mein Rolif rMac Mid, Boll or - Clamp Porta Mnln Bean 6 mktconcrete roaanl or 3A" -,� • '� �y- mln rah Nnner -I-, 2C'f22"Mtn •I CMmpor nchwplerto optlondfkirlk footer. Typ. rim4-d bears enclaaur ma lop orfunoundlna toll _y._._ z N O E A,B,C,D,E C,E,D s 76' MAX ; -- WHEN REQUIRED BY TABLE 1 -61.,ALL STEEL FOUNDATION BRACE MODEL 11 CO IC : -%r PIER ON CONCRETE FOOTER /al 6 5' • f1.c. NlAX _.. . ................- ..- ................ _.__..._.._.• r A,B,C,D,E I W C,E,D TYP. PIER 3 FOOTER B'D OPTIONAL SKIRTING & BASE I -.yr•.-_-•iia,��.v`s,�sa.t,:•aaaww _vc..;��ow,.wwawv+g -rr .................. r ? (.:............... .r, Wnre lxEAEas PcJlMai SelWWiN:ill&a asruulrJr:,srp=nmrs l-7_:: :: .::•:-.:� ......... .. ..''!I... ...�... A,B,C,D,E - ---- - 76' 14:1:S Concrete Foaling Approved pier stand or 0 s 16" CMU pler T FINISH ASTM A123.89A OP. A929/A929M-96 ASTM A 123.89A OP. A929/A929NI-96 _ _- RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST. RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT ASTM A123-a9A OR AS 29/A929 10-96 RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT I- Transverse arm I-beam conneciai ' :V brace.) -bears connectors COfvIprlEt4T SEE INSTALLATION USING CONCRETE RUNNER ETC. CARRIAGE BOLT & HEX NUT, GRADE 2, 1. REQUIRED CARRIAGE BOLT & HEX NUT, GRADE 2, 1 REQUIRED - CARRIAGE BOLT & HEX NUT GRADE 2, 1 P•EQUIP,ED CARRIAGE BOLT & HEY NUT, GRADE. 2, I REQUIRED SELF TAPPING SCP,E'NS, 1/9 =-14x3/4", 4 REQUIRED SELF TAPPING SCREWS, 114-414X314-.4 REQUIRED CARRIAGE BOLT & HEX NUT, GRADE 2.2 REQUIRED CARRIAGE BOLT & HEX NUT, GRADE 2, 2 REQUIRED CARRIAGE BOLT 4 HEX NUT, GP,ADE 2, 1 REQUIRED CARRIAGE BOLT & HEX NUT. GRADE 2, 1 REQUIRED - Transverse arm Top (1.25')' bottom (1.5") :�J ZO an transverse connector (W) ORO(D) concrete- erse connector BUS ECGUNT1Y M`1/�Ofei�O �1r/ ®I V f%W ON APPRO! ,•!.' , v. p C'- Concrete Bas or J • Pun V bracket or xs •.> ' B- Ground Pan AM or J(D) - E - V Brace Concrete V Bracket Tube (1.5') t�>>.13i21 OLNER TECHNOLOGIES, INC. E7 . Vyzi/� ) �r^� 1-800-284-7437 fax:•931-796-8811 ✓ Www,Olivertechnologies.com CA -3 ALL STEEL FOUNDATION SYSTEM CIVIL ���Q Z'ro/CrT' MODEL 1100 ICV & 1100 IV M.H. PERMANENT ��f CAUF� FOUNDATION. SYSTEM - Edward M. Salsbury, RE. - Consulting Civil Engineer _ _ 1652 SL John Place -Santa Ana, CA 92705-2320 -lAUITI SEClhalr -'- . m,ro4e• + 714-730-8115 Date: November 12, 2003 - Scale: None n Page -Sheet: l/ T7T I ' I FOUNDATION SYSTEM HEALTH AND SAFETY CODS. SECIIoN is �A : 1! u h 4 APPROVED 31 I ; y SUBJECT TO CORRECTIONS NOTED .73 71 APPROVAL DOES NOT AUTHORIZE OR APPRO' OMISSIONS OR D - BVIAITONFROM'REQIIIItEMF F '% ""'"" ""APPLICABLH STATE I:AWS AND BEOUJ.ATJ Smtc d California k o of Aoulliog and Community Dcvclop ! W J DES AND STANDARDSa_ �YATi3 0 . y. SPA NO. - I ThrsPl®nApprovelEXpim O ANY 'S OF is.e _r -r P-1 I o F FOOTERS OF ALTERINATE MATERIALS ALL STEEL FOUNDATION SYSTEM 1100 JIV (PAN) AND 1100 IC V (CONCRETE) INSTALLATION WITH APPROVED ABS OR TREATED WOOD. FOOTERS GENERAL NOTES CONTINUED. SEE GENERAL NOTES, SHEET 1 OF 2 FOR INSTALLATION OF ALL STEEL FOUNDATION BRACE SYSTEMS See General Notes, Sheet 1 of 2, for installation•of the All Steel Foundation Brace Systems. ' Tiedawns with strap and anther Treated Wood Fgr I I I / are required an sinot -acu ti d hgm s vi h oeaat de I e la a when 5 or Strap and anchor shall have a wohing load cap a13150 lbs with a minimum ultimate capac- of lbs. Strap shall meet ASTM 03953.91. Strap and anchor shall be installed in accordance er' er's insWcBans. instructions. with equipment manufactur- I - 17 c0 Flaar Jo¢t O I 0 cc — `o to h — CD , MAIN BEq Maz. .0 N OBClamp •rn N MaI-4 i16 CMU plc�nd or Main Beam CD It, n • [9 E E t `, cup of zurcoundlmJ soU O -Q ---- ,.� I -L armotem ®` 4__1 Approved ABt Footer or. treated wood. B E NUMBER OF FOUNDATION BRACE SYSTEMS AND/OR TIEDOWNS REQUIRED WIND & SEISMIC ZONE 4 70 B WINDAREAS (15PSF) FOUNDATION BRACE MODEL 11001 "V" or IC -V' TIEDOWNIANCHOR REQUIRED PER SIDE OF HOUSE 2 9BAC_F_SjA) 3 BRACESfB) 4 BRACES(C) 3 ANCHORS 4 ANCHORS WIDTH HOUSE LENGTH HOUSE LENGTH 12` UP TO 56' 57' TO 76' UP TO 72' 73' TO 76' 14' UP TG 56' S7' TO 76' UP TO 76' 16' UP TO 54' 54' TO 76' UP TO 76' 24' UP TO So' 51' TO 76' - NONE REQ. NONE REQ. 28' UP TO 50' S1' TO 74' 73' TO 76' .NONE REQ. NONE REQ. 32' UP TO 48' 49' TO 72' 73' TO 76' NONE REQ. NONE REQ. 33'7048' UP TO 62'. 63' TO 76' NONE REQ. NONE REQ. 80 8 & 70 C WIND AREAS (20PSF) FOUNDATION TION BRACE MODEL 1100 1 "V^ or IC'V' TIEDOWNIANCHOR REQUIRED PER SIDE OF HOUSE 2 BReC ESfA) 3 BRACE! B 4 BRAC ESrCI 5 RA (1 e c sr O a ANCH ---€ ) ORS 5 WIDTH ANCHORS HOUSE LENGTH HOUSE LENGTH 12' UP TO 42'. 43' TO 64' 65' TO 76 67 ' UP TO 66' VITO 76' 14' UP TO 42' 43' TO 62' 63' TO 76' - UP TO 66' 67' TO 76' i6' UP TO 40' 41' TO 62' 63' TO.75' UP TO 68' 69' TO 76' 24' UP TO 38' 39' TO 58' 58' TO.76' NONE REQ. NONE REQ. Z8' UP TO 36' 37' TO S6' 56' TO 74' 75' & 76' NONE REO. NONE REQ_ 32' UP TO 36' 37' TO 54'. 55' TO.72' 73' TO 76' NONE REQ. NONE REQ. 33*T048' UPTO 6S' 73- TO 76' NONE REQ'. NONE RED. When Tie Downs are required, placement is as follows: Single Wide homes require a minimum of 3 anchors per side, two (2) of those anchors• located not more than 2 feet from each end. Any additional anchors (as specified by Table 2) are to be spaced evenly along each side., PIER ON FOOTER. PER HOUSE MANUFACTURER. INSTALLATION INSTRUCTIONS 8.O.C. MAX —� 2- MAX TYP I I • _OPTIONAL OPTIONAL SKIRTING 8 BASE i C'E'D /� BID A,B,C,O,E —+� Qom="==`�=-=_ ___=—_•-_-�--- _--====d:�=�=-M-__ - - _••_.;-��au:�ar-o:,�a._ i E A a TYP. PIER 8 FOOTER l tvJ z iq a r • . C,E,D 71Y MAX a -STRAP & ANCHOR TIE )owN TYPICAL (TYP). WHEN REQUIRED BY TABLE 2 ALL STEEL FOUNDATION BRACE MODEL 1100 1 'V ar 11001C'V' ................... ::2; PIER ON FOOTER PER HOUSE' MANUFACTURER INSTALLATION INSTRUCTIONS a' O.C. MAX f— --.._..... _..... -- -{ 2- MAX TYP. 8D ABCDE j C.E,D TYP. PIER & FOOTER,. OPTIONAL SKIRTING & BASE M0.Y TIP C,E,D BID A,B,C,D,E o`er F � .. -. -..... .... �.� -v.-u - i A,BCDETk -- ------......_.� •------- d MATING UNE PIERS PER HOUSE MaWNUFA.CTUREP, INSTALLATION INSTRUCTION BUTTE COUNTY, BUILDING DIV1.81��� . OLIVER TECHNOLOGIES PINCH' VA0 1-800-284-7437 fax: 93.1-796-818111 Www.olivertechnolp9 ies.com CA -3 ALL STEEL FOUNDATION SYSTEM MODEL 1100 ICV M H. P&MANENT FOUNDATION SYSTEM Edvv^ard lVL Salsbury, P.E. - Consulting Civil.Engineer 1052 St. John Place -Santa Ana, CA 92705-2320 714-730-8115 Date: November 12'2003 -Scale: None Page -Sheet: 2/2 - Rev. 1 Dated 'Febuary 7. 2005 •` MANUFACTURED QMB/MOBILBHOME I FOUNDATION SYSTEM I �-- ---€r --—,_--._:.•._...._..-._.-�r3.__ ._..._.' -- -� :x! 1lRAL7HAND SAFETY CODS. SECTION 18551 a APPROVED ...... �} MAATINGLINE PIERS PER HOUSE MAPIUF.4CrURERINSI'ALLATIOHINSTRUCTIONS .r�.__ I �2 m . -- SUBJECT TO CORRECTIONS NOTED ___ 11}: •�—rte'_"'—�--.... — :'- r=-•-•-•----.-. APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY ._._...._.... ... m REQUIREMENTS MISSIONS OR DEVIATION FROM RBQ 3 OF APPLICABLE STATE LAWS AND REGULATIONS �-�E��.._:..,..:,T:__:_• State of California I iA,B,C.D,E CED - -- — of Housing and Community Develop �•--•--...---.-.- _ 761 MA;r, ODES AND STANDARDS --- -................ IaY ( ATS G 3 v o ...----.-....--'-- -- i- (Bignallm) SPA This - ! U U i - l2c,Ll�L,;r�c /;2 V( I Z� 2- Owner• BP# APN: FILE COPY 75'-6 3/4" ?� �-- o 7 This project is required to meet the Same practical effect guidelines FAU" ANNING DIVISION - BUILDING PLAN APPROVAL -r outlined in the attached PRC4290 - ;__ �. �� e= �` te:N_. I rk'ng: Landscaping: equiremen .. Other, t= 2 D' 122,-8" SI PROPOSED DRIVEWAY 5'-O'SETBACK �L — — 20'-0" GARAGE 22'- O" Ob Cj i PROPOSEDI o0-7Iz RESIDENCE (PORCH p��ll6bl 8 47'-4" EXISTING 1000 GALLON SEPTIC TANK PROPOSED LEACHFIELD EXPANSION LINE CDFButte County Fire I AA newbuiidi p in SRA are requhed to halite: -0 r EC V Fully enclosed noncombuatfrble eaves on A I.. so fAnk i 36'-O" f b I Gutter screens to prevent accumulatir►n M traves�debr (1 7 07. 1L� I Corrosionresistant, noncombustible,1/4 /T4:Iximumope rod and attic vents 26'-0" 12'-6' 5'-O'SETBACK �P ROPERTY LINE BUILDING PERMIT# 07-126f 07-/ ASSESSOR'S` PARCEL# 43 bTT i f THE 2001 CBC, CMC, CPC, '�®'�� ®�` VIl��� 1 2004 CEC, AND 2005 CALIFORNIA ENERGY STANDARDS t APPROVED AS AMENDED BY THE e JURISDICTION APPLY TO THIS e0�(ir PROJECT. I 136'-41/8' - w SITE PLAN ' APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INPECTIONS =1 ACHFIELD 3/4' 0 N 0 rl M W H 0 2 J W 0 °LL Z a k 2 0 v 01 0 Q O o nn O >arn ' O UJ o Q U a `� U m Z Q N J LuS V O U w�6Zp Z LL1O Q 0 r 0 LU Q v DAM ' 2/14/07 1•-12•-0' I'-- /«I s ClarityClue Pa14 m E I NOTE SITE CONDITIONS ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE OBTAIN APPROVAL FROM CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED PLANS: STATE OF CALIFORNIA FOR 0 EXCESSIVE SLOPES STRUCTURE ATTACHED TO • EXPANSIVE SOILS • EXCESSIVE CUTS OR FILLS . MANUFACTURED HOME ~ ALTERATIONS TO NATURAL' DRAINAGE OTHER UNUSUAL SOIL OR GEOGRAPHICAL .. ... ' .., CONDITIONS v� 'J 9 8� Hof! 4 I" # 7s b 3 2z I; 6� A� 1�j h� 3 70 IF ° f �^ C7' OZ O b� O o 2 0 0 ® ® u Z m 1< €m 3 �v wiLN 1 A y r I 3c Z O D 0102 a, Ed in z T 1 pi Q � O I D ND—I r �0n m 'wjrX 6 WOC)m e z°A �w-_ W r -o r— ° _ k 80- 03 � �] �TI (1 �p " 6 < �] N � e�< D A d D p Q Zg �a R� n oPU P�go38ren � m RR§e Rf xn r � � • zmrSsrc Z 7- z -z. = O O v Z _ pR m O3�Fn rp, m C) n O N 3 o. J g RESIDENCE FOR: CHAIN ENTERPR15E5 . JOEL & CHARITY CHAIN CAMELOT SPRINGS SUBDIVISION —LOT 89 19912 FRESHWATER U0. : d OROVI LLE, CA 95965 COTTONWOOD, G4LIFORNIA 96022 f Ln .s 7 r gg R PHONE: 530.347,6122 FAX: 530.347.6058'51 APN# 058-370-013 k of f _ a �RJ777 W y� .a RESIDENCE FOR: CHAIN ENTERPRISES C : g JOEL & CHARITY CHAIN CAMELOT SPRINGS SUBDIVISION — LOT 89;' ` "8'2FRESHWATER DR. o p5p d OROVILLE, CA 95965 COTTONWOOD. CALIFORNIA 96022 Ley+ PHONE 530347,6122 SU FAX: 5303476058'51 � r APN# 058-370-013 — ` UCENSE360678 _ a �RJ777 W y� .a 1° a �o a r � 1° a 70 D 70 m r m D O z RESIDENCE FOR: JOEL & CHARITY CHAIN. CAMELOT SPRINGS 5VBDIVISION - LOT 89' OROVILLE, CA 95965 APN#058-370-013 F �o a z ;n 'a g I i to �' l;+ 1 70 D 70 m r m D O z RESIDENCE FOR: JOEL & CHARITY CHAIN. CAMELOT SPRINGS 5VBDIVISION - LOT 89' OROVILLE, CA 95965 APN#058-370-013 F CHAIN ENTERPRISES. 19812 FRESHWATER DR. COTTONWOOD, CALIFORNIA 96022 PHONE 530.347.6122 FAX 530.347.6058'51 LICENSE 360678 t �o a z ;n I i t. l;+ ;i CHAIN ENTERPRISES. 19812 FRESHWATER DR. COTTONWOOD, CALIFORNIA 96022 PHONE 530.347.6122 FAX 530.347.6058'51 LICENSE 360678 t 2 x 6 OF 2• RAFTERS ®16' OC 6)VAVLTED CEILINC 494061 R-131 LATION= f; VAULTED CEILING BEYON 30 YR DIMENSIONAL COMP. 5HINGLE/15' FELT 5HEATH ING- 7/16' O5B NAILED W/84 ® 6712'—� 3(0" ?I41jj1Cgl,` 1 f P1�� 50" am IYb 0.E�� a 2 Xto a 15 c l "o c- 4 �sT'S .4?�IsTS �zkX171..0 t -912M., '0 IL4 1/2' GYP. BD. BEDROOM 2 x6OF2.5TVD5®16'OC x 6 FLOOR JOISTS ® 24' OC BLOCKING AS DETAILED ON MOBILE HOME SUPPORT DATA SHEET SPECIFICATIONS: GENERAL CONDITIONS: 1.1 The Ceomaoor shall verify all dimensbas. details mdjob site conditions prim m mmmencng atilt and Daily the Fagmar of any dncrepanan. 1-2 All construction and methods shall be in stria conformance with the applicable psovisiom of the CaBfania Building Curie, 2001 Edition, and the 2001 CMC CPC, CEe, and CFC as well as all municipal, Stme. Bud Federal regulations. . 1-3 AB .it is subject to the approval of the building inspector 16 The Commons shall provide al1 mravnes on—My to protea the stru wostmeo, and all other persons during ooawuaim 1.5 The Engineer is responsible for the structural items in these plans ody. Should any changes be made from the design as specified in the calculationswithout the approval of the Engineer. then the Engineer will assume an responsibility for coy ehmea or system of the Mucam , Ib The Engineer is not responsible for tbese plansunless all sheets are stamped with do Engineer's slump and wet signed with red or blue int 1.7 Additional layouts and/or plans (site plan, plmbbi& boating and ventilation. mxhanicaLL ere) m be provided by others; unless otherwise torted. 1-8 The Commator or Owner shall secure nil requirtd approvals and permits from the appropriate agencies as, (squired . IA In the event certain femmes efeensa»uian are nor fully sbown on the plans ormlled for in the notes or spetificadons their comauaion -ban be of similar t Lamar to conditions shown on the plans FOUNDATION: 2.1 The Contactor shall be responsible for the location of all underground facilities or other buried objects whxb may be --a-& but which are on, shown to these plain. 2-2 Foundadom supporting wood shall extend at least 6 ides above the adja®t finished gsada Individual concrete or masonry Dien shall project at least 8 indnes above the adjamnt finished grade, unl v the columns or posy that they support are, of approved wood of Dermal resismam, to domy or treated wood's used 2-3 Cuts Bud fills me to conform with CBC Appendix 3312 and 3313. 2-4 These calculations assume stable. undisbubed soil and level or ucppcd footings Any unusual soil conditions such as organic soils. day podtets, or uncertified fiUs shall be brought to the mention of the Engines prior to construction. 2.5 All exmvations shall be inspected and approved by the Building Official before concrete is pound. Footings slag extend inns firm uindisurbed native soil 12 inches minimum below existing grade unless otherwise noted on plm details, or geotechnical report 26 Fell mmaial shall be free from debris• vegetation. and other foreign subslunm. 2.7 Engineered fell may be used as existing grade, provided tests are presented to the Esngmar of a 90% relative compaction per ASTM 1557. 2-8 The bomom of all looting excavations shall be dean and IeveL 2.9 All finished grade shall slope at a minimum of 2% away from the foundation a matimum, of 6 fen borizooel. 2-10 Fonndations shall not be scaled from plan or detail drawings . 2.11 The Comracor shall be responsible for drxermining the exact location of and the sectoring of all anmor bolts, holddown.maps mbeddrd badwam prior to the foundation inspection. 2.12 Anchor bolts are m be as follows: l5" diameter in Seismic Zones 1.3 and 5/8" din in Seismic Zom 4, with T' minimum embedment into concrete and spaced m 4'-0" o.e. mluxbruum, unlessotherwise noted in plans brace wall Khat",& a derails. Anchor bola shall be bcated within 12". of each erd of sill plate with a camamum of two anchor bolts per sill plate. All ansdior bolts shall have a square 2"x2"x316" washer. 5 - (1/2'x 24') COX LAMINATED BEAM O EACH SIDE OF MARRIAGE WALL 1/2' GYP. BD. BEDROOM 3 CONCRETE: 3.1 AB eoac ete shall have a minimum of 5 sacb of emte alc ubie rant a amodm mm slump of 4"+_ 1", and a m®® rm2" psL Agglegme she shag be a matin of 1- V2" in fouodadom aDd W m ail other loo3rims. 3-2 Construction joints shall be deep and wet prim to pouring mncreta . CONCRETE SLAB CONSTRUCi70N: 4-1 Where a vepmfmoulme harrier is ra dred between slab and aggregate, it shall be mstallcd without holes or uncovered areas. All stone shall W overlapped and sealed coutinueosly with tape W the Seams me vapor tight. 4-2 Crack control jointing is designed by the Contractor. unless shown W the foundation plea The maximm spacing for joints shall as exceed 2D' in any d4ecr)on. 4.3 Steel tehar orwise mcsb sball be locan m the anter of the slab. REINFORCING STEEL: 5.1 ReWexc og steel shall mniman to the provsumts of ASTM A615, Ocade 40 forgo bars and SMaDa cod ASTM A615 Gunder 6o fa n,5 baa end Inger. AB rebs is to be deformed 5-2 AB lap splices shall not be less than 62 bon dim• cum, of the larger W. Horizontal laps in adjaaem baa shall be staggered 5'4" mini^= 5-3 AD sebar bends shall be made mid. C5 and larger bars shall not be re-bent.' SA All uinfordng steel and andnm holo shall be accurately segued in position before and during concrete pla xa ms. 5-5 Each reinforcing bar shall be wined to a moss bar m a maximum spacing of 24" o.e mat every Omaxecdon FRAMING/LUMBER: 6.1 All wood in canes with mnaese shall be pesswe meavd Hm Fir, unless otherwise noted. ' 6-2 provide 2"x Tx 3/16" square washers on all foundation anchor bolls. 6-3 Wbere anchor boltsbase ban incare Wy placed (on, induding boldown anchors) m for remofu construction use Simpson RFD i5 with EI' -22 epoxy and 7" embedment in cooaete. and install per manufac mer's reonanc at not, Eogim&s approval is required prior to installation. 64 Lag screws shall be screwed. out driven. into pre -drilled holes of 2/3 the shank diameter. 6.5 Nailing schedule per Table 23 -D -B-1 of the CBC 2x8 RAFTERS 6) 24' OC W/FULL DEPTH RIDGE BOARD 1- 2x6 JOIST EVERY 48' -S/B'TYPEXGYP.BD.ON . GARAGE NOVA -SIDE WALL -2 LAYERS- S/8`TYPE X GYP. BD. ON CEILING, /ALT. RC CHANNEL V IW OC W/1LAYER TYPE X ON CEILING) 1 54' LONC. SLAB W/6x610/10 W.W.M. .r4' ROCK SECTION A — 3/8" =1'—O" .. %+� huUFPs41J fLl.IY/ �vtnG w�K- 2.4 SPUD 4-CONC. SLAB W/ 6x610/10 W. W.M. DBL 2 X PLATE 2XSTUD5 9116'O.G — R431NSLILATION S/B- TYPE X GYP BOARD 2- •4 REBAR 2x4OF2.5TVD5016'OC 1/8'x131/2' LVL BEAM _ 7/16' SMART -PANEL 51DI NG OVER TYVEK MOISTVRE BARRIER 2XQ,�Z �c4 12Psr-iKLS 1/21 X 10' AB. WITN 50. WASHER AT4.O.C. /TVP.) CWE I STANDARD 1 -STORY FOOTING W/SLAB 1 FIREWALLCONSTRUCTION 2 DETAIL 3/4'=1'0- 4X4 ter r yX12 h8 f(le-(q LIU u►! E Seri % fA�� stE f7o jK1J�e SDI li 7/16'OSB W/ed NAILS 6)6'O.G EDGE54 12.O.C. FIELD TOENAIL TRVSSES TO DBL TOP PLATE, NAIL BLOCK ENDS W/2 -16d EACH END 1 4X HEADER WHEREI APPLICABLE 4+®SHEETS OF u 7/16' OSB 2 X STUDS O 16.O.C. SMART PANEL S/9. SHTAIC — FASCIA 3 EXT. WALUSOFFIT DETAIL 3/4"=1'0' O a LU m m ce < � OL W top tQz z g 'z W LU Z x Z_ Q O = v v 0% 00 I-- . O 1 Z Z O M C/ 2 � o LU m 0 M V Cz Z Qv,% LLJ C� -.1L(l 0 2 V _I V O wepSZp Z CZ _j Cl. vN O 0 F-- 0 LLJJ V BY. DATE 2/14/07 Sf:/itE ro& tori@Clladty crown Remldena IPPROV77- 5 OF FILE COPY OWNER APNOTS-370-0/S E3P#C)L o? -11c �N. ?-114 �, 4 ol 13'-6 qol-sl T O MT(yJUNG . BEDROOM 2 DINING KITCHEN MASTER MTQLING VAIATD)(FIUNG VAVITD)CUUNG ® • I MTCnUNG OO BEDROOM ® ® V�mmuNG 12'-0'. NEN FOUNDATION TIE -DOWN SYSTEM TITLE 25. DIVISION 1. CHAPTER 2 ARTICLE 7. 1333-1335.5 OLIVER TECHNOLOGIES INC. MODEL11001 VSERIES FOUNDATIONSYSTEM W W W.OLI VEP,TECHNOLOGI ES.COM 24'-0' . warmTmmc •.usu�cew•waoo�nru..�rm otw ' MTQWNG i . } BEDROOM 3 FAMILY ROOM ❑ 1 wurzomw+c 12,-4. DECK MT 12'-0j ' LINEN p FLOORPLAN eoo. PORCH m.ox v wurysaw.0 . s Y•1W1TN•M. N. - . Oxfl6WC GII. eCCNVIX40Y•0[ - rUt YA MfaMQiu6) - ... F GARAGE -27 Hrns 3.1/8'•131/2• LVL BEAM 'DRAWN BY: ✓ , CHECUIX DATE 2/14/07 SCALE e as lod&Clarity Cham Rsj4— e SHEET♦ 20F5 Ol O J I Z _Z Q o �O oC 2 CA O� o w i> �p M Z Q `�^ Lu J o = to O V V J V'lz Z C oC J ILL) clO d 0 :J Wec G Q U 'DRAWN BY: ✓ , CHECUIX DATE 2/14/07 SCALE e as lod&Clarity Cham Rsj4— e SHEET♦ 20F5 1dEv�! Poke-� -0 16'OVERHANGF.N ' 2'OVERHANISE ®VARGE 12'OVERHANGE ® VAPJ, 26•-8- . 3•x24- PLYWOOD LAMINATE B I ' ALL EXTENDS VP TO THE dP MARRL4GE WALL I S�. IJf\_Ft I( / CALIiOMN FRAMED % M PER HCO STMIDARD 6.OVERHANGE TY AN PLAPPP AL (PA) �% Y CALIFORNIAFJL MED PERHCDSTANDARD , . PIAN APPNOVAL (SPA) W - SICK BUILT PORC .. 2' OVERHANGE ' 19-8 . . wrtvu D(PlHuxleowm •. . NEW-SnQC BVILTGARAGE ' 7A6'OS 6'OVERHANGE TVP. . 30 YEAR COMP. ROOFING ' W/156 FELT \,2.4 OUSRIGGERS dP 32' OC 2' OVERHANGE ® GABLE ENDS OR OF PCAN---�•- ROOF FRAMING NOTES 1. PROVIDE 2-14 x 24'GABLE VENTS & 6 - 22'x4' EAVE VENTS V- 22'x4' EAVE VENTS 2. ALL HEADERS IN BEARING WALLS TO BE 4x12 OF 2- 3.16' OVERHANG TYPICAL 4.5:12 PITCH ROOF DRAWN BY: O J 2A4/07 Z Z P•9' -O' _O �_ Oo v > rn O 30F5 O. Z Q Ln In O o=6� v1U�SyZ> W '�O — O � Z Cly _J C Le & LLJO Ln 0 O. Q O LLJ V 1 /7 DRAWN BY: CHECKER DATE 2A4/07 SCALE P•9' -O' 10& lod dK Chirpy ChilD PaIda SHEET• 30F5 RESIDENCE FOR: JOEL & CHARITY CHAIN CAMELOT SPRINGS SUBDIVISION - LOT 89 . OROVILLE, CA 95965 " APN# 058-370-013 CHAIN ENTERPPISE5 . 19812 FRE5HWATER DR. COTTONWOOD, CALIFORNIA 96022 PHONE: 530.347.6122 FAX: 530.347.6058'51 LICENSE360678 a � � 2 g 1 r 1 B 8 m r 8 m D e ° o z m r m D � O Z a� _ ❑® f E1 70 p � rn n <a %0 nED n O < z D O ' z RESIDENCE FOR: JOEL & CHARITY CHAIN CAMELOT SPRINGS SUBDIVISION - LOT 89 . OROVILLE, CA 95965 " APN# 058-370-013 CHAIN ENTERPPISE5 . 19812 FRE5HWATER DR. COTTONWOOD, CALIFORNIA 96022 PHONE: 530.347.6122 FAX: 530.347.6058'51 LICENSE360678 a � � 2 g 1 RESIDENCE FOR: JOEL & CHARITY CHAIN CAMELOT SPRINGS SUBDIVISION - LOT 89 . OROVILLE, CA 95965 " APN# 058-370-013 CHAIN ENTERPPISE5 . 19812 FRE5HWATER DR. COTTONWOOD, CALIFORNIA 96022 PHONE: 530.347.6122 FAX: 530.347.6058'51 LICENSE360678 116 2 x 6 DF 2• RAFTERS 016' OC O VAULTED CEILING ,4,y�o 4w4fbn -i R-13 IP 310 )r R41,44hI lL. f PIcIKEns 1f ' SeA 50Fvt'M 6 TbitCg '74o KC'a:avM?� 2,6(p o IS r i V "0 C- q-xc� � f ►mac-{zs X 4 ?4sTS VAULTED CEILING 30 YR. DIMENSIONAL COMP. SHINGLE/15' FELT SHEATHING- 7/16' OSB NAILED W/ed 0 67/12' 1/2'GYP. BD. BEDROOM 2 it 6 DF 2- SR/DS 016' OC x 6 FLOOR )OIST5 6) 24' OC BLOCKING AS DETAILED ON MOBILE HOME SUPPORT DATA SHEET SPECIFICATIONS: GENERAL CONDITIONS: 1-1 The Contractor shall verify all dimensions' details and job site conditions prior in commencing comcing wort and notify. site Engineer of any diwepancim 1.2 All construction and methods shall be in strict oontormaace with the applicable provisions of the California Building Code, 2001 Edition. and the 2001 CMC. CPC. CEC.. and CFC as well as all municipal. Sime, and Federal regulations 1-3 An wort is subject to the approval of the building inspector 14 The Conostor shall provide all masuua necessary an protea the suuctum worl®aL and all other persons during coostruuxim. 1.5 The Engineer it responsible fm the structural items in these plant only. Should coy changes be made from the design as specified in the calculations without the approval of the Engineer. than the Fnginaeer, will assume on sapoosibil lby fm my element m systenuu u of the scnae. I6 The Engineer is not responsible for these plans unless all sbecu me stamped with the Fngincef's stamp and wet signed with red or him int. 1.7 Additieoal layout mWm pleat (site ptm pl®biug, bcm g and ventilation. memmual. enc) ro be provided by others; unless otherwise anted 1-8 The Contracmr m Owner shall semen all required approvals and permits boas the appropriate agenda as tcquired 1 A In the even certain famm of constraxtion are am fully shown on the plans w aged for in the notes or specEation& their constnrction shall be of similar chaman to conditions shown on the plan FOUNDATION: 2-1 The Contractor, shall be responsible for the location of all underground facilities or cilia buried objects which may W encountered but which are out shown on these plain. 2.2 Foundations supporting wood shall extend at least 6 inrbes above the adjacent finished grade. Individual coomete or masonry pias shall project at lean g inches above the adjacent finished grade, unless the collmuss or posts thin they support me of approved wood of men resistance m decay or beat nd wood's used. 2-3 Cuts and fills mem conform with CBC Appendix 3312 and 3313. 24 Thesecalculations assume stable, undisturbed soil and level or stepped footings Anyenutual soil conditions such ns organic soils, day potkes, or uncertified fills shall be brought in the mention of the Engineer prim to ccostnetion. 2-5 All excavations shall be inspected and approved by the Building Official before concrete is poured. Footings shall extend into fun undisturbed mauve wit 12 inches minimum below existing grade. unless otherwise noted on plan& details, a gennedmial report 2-6 FB material shall be free from debris. vegetation, and other foreign substance. 2-7 Engineered fill may be used as existing gradeprovided tests ane presented to the Engineer of a 90% relative compaction per ASTM 1557. 2-8 The bottom of all footing exavauons shall be dean and Level. 2-9 All finished grade shall slope at a aainimurm of 2% away Boon the foundation a rammu m of 6 feet borimotal 2-10 Foundations shall tet be scaled from plan or derail drawings 2-1 I The Conmaetm shall be responsible fm deeming the exact location of and the securing of all author bolts. hold-down waps, embedded hardware. prim m the foundation Inspection. 2-12 Anchor bolts are to be as follows: %- diameter in Seismic Zones 1.3 and 5B" din in Seismic mu Zone 4, with r minim embedment into concrete and -0 spaced m 4'" o.e. utaximmm . unless otherwise acted in plans, brace wall srhedulc m d-41% Anchor bolts shall be located within 12" of each end of Sill.P12W with a miniwma of two anchor bobs per sill plate. All amLm bolls shall have a square rx2"x3116- watha. . 3 - (1/2'x 24') CDX LAMINATED BEAM 0 EACH SIDE OF MARRIAGE WALL 1/2'C7YP, BD. BEDROOM 3 CONCRETE: 3-1 All concrete shall have a miniM= 0175 reds of aaeor/cobic yard a —I— stamp of 4"+- 1", and a miaimton rat-iOO psi. Aggregate size shall be a maxiunun of 1-1/2" in foundations and )f- in all other locations. 3.2 Constructin, joints shall be dean and wet prim to pouring comae . CONCRETE SLAB CONSTRUCTION: 4.1 Where a vapm/moisuue barrier is required between stab and aggregate, it . shall be installed without boles m umovered mus. AB saint sbag be overlapped and saled continuously with tape so the seams are vepm dghL 4.2 Crack control jointing it designed by the Contractor, unless shown on the fouMmioo plan. The maxi®mn spacing fmjoma shut not extend 20' many duectiau. 4-3 Steel tebm m wire mesh shall be loaned in the anter of the slab. REINFORCING STEEL: 5.1 Rebnfmcing steel shag conform to the provisions of ASTM A6IS. (wade 40 for D4 bons and svtager ond ASTM A613 Cade 60 fm B5 ban and larger. ALI rebar is to be deformed 5.2 All lap splices shag not be lest than tit bar diameters of the larger bar. Horimaml Lary in adjacent bars shall be staggered 5'-0" niauuR 5-3 All rebar hands shall be made cold a5 and larger ban shall ons be re-bmL' 54 All reinforcing sa el and anchor bolo shall be accurately secured in position before and during cooaem placement. . 5-3 Each reinforcing but shag be witted in a cross bar at a maxiaurm spacing of 24" o.c or at every mrasearon. FRAMING/LUMBER: 6-1 All wood'm contact with ==to shall be prestwe treated Hem Fu. unless otherwise noted 6.2 Provide 2'1 rx 3/16" square washes on all foundation anchor WILL _ 6.3 Where anchor bolts have been incanealy placed (not including boldowo anchors) or for retrofit construction, use Simpson RFB a5 with ET -22 epoxy and r embedment in comae. and install pa manufaturct's recourinconlations. Engineers approval is required prim to installation. 64 Lag screws shall be screwed. not driven. won pre-drBkd holes of 2/3 the shank diameter. 6.5 Nailing schedule per Table 23-11-11-1 of the CBC. 2x8 RAFTERS @ 24" OC W/FULL DEPTH RIDGE BOARD 1 - 2x6 JOIST EVERY 48' -S/B'TYPEXGYP. BD. ON GARAGE HOUSE -SIDE WALL -2 LAYERS- 5/B' TYPE X GYP, BD. ON CEILING GALT. RC CHANNEL 016' OC W/ 1 LAYER TYPE X ON CEILING) 4'CONC.SLAB 5 W/6x610/10 W.W.M. b' ROCK SECTION A - 3/8" =1'-O" Q1r1+1 a � L DBL 2 X PLATE 2 X STUD5 016' O.C. R-13 INSULATION 5/8' TYPE X GYP BOARD �4V�� 4p'CLL. 1/8'x13 1/2' LVL BEAM _ 7/16'5MART-PANEL SIDING OVER TYVEK MOISTURE BARRIER 2 x 4 DF 2- STUD5 016' 0 a N' a Q C:! N 0 w r . " m Ce < n x �m I- a o .Z W ry O O x LJ Z o Z k Q O = v v pfd; Co M®SHEETS OF - ZXSYz y i LC Z Z �. Q O 0 -� *K6 FCS d 2 L., o. O v w 3 EXT. WALU50FFIT DETAIL 3/4' =1'0' V Cz Z Q era L o=V-' w Z > CZJ o C)" �04�� 04 1J.1 O -jL 12 A 6 <w Q)j/ / Co.Ier(�iE Pet Co�e,�CstE PO•^'^ 0 16 u (mUG 161 tX ZV %2�t .. `•�,�D�rDRAWN BY: Com+ r f'r `^ CHECKED DATE 2/14/07 SCl4G 7/16'OSB W/84 NAILS - ob'O.CEDGES@ w& lad-& C6kty Chale Raldema 2sb SW WALL--,S,,,12'O.0 HELD A* CON SLAB TOENALL TRUSSES .. . W/ 6ad 10/10 W.W.M. 1/2' X 10' AB. TO DBL TOP PLATE WITH sa WASHER. AT 4'O.0 (TYP.) NAIL BLOCK ENDS W/2 -16d EACH END _.. a GBAOE .� 2- M4 REBAR STANDARD ♦-STORY FOOTING W/SLAB Kl-�\FIREWALLCONSTRVCTION 2 DETAIL 3/4'=110' 0 O r\ M I 00 Ln O 4h Z C16 Q LI/ 4X HEADER WHERE M®SHEETS OF - 7/IVOSB 2XSTV05016.O.0 VAPPLICABLE SMART PANEL 5/B' SHTRK FASCIA sHEEr s ' 3 EXT. WALU50FFIT DETAIL 3/4' =1'0' 50F5- 7Y-6 3/4" rm— SITE PLAN LEACHFIELD II 0 z d cz Q ° MLU� s � d "RW Z 0 ox LU 's 3 0� z a k Q o r v V of c 1- O Z Z Q O M S Ln o. O v > a p U m o M Z Q Lin ua Lu S � co Ln O V V w Z > w d Z d Ow O Q O J cW L DATE; Lid/07 SCALE Jos lode Clu.ily QNB Raidarce SHEET / 4 OF 5 I 1 i R Zp rm'I®I-I-I-07 lml�lmml® lml®lmI■ lml�lmI■ lml�lmI■ lml®lmlmislmo lml�lmlml�l■i imi®■ml� 9 Z ■I �lml -lml -I■' < O n r imi�.immi� lml— I■ lml�lmlml-lml lml�lm lml�lmI■ MEI �I®I�I®I■I mlmislmi ■ ■i ■l®l ■I- mlml�lmlml 101' -I■I O Z n o O N O Z 3 { m z to . • R I■I-I■I 1 i R Zp � D -1 9 Z N < O n r N Z 7. 0 m A =� N m O Z n o O N O Z 3 { m z to . • R k RESIDENCE FOR: JOEL & CHARITY CHAIN CAMELOT SPRINGS SUBDIVISION - LOT 89 OROVILLE, CA 95965 APN# 058-370-013 D 3 p =�^^m'2 amDD f C0 acs m R> v O�o":�DD� oD�02 rmGv 6 Do"F,Go S>°� �7ea m nZip O m n F < prWR �� o cHi'$o H R n g>o_� pRmgR R6 z d nG a D cl Z r o n o F 3 1 z A:, C Zp � D -1 Z- v�^'� A 50S < O n Da O N Z 7. 0 m A =� N m O Z n o O N O Z 3 { m z ' CHAIN ENTERPRISES Al 19812 FRESHWATER DR. COTTONWOOD, CALIFORNIA 96022 PHONE: 530.347.6122 FAX: 530.347.6058'51 LICENSE 360678 sIm Owner: BP# 07- 0279 APN• DSS- ?,o,013 FILE COPY