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Home My WebLink About072-310-029BUTTE 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: 70 ELSA LN Owner: Permit No: B07-1992 APN: 072-310-029 GRABOWSKI, JOHN Issued Date: 10/31/2007 By KEJ Permit type: MISCELLANEOUS 34 DAWN COURT Subtype: Wood Deck OROVILLE, CA 95965 Expiration Date: 10/30/2008 Description: NEW DECK 8X20' (530) 533-6007 Occupancy: Zoning: U SH Contractor Applicant: Square Footage: REDLINE INSTALLATIONS INC REDLINE INSTALLATIONS I: Building Garage Remdl/Addn 13407 GARNER LANE 13407 GARNER LANE CHICO, CA 95973 CHICO, CA 95973 (530)891-6719 (530)891-6719 Other Porch/Patio Total 160 160 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Deck -Open (Wood) $159.00 Total Charged: $234.70 Fees Paid: $234.70 Balance Due: $0.00 Receipt No: B4702 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 REDLINE INSTALLATIONS INC 848025 / C47 / 10/31/2008 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 -QF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Pection 7000) o iv' o 3 of the Bus' ass 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�n ffect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 10/31/2007 penalty [$5001 Please check one of the following: ContracOes,gignature 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 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 WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND WILL the work himself or herself or through his or her own employees, provided that such improvements ❑I 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.). VE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund policy Number: 461-0000736 Exp. Date:09/0112007 Contractors License Law.). (This section need not be completed if the permit is or ons undt�llars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS 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 10/31/2007 compensation ovisions of Section 3700 he Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 10/31/2007 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 Signet 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 HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. o enter the above mentioned property for inspection purposes. I hereby certify that I am the owner or th yo a on the property owners behalf. CONSTRUCTION LENDING AGENCY 10/31/2007 9whe 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency forf Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR; ElAgent for Owner gAgenf for Contractor FILE COPY Lender's Address City State Zip I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE 9: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: ww%v.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER Last Name/ m / 4vS first pamg � !D Address C + City D vo � i State � Z. ,S9 Phone . $3v 535-6067 Fax E-mail CONTRACTOR ARCHITECT/ENGINEER Name REd h h� h��4/� a ID7zS Address Address ) 3 q.7 a I Zip Gas 273 City /f t) 4,6Statfr Zip ,,, Zi Fax Phone .g9 % 1 Date Approved: Fax g %- ? E-mail Lywq,� ,;u CIW7 APPLICANT NAME ARCHITECT/ENGINEER Name Addres 02pdo,He : Address City (//� i '� �+tj_ City I Zip Gas 273 State Zip Phone o k , con Fax E-mail Date Approved: State License Number APPLICANT NAME Name I /� Property Address 70� Addres 02pdo,He : City (//� i '� �+tj_ State I Zip Gas 273 Phone p� G O Fax p� 7 E-mail $ i,n , J G o k , con APPLICANT SIGNATURE X For office use only: Zoning Property Address 70� Flood Zone Cross Street AV D -r S CL SRA N Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT rn 1Ci� ), BIN # LOCATION ,e� AP# 7,2— 3/L — 0:2 U Property Address 70� / /4/1� vi -el Xy Cross Street AV D -r S CL WORKER'S COMPENSATION Policy Number �-16l—DD 0736 �-- Carrier :-/4? Xel 41/ 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: i'a c ti 4 Red o n W/ X o2Q Sq. Footage /(,o ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Receiv b : Amount: , Bldg SRA Receipt #: Sheriff n SMIP O -jam �� • Other Date I 1✓ (� `-' Total � EV 2-24-05 K:\FORMS\BUILDING FORMS\BldgApplSubRdmts.doc _ Page 1 of 2 :.+R The following drawings and specs ifiaBons mA t b submitted tPERMIT. REQUIREMENTS the Building Division permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED .oALL PLANS MUST BE LEGIBLE AND /N INK. in order to apply for a ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and ❑ . Engineered truss details and layouts in duplicate (if required)signed calculations. . No faxes! 0 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan D licate. , ( )Tie down or fnd plans, all in du ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations plans in triplicate. All of these must be stam ed and wet•si ned b the en ineer �n triplicate. (D) Floor ❑ 8. 'Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required . ❑ 9. Site plan and business license approval from the City of Biggs. ) ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan C review (May require additional plan review upon receipt of the following items.) heck and Planning ❑ 1. Agricultural Buffer clearance and site plan approval from the A ❑ .2. Impact Fees. 9 Commissioner's office (if required). ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval ri ❑ 6. Contractor's license information. (Number, Name Style, Classification). PP Porto occupancy), ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regardin this pro Permit Assistant at (530)538-7541. 9 p cess, please contact a EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In orde on an application after expiration, a new application, plans and fees will be required. r to renew action Refunds can only be made upon written request �by the pUEST erRsonEwhoEFa tl D e f years from the date of fee payment on permits not issued, and twoyearsfrom the hdate of request permit ti b u made within two issued; however, on issued permits refunds can only be made if no construction work has been done. Fi ,n for permits check fees for work plan checked and other department costs are not refundable. g fees, plan OVER FOR BUILDING PERMIT APPLICATION KAFORMs\'UILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. O Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1992 Location: 70 ELSA LN Parcel Number: 072-310-029 Date: 9/20/2007 Owner Name: GRABOWSKI, JOHN Phone: (530) 533-6007 Description: NEW DECK 8X20' Signature of Property Owner: Date: 9/20/2007 FILE 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 C pa'�nEiv�. 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 0 0 i Reference Number: B07-1992 Date: 9/20/2007 Location: 70 ELSA LN By: GLB Parcel Number: 072-310-029 Sub Type: Wood Deck Owner Name: GRABOWSKI, JOHN Phone: (530) 533-6007 Description: NEW DECK 8X20' 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. i ��_�L•�% FILE Date: 9/20/2007 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: B07-1992 Recorded 9/20/2007 Location: 70 ELSA LN GLB Parcel Number: 072-310-029 ype: /Phone: Wood Deck Owner Name: GRABOWSKI, JOHN (530) 533-6007 Description: NEW DECK 8X20' The above permit application has the following Clearances required pro to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your pe it application. Yes 13 13 F. No R Thermalito Irrigation District, 410 Grand AveY-(53(0) ville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 9596 533-2000 City of Chico, 545 Vallombrosa, Chico CA 959 895-4711 Chico Area Recreation District, /Vallbrosa, Chico CA 95926 - (530) 895-4711 Durham Park &Recreation DistMidway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Pa1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 66, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 00 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School Distri t, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School D strict, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 29 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School Dis rict, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementar School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union H' h, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise ❑ ❑ Other: rie School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER iy of Agricultural Acknowledgment Statement- See Attached Instructions Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Signature of Property Owner: FILE Date: 9/20/2007 Recorded ❑ City of I❑ ❑ Other: m ❑ Other: ❑ ❑ Other: rie School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER iy of Agricultural Acknowledgment Statement- See Attached Instructions Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Signature of Property Owner: FILE Date: 9/20/2007 BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Permit Number: B07-1992 Job Address: 70 ELSA LN Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Contractor: REDLINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA 95973 Printed: 9/20/2007 11:31 am Fee Description Account Number Fee Amount Paid Date Pmt Amt DBMSC Deck -Open (Wood) 0010-440001-4210500-1010 $159.00 9/20/2007 $159.00 DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 9/20/2007 $75.70 234.70 $234.70 Printed By: Gwyn Benedict Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: Date: 9/20/2007 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 BUILWNG 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 Fi PROJECT INFORMATION Site Address: 70 ELSA LN Owner: Permit N0: B07-0123 APN: 072-310-029 JOHN & JEAN GRABOWSKI Issued Date: 02/27/2007 By GLB Permit type: RESIDENTIAL 34 DAWN COURT Subtype: SFD-Mobile Home PFS OROVILLE, CA 95965 Expiration Date: 02/27/2008 Description: NEW MH PERM FND (530) 533-6007 Occupancy: Zoning: U SH Contractor Applicant: Square Footage: REDLINE INSTALLATIONS INC REDLINE INSTALLATIONS I: Building Garage Remdl/Addn 13407 GARNER LANE 13407 GARNER LANE 2,282 CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530) 891-6719 (530) 891-6719 2,282 FEE INFORMATION CWIF SF $2,005.09 DBFIRE SRA Fire Plan Review (S $102.70 CWIF SF $2,244.02 DBMSC Mobile Home $329.94 CWIFAUD Impact Processing Audi $50.00 DBSMIP Residential $14.83 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: $5,304.92 Fees Paid: $5,304.92 DBFIRE Fire Inspection (SRA) R $102.70 Balance Due: $0.00 Receipt No: B1981 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 REDLINE INSTALLATIONS INC 848025 / C47 / 10/31/2008 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 (commencin ith Section 7000) of Divisi f the Business an Pr essions Code, and my license s in full for and effect. of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 2/27/200•% ZZ, the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: r of s Slgnat a 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 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 the work himself or herself or through his or her own employees, provided that such improvements WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ASection ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors 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 State Fund 461-0000736 ExpDate: 09/01/2007 Policy olicy Number: . Contractor's License Law.). 7 hundred (6100) or less. (This section nee not be competed if the permit is or one 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 02/27/2007 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 9ff Section 3700 o!49 Labor Code, I shall forthwith comply with those provi ions. Owners Signature Date X / x/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 Slate laws relating to building Si Ure Date ARNI G: 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. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the prop yownerora a zed toacto he pertyownersbehalf. CONSTRUCTION LENDING AGENCY 02/27/2007 me of ermi' a [SIGN] 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 l�J I �.i Contractor OR. Agent for Owner ElAgent for Contractor FILE COPY Lenders Address City State Zip ��6bt"Dy 61 . ol(Z� I r BUTTE COUNTY DEPARTMENT Of DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONa: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE 9: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER Last N4M, ►^ Gtr S i t ame �t \ �0 n J2a n Address CityI,O VI Stated ZiQ?59(0 7 Phone �s�3 �DD Fax E-mail CONTRACTOR Name R ed 1 ,o P1/3 MS7L P I? Address O% eL City C I •I �1 City State CA Zi 3 Phone �s (:7/ Phone FaVoy E-mail E-mail Li oo Cla ;4 APPLICANT NAME ARCHITECT/ENGINEER Name City 0 40 Address z4 S� City Fax a 1, (D 79 d State Zip Phone Book Fax E-mail Plann V State License Number APPLICANT NAME Name I ( � _ /ou , t /1 I la"y� / Address j 3`i, l 6.1 r P t a h -c- City 0 40 State z4 S� Phone l Fax a 1, (D 79 d E-mail WrIjry VSO l�r.o WIN 00 0 5 AN For office use only: Zoning Property Address Flood Zone Cross Street SRA Yes No Occ. Type onst. S j oNam�1 Map Ole i Book Page Lot # Plann V Date Approved: PERMIT NO. -6(')' al BIN # LOCATION AP# J /6 ._. Property Address Ch�i yy Cross Street WORKER'S COMPENSATION Policy Numb 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 Descriotion or Scope of Work - P a \6 :e- SFS Sq. Footage Ov2f ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Receive Amount: /-,' IL L2!" rsiug Cr SRA Receipt #: Sheriff SMIP 6� Other Date: OVER F0KybUt3IV11 I I ML Mr-WUMCtvIC11 1 REV 2-24-05 KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc _ Page 1 of 2 SUBMITTAL & PERMIT. REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED. ALL PLANS t�t BE LEG/BL to apply for a ❑ 1. Site plans 3 or 4 sets, signed by the preparer of the plans. No rah erE AND /N INK. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped ands signed ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! 9 calculations. ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings, ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan duplicate. ,D (,) Tie down or fnd plans, all in ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C Elevations plans in triplicate. All of these must be stam ed and wet-si ned b the en ineer. ❑ 8. Flood Elevation Certificate, wet -stamped ) ns In triplicate. (D) Floor ❑ 9. Site plan and business license approval from the City of Biggs. ate (if required). ❑ 10. Letter of intent for non-residential buildings, ❑ 11. Detached Accessory Building Form filled out by the owner (if required), ❑ 12. Hazardous Material Form (for Commercial Buildings only), Remaining items needed to issue the permit. Additional items may be required after Plan review (May require additional plan review upon receipt of the following items.) Check and Planning ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office if r ❑ .2. Impact Fees. ( required). ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. , Encroachment Permit for driveway from the Public Works Dept. (construction approval r' ❑ 6. Contractor's license information. (Number, Name Style, Classification). PP p for to occupancy). 0 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regardin this r Permit Assistant at (530)538-7541. 9 p ocess, please contact a Applications for which a permit has not been Essuedwill Ilpexre oN OF ne yeaAaftOeNdate on an application after expiration, a new application, plans and fees will be required of application. In order to renew action Refunds can only be made upon written request �by the pUEST erRsonEwhoEFa tl D e fe e. years from the date of fee payment on permits not issued, and twoyearsfrom the hdate gof permuest it ti b u made within two issued; however, on issued permits refunds can only be made if no construction work has been ante for permits check fees for work plan checked and other department costs are not refundable. n done. Filing fees, plan OVER FOR BUILDING PERMIT APPLICATION K1FORMSIBUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 Butte. County Department of Public *ork-S J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 ,(530) 538-7266 Telephone (530)538-7171 Fax www.buttecounty.net/dds 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: B07-0123 Date: 01/22/2007 Location: 0 ELSA LN By: GLB Parcel Number: 072-310-029 Sub Type: SFD-Mobile Home PI Owner Name: WILLIAM COLVIN Phone: (530) 533-6007 Description: NEW MH PERM FND 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 thanone 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: 01/22/2007 BUTTE COUNTY FEE SUMMARY Printed: 01/22/2007 7 County Center Drive 2:38 pm Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-0123 Job Address: 0 ELSA LN Contractor: REDLINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA 95973 Fee Description Account Number Fee Amount Paid Date Pmt Amt -CWIF SF CWIFFIREF SF 1851-0-280-1011852 $340.97 CWIFPWR SF 1831-0-280-1011001 $1,244.88 CWIFFIREVE SF 1851-0-280-1011853 $658.17 CWIFSHERFF SF 1840-0-280-1011841 )/DBEH Building Review Fee CWIFLBRYV SF 1825-0-280-1011828 $4.50 CWIFLBRYM SF 1825-0-280-1011827 0021-540013-4614901-1010 $75.70 01/22/2007 $75.70 Y DBFIRE Fire Inspection (SRA) R 1810-0-280-101001 $285.37 CWIFGGF SF 1808-0-280-101001 $618.75 0100-450001-4617240-1010 $102.70 01/22/2007 $102.70 l� DBFIRE SRA Fire Plan Review (S _0100-450001-4617240-1010 $102.70 01/22/2007 $102.70 DB SRA Fire Plan Check Fee 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 01/22/2007 $219.96 CWIF SF CWIFSHERFJL SF 1800-0-280-1011811 $288.00 CWIFSHERFF SF 1840-0-280-1011841 $291.31 CWIFLBRYV SF 1825-0-280-1011828 $4.50 CWIFLBRYM SF 1825-0-280-1011827 $150.82 CWIFLBRYF SF 1825-0-280-1011826 $224.20 CWIFGGVE SF 1810-0-280-101001 $285.37 CWIFGGF SF 1808-0-280-101001 $618.75 CWIFSHERFVE SF 1840-0-280-1011842 $142.14 DBSMIP Residential 1001-0-280-1011298 $14.83 i 59304.92 $501.06 Printed By: Gwyn Benedict Balance Due: $4,803.86 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. 01 Date: 01/22/2007 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 Developmerit 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: B07-0123 Date: 01/22/2007 Location: 0 ELSA LN By: GLB Parcel Number: 072-310-029 Sub Type: SFD-Mobile Home PI Owner Name: WILLIAM COLVIN Phone: (530) 533-6007 Description: NEW MH PERM FND The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS 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 roville 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 Property Owner: G' - ��' Date: 01/22/2007 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 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://municil)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0123 Location: 0 ELSA LN Parcel Number: 072-310-029 Date: 01/22/2007 Owner Name: WILLIAM COLVIN Phone: (530) 533-6007 Description: NEW MH PERM FND Signature of Property Owner: k ��L%` Date: 01/22/2007 FILE t NOTICE TO ASSESSOR 6-"G b 0&JSt1 HCD 433(B) 4/86 THIS FORM MUST BE COMPLETED BY THE OWNER OF A MANUFACTURED HOME MOBILEHOME OR COMMERCIAL COACH AND FORWARDED TO THE COUNTY ASSESSOR UPON COMPLETION OF THE INSTALLATION OF THE UNIT ON A FOUNDATION SYSTEM PURSUANT TO SECTION 18551 HEALTH AND SAFETY CODE. ORIGINAL PURCHASE PRICE FOR: 1. The Basic Unit 2. Optional Equipment & Upgrades 3. Subtotal 4. Accessories & Accessory Structures 5. Other (Specify) G v- t7o c �s 6. Delivery & Installation 7. TOTAL SALES PRICE DOES THE BASIC PRICE INCLUDE: The Towbar(s) 0 YES Tires & Wheels ❑ YES Wheelhubs & Axles ❑ YES LIST NUMBER OF ROOMS: $ 13& 4&6 ,� _Type of Exterior Wall Covering: 10 a dd (Metal, Wood, etc.) Type of Roof Covering i.'e Y) /GUS/ T/,o n $ 13g, yGG,9� (Metal, Wood, Composition, etc.) O� $ Heating Type: Forced Air ❑ Floor or Wall A 5a5� $ 1nrj4 )ej AirConqiti ng: $ ��a 170,4% Evaporative Cooler: Built-in Cooktop: Built-in Oven: ❑ NO Built-in Dishwasher: .0 NO Built-in Wet Bar: f0 NO Refrigerator: Roof Overhand (Eaves) Furniture Included: Bedrooms 3 Dining Room Carport: Baths 2 Awning: Family Room Porch: Kitchen Utility Room Garage: Storage Shed Living Room ( Other Roomsrgml1�/ / Skirting: The sales price as shown does not include any amount for any in-place location M YES ❑ NO Tons ❑ YES rd' NO ❑ YES W NO ❑ YES tB" NO I2' YES ❑ NO ❑ YES WANO W YES i71NO / .0 IV YES NO �(O inches ❑ YES (' NO Value $ (LENGTH X WIDTH) ❑ YES m NO X ❑ YES Qi NO X ❑ YES id NO X 121 YES ❑ NO X ❑ YES 21 NO X Er YES ❑ NO 9;t3 LINEAL FEET The Assessor's Parcel Number of the installation site is (Signature) s� / s i3 Gay eA- Address Ch gs97� Tao q — 7777 Telephone 86 41568 %" CORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: SPACE ABOVE TIIIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOIriE (MOBILEHOME) OR COMIPYIERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 1855 1. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. 6 s k REALPROPER OW\'ESSOR 3 cZwn Ci . MAILING ADDRESS CITY CUUNTYr STATE: ZIP INSTALLATION SLULING ADDRESS, IF DIFFERENT CITY COUNTY STATE ZIP SAM jE UNIT OWNER (f also property owner, write'SAME') NAILING ADDRESS CITY COUNTY STATE ZIP MAILING ADDRESS CITY COUNTY STATE ZIP BUILDING PERMIT NO. TELEPHONE NLIBER SIGNATURE OF LOCAL AGENCY OFFICIAL DATE DEALER NANCE f f not a dealer sale• MTite'NONS') DEALER LICENSE NO. UNIT DESCRIPTION / L >/ MANUFACTURER'S NANCE DATE OF MANUFACTURE MODEL NAMEINUNBER 7&,21" plus dlv/3k"t SERIAL NUNBER(S) LENGTH X WIDTH " INSIGNI.VLABEL NU'NBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NU'�BEW'X ©7 � — 3i O -' D - - atk G46X HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PLNT: - Applicant GOLDENROD - Building Dept. 01/.22".200.7 17:08 Fal Fidelity National, Title Company - 565 Wan Street Chico, Ca 95928 Phone (530) 343-3716 Fax (530) 3434410 to 11UL Property Characteristics Use Description: Year Built: # Rooms: Bed / Bath: # Stories: # Units: Square Feet: Floorl: Floor2: Additions: Basement: Lot Size: Dimens: Construction: Qualty: Shape: Garage Type: Cool: # Fire Places: PooISF: 5.00 A Prepared By RV Fidelity National Title Company Sale/Loan Information Sale Date: 08/22/2006 Phone: Parcel Number: 072-310-029-000 Pg-Grd: Ownerl: GRABOWSRI,JOEN 6 JEAN { Census: 0033-001. Owner2: Cost/Square Foot: Zoning: Site Address: ELSA IN SCA Flood Panel: Site City/State: OROVLLLE 95966 Ownership: Mail Address: 43190 BABCOCK AVE Title Company: Mail City/State: EENT CA 92544 Legal Description: ELSA LN Prior Sale Information Previous Date: 05/06/2003 Property Characteristics Use Description: Year Built: # Rooms: Bed / Bath: # Stories: # Units: Square Feet: Floorl: Floor2: Additions: Basement: Lot Size: Dimens: Construction: Qualty: Shape: Garage Type: Cool: # Fire Places: PooISF: 5.00 A Prepared By RV Fidelity National Title Company Sale/Loan Information Sale Date: 08/22/2006 Sale Amount: $85,000 F Document Number: 43106 1st Trust Deed: OQ +Addl: $481.00 Cost/Square Foot: CUR Loan Type: 091007 Buyer: GP_%BO 7SKI , JOAN 6 Seller: COLVIN,WILLIBM S Lender: Title Company: BIDWELL TITLE 6 Last Trans W/O $: Doc #: Prior Sale Information Previous Date: 05/06/2003 Previous Amount: $42,500 F Assessment/Tax Information Assessed Value: $45,041 Land Value: $45,041 Improvement: $0 % Improvement: OQ Tex Amount: $481.00 Status: CUR Tax Rate Area: 091007 Exempt: Tax Year: 2006-2007 THE ABOVE INFORMATION IS SOURCED FROM PUBLIC DOCUMENTS AND IS NOT GUARANTEED : Copyright (C) 1998 Acxiom Corporation 011/21'2007 17:08 FAX RF.t'(11(U1\(: RF:VI'F:�TF.I) Ill' 61tllsell Tlfle li K%crn%l C(rulptlny AND MIK-N MAIL 1*0 ad— lohu Grmhowsk1 r " 43190 Ralrcock A1'cnue .tddJ I IFI,T \u 00228127-001 LO U04 2006-0043106 Recorded 1 AEC FEE 10.40 Official Records I Mi 93.58 Cotmty of 1 K111WA P116" 11.88 Butte I amal J. am I County Clerk-Win'derl I I LY fn:M* 22-Rq-M I Page 1 of e SMAVE ARO\T TIIIS I.I-NF: 1:014 REC014DER'S 1 1F: 1'12reel \,+. 073-310-039 GRANT DEET) Ills\ F(II(M Rikn'IS111.DRY t1I1)%VI:l.1 lll'LI- V INCR111Y['t NIVANY Il,c 1l6Ikl%Tiyn0 CrunhrRs) Ik`IuM1Tsi DuCuntcvnan' Transfc''I';L\ is $93 . SU p rilvfrawn Or 0 rt)[1111111cd Un 1,011 %'aluc ol' inlCrw UI• prol)crty um1'C7C(I, ur IYUnincnrpuratcd Arta D full 1'aluc le"x \•alur ur' hcn% ur eucumbrutccs rcnlainini� :u the tint: vt'ti,lc ❑ klnnuntcnl F4'c411'S10.1111 FOR A VALUABLE CONSIDERATION, rcccipt ut7whkii is hereby acknuwlaiged. William S. Colvin and Liza Colvin, husband and wife as Joint Tenants hereby GRAN,rts) to John Grabowski and Jean Grabowski, Husband and wife as Joint Tenants Ihr rollo%% inc rral prolnrty in the O C'it\ of D Unineurlutrticd Arca Ctlunly ufBurte. Stalc urralironlio: SEE E.'OIBIT A Arr,%ain) FIF.Ki 'f0 ANDM ADE A I'ART yh_RFO1: Hi llsa,n 5. Colvin DucuniellI M11c: Auausc 1S, 2006 Li ea vitt I sem► Co .- Sruc orCalirotnia ' ('uunly ul' G /:JL ) SS. On _A� %q>F� 6VK , before me,. C 4f •S .:• Gr b✓/AG� —._ _ _ _ _ J`, �or �• Notary Pub'tiC, personally appehred L�qy%� �_ �t •A �I 5T � o �✓/fit _ _ _ William S Colvin and 4'sa-Colvin _. Ie (or provtxl u) me un the busis urratisl'aclory cc•idcncc) n, he the pclaon(sl whusc naing3) Warc suhscrikd IU the within instruntertl and acknowledged to Ifte Ihat If AAWthey executid the same in W!rIbtr/their authorised capaeitv(ier.), and that b;' hi*•iwr/their signature(9) on tht: instrument the persunj%L or the entity ttpun bchill'of which the personts) ur1(tl. executed the inslmntnt. Wll'\'F.SS my hluld and ulrci:ll kal. 5lenatur� _ I'OK \U'I',tk1' SFAI. 014 STAMI' 9?( G MAIL. TAX STATIfMENTS TO: Same'as Above et [Gannrrl ott:n Description: Hutto,CA Document t- Year. DocZD 2006.43106 Page: 1 of 2 Order: order Coattuen t : 10 2 20106 12s27. FAX , Order No. 104134 EXHIBIT "ONE" r Parcel I: The East 330.Of eet of the west 660.0 feet.of the South half of the Northwest quarter of the Southeast quarter of Section 13, Township 19 North, Range 5 East, M.D.B.&N1. Parcel ll: A right of way for road and utility purposes over a strip of land 60.0 feet in width, lying Northerly of and adjacent to the following described line: Beginning at the Southeast corner of the above described property; thence East along the South line of the Northwest quarter of the Southeast quarter of said Section 13 to a point on the West line of the land described in the deed to the State of 118, o California, al Records. 1 1, 1966 and recorded January 29, 1967, in Book 1457,Page i Assessor's Parcel No: 072-310-028 2 Description: Butte,CA Document -Year.DocZD 2003.28797 Page: 2 of 2 -T BUTTE COUNTY SCHOOLS'IMPgCT FEE CERTIFICATION FORM (Oneirn per duilding) School District 0V 6V- I I Building Department No. Tax Rate Area -No;' 0:i I C501 A.P. Number sdiction:� = City E�County Property Owner Property Location/Address C14 Subdivision Lot No. Residential Development= FT -1 I'll No of Living Mobile Home Commercial/Industrial Units Installation New Addition .................................................................................................. Sq. Footage Addition/ *Supplemental to Conversion Permit # Cr: -Dema, - *(No foundation inspection) existing sq.ft. ................................................................... ................................ Net total sq. ft. D Is (Group R) see attached Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage District Identification No. 6y-aS-LlL-e- t44—r, School District certifies tha S 0, (Street Address) (City) has complied with the requirements of Resolution No representing ;I 18, :)— square feet. School District (State) l4 0 57-6 16 --6 � (including Exterior Roofed Areas) Date (Payor) - q S C( to (Zip Code) by payment of $ KB 2926 $ IFULL MITIGATION $ Paid by Check # Remarks: b -) � — 3 L 3 Date 3-1 (Phone Number) 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 (CEGA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. 16 1` - White (school district), Yellow (building department), Pink (applicant) feeform.xIs (12/06)dmm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) / Z -3 i c) • o2 Building Permit Number / '612-'2-) Property Owner (s) �_56k Y1 Project Location /Address ( ` V-) rd V i r Subdivision Name Assessable Sq. Ftge Type of Residential Development (check one) New Development . Alteration/Addition(s) Mobile home Demo Permit (date issued Comments: Single Family -Detached Non -Residential to Residential Mobile home replacement Single Family -Attached Multi -Family Dwelling verified by Assessor Department verified by Building Department Representative Date ❑ FRR?D 0 CARD 0 PRPD ❑ DRPD certifies that: �rJ C V`GbJbw561 Applicant Name Phone Number Mailink Address City State Has complied wit requirements of the Butte County'Board of Supervisors Resolution No. by Payment of- J6 [ lao Q Remarks: Dwelling Units @ $ per unit for a total of $ Square Feet @ $ per sq foot for a total of $ Paid by Check No: Paid by ni Receipt No: <157c' s Zip 7I' 12" Stretch e 60" Cer. ShwrvdEnc 24" Stretch GW -17 �.,. � .., pan{ryF} w w Double Oven :.V411 MAS VI 8' Opening 75 16' Gable bei 24" Stretch ti Clip Comer' 8' Gable P/Hi.Y NOW � <--Add Tag g GE684F + TAG VV -22 W -n w -n w-22 �%I 0 a7 j , S w FAtECORDING REQUESTED BY: �f �s AND WHEN RECORDED MAIL TO: SPACE ABOVE TIIIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (VIOBILEH0ME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certaidty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. REAL PROPER ONWNE SSOR 3'1 . awn C 4.. MAMING ADDRESS n y o //-E, OL4 C1 CITY COUNTY STATE ZI? INSTALLATION \LA1LING ADDRESS, IF DEFFERENT ' d ro u;/ 1 3«�l� OA- q s CITY COUNTY STATE ZIP SAM M f UNIT OWNER (i also property o%mer, write'SA.\tL•') AIVLING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION MAILING ADDRESS CITY COUNTY iAlh ZIP BUILDING PER.\frr NO. TELEPHONE NIUMMER SIGNATURE OF LOCAL AGENCY OFFICIAL DATE DEALER NA.\fE (Knot a dealer We, Nrite'NO\E') DEALER LICENSE N0. MANUFACTURER'S NAMEDATE OF MAN.\f UFACTURE MODEL NAE1NU MER 7/V121nlu s dl /36"�� SERIN. NUMBER(S) LEN�JC WIDTH �7 INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NI)WEIM 6 72, 11keA HCD FORM 433(A) REV. 8191 WHITE -County Recorder CANARY - HCD PLINK - Applicant GOLDENROD - Building Dept. FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: B07-0123 Address or location of unit: 70 ELSA LN OROVILLE CA 95965 Legal Description of Real Property: 072-310-029 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: JOHN & JEAN GRABOWSKI Owner's address: 34 DAWN COURT OROVILLE CA 95965 INSIGNIA OR HUD NUMBER:ALB0317840RA/B/C SERIAL NUMBER OR V.I.N.: ORE498553/4/5 MANUFACTURER'S NAME: CMH MANUFACTURING WEST INC. YEAR: 2007 OFFICIAL APPROVING INSTALLATION: - DATE: 10/04/2007 PHONE: (530) 538-7541 H.C.D. 513 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: 70 ELSA LN Owner' Permit No: B07-0375 APN: 072-310-029 JOHN GRABOWSKI Issued Date: 04/09/2007 By GLB Permit type: MISCELLANEOUS 34 DAWN COURT Subtype: Private Garage/Shop OROVILLE, CA 95965 Expiration Date: 04/08/2008 Description: DETACHED GARAGE 576 SQ FT (530) 533-6007 Occupancy: Zoning: U SH Contractor Applicant: Square Footage: REDLINE INSTALLATIONS INC REDLINE INSTALLATIONS T Building Garage Remdl/Addn 13407 GARNER LANE 13407 GARNER LANE 576 CHICO, CA 95973 CHICO, CA 95973 Other Porch/Patio Total (530)891-6719 (530)891-6719 576 FEE INFORMATION DB SRA Fire Plan Check Fee $109.98 DBEH Building Review Fee $75.70 DBF GARAGE -Wood Frame Plan Che $219.96 DBFIRE Fire Inspection (SRA) R $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage Wood Frame $329.94 DBSMIP Residential $1.38 Total Charged: $942.36 Fees Paid: $942.36 Balance Due: $0.00 Receipt No: B2548 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 REDLINE INSTALLATIONS INC 848025 / C47 / 10/31/2008 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 (commencin w h Section 7000) of Di ision 3 of the Business and Professions Code, and my license is in full d effect. i, d 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 04/09/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Co tracto s Signature V Date ❑ 1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR 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 1 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 ❑1 HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are notintended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors 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 State Fund 461-0000736 09/01/2007 Cartier: Policy Number. Exp. Date: Contractors License Law.). (This section nee not a competed if the permit is or or on.hund� llars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS 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 04/09/207 compensati provisions of Section 3700 of the Labor Code, I shall forthwith comply with those err ignature Date provisions X /09/2007 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 Sig dture 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 arising out in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) t is is a 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. enter the above mentioned property for inspection purposes. I hereby certify that I am the wnerorama o act onth property owners behalf. 04/09/2007 2affle CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Pe I ee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 'NM/ Contractor OR; E]Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION . Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER Lasteirs �1rQboWSk,1 Na Address 3-fbgU-)A C+ CityState Zips d� Phone D .53 l �& Fax E-mail CONTRACTOR Name Address 1310-7 City(1A C6 StatUA lipq6979 Phpe30 �q�-G7lq� Pg1-67--L6 E-mail L 9 0A'5 1 ?47 . .............. For office use on ARCHITECT/ENGINEER Name Address 13 D Address Glyn " City 6-2 3 State Zip Phone _� /� Fax E-mail Planner State License Number . .............. For office use on APPLICANTNAME Name / i 1h 4U ," 11 kf -t- t-Address13 Address 13 D q y yl.pr h Glyn " Ste 6-2 3 + '530 Phone('530) p j d��r�� F 30 07I —6-7 �v E-mail II _� /� . .............. For office use on Zoning Property Address Flood Zone Cross tree or�5ToWh1 SRA ves No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BIN # LOCATION( AP#07A"3%Q'�' �� I Property Address Cross tree or�5ToWh1 WORKER'S COMPENSATION Policy Number 17 g �4 O Carrier S �.a � C (AY 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 1De ription or Sa of Work: �� T Q C P co . (ayxay� Sq. Footage 7tp ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required i REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Receiv d b Amount: �, ' 0(a Bldg v RA /KOSherif Recei v SMIP Other Date:.Notal K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc _ Page 1 of 2 REV 2-24-05 SUBMITTAL & PERMIT. REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in dulicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamloed and wet- ned b the en ineer. ❑ 8. 'Flood Elevation Certificate; wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ .2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regardingthis Permit Assistant at (530)538.7541. process, please contact a EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 BUTTE COUNTY FEE SUMMARY Permit Number: B07-0375 Job Address:,70 ELSA LN 7 County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Contractor: REDLINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA 95973 Printed: 02/27/2007 12:16 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 02/27/2007 $75.70 DBFIRE Fire Inspection (SRA) R 0100-450001-4617240-1010 $102.70 02/27/2007 $102.70 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 02/27/2007 $102.70 DB SRA Fire Plan Check Fee 0010-440001-4210500-1010 $109.98 DBMSC Garaee Wood Frame 0010-440001-4210500-1010 $329.94 DBF GARAGE -Wood Frame Plan Che 0010-440001-4210500-1010 $219.96 02/27/2007 $219.96 DBSMIP Residential Printed By: Mary Keiser 1001-0-280-1011298 $1.38 942.36 $501.06 Balance Due: $441.30 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature- Date: 02/27/2007 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 Public Works J. -MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 00— ; '�� PA�T .. � National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment jLESS THAN 1 ACRE 1 Reference Number: B07-0375 Date: 02/27/2007 Location: 70 ELSA LN By: GLB Parcel Number: 072-310-029 Sub Type: Private GaraEe/Shop Owner Name: JOHN GRABOWSKI Phone: (530) 533-6007 Description: DETACHED GARAGE 576 SQ FT 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. FILE Date: 02/27/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, A 75965 C (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEE 0 TTFa O O 0 0 0 0 '0 0 cOUN'�y Reference Number: B07-0375 Date: 02/27/2007 Location: 70 ELSA LN By: GLB Parcel Number: 072-310-029 Sub Type: Private Garage/Shop Owner Name: JOHN GRABOWSKI Phone: (530) 533-6007 Description: DETACHED GARAGE 576 SQ FT The above permit application has the following Clearances required p 'or to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your pe it application. Yes No DRAINAGE DIST CTS ❑ E] Thermalito Irrigation District, 410 Grand Avenue, Oro ille CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (51 ) 533-2000 City of Chico, 545 Vallombrosa, Chico CA 95926 (530) 895-4711 PARKS & RECR ATION DISTRICTS � ❑ Chico Area Recreation District, 545 sa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, way, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park D00 Myers Street, Oroville CA 95966 - (530) 533-2011 ZCHOOLDISTRICTS Paradise Parks & Recreation, 6626 Sradise CA 95969 - (530) 872-6393 ❑ ❑ Biggs Unified School District, 300 B treet, Biggs CA 95917 - (530) 868-1281 rict, 116 East 7th Street, Chico CA 95926 - (530) 891-3006 ❑ ❑ Chico Unified Sch/icultural ❑ Durham Unified Sistrict, 920 Putney Drive, Durham CA 95938 - (530) 895-4675 E] Gridley School Di29 M nolia, Gridley CA 95948 - (530) 846-4723 Marysville Schoolt, 19 9 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementao istrict, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 El nOroville Union HiWashington Ave, Oroville CA 95966 -(530) 538-2300 Ext:105 Paradise Unified Sistrict, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of ltural Acknowledgment Statement- See Attached Instructions ❑ ❑City of Biggs Planpartment, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: ❑ ❑ Other: Signature of Property FILE 02/27/2007 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: fd 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://municiyalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0375 Location: 70 ELSA LN Parcel Number: 072-310-029 Date: 02/27/2007 Owner Name: JOHN GRABOWSKI Phone: (530) 533-6007 Description: DETACHED GARAGE 576 SQ FT c Signature of Property Own Date: 02/27/2007 FILE Receipt Number: B1982 Permit Number: B07-0375 Job Address: 70 ELSA LN BUTTE COUNTY RECEIPT Printed: 02/27/2007 7 County Center Drive 12:15 pm Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Contractor: REDLINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA 95973 Fee Description Account Number Fee Amount DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 DBFIRE Fire Inspection (SRA) R 0100-450001-4617240-1010 $102.70 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 DBF GARAGE -Wood Frame Plan Che 0010-440001-4210500-1010 $219.96 Total Fees Paid: $501.06 Date Paid: 02/27/2007 Paid By: REDLINE INSTALLATIONS INC Pay Method: Check 2902 Received By: GLB w 1 24' 0" 717 0 n1 Wood stuctural panel sheathii (plywood or osb) with a thickness not less than 57'16 for 16' stuspacin� and not less than 3/8' for 24' stud spacing in accordance with tables 23-1-M-1 and 23-1-n-1 with 6d or 8d common or galvanized box nails at 6 inches on center at edges. and 12 inches obi center at intermediate supports. 4-0' Minimum length O (V 2 PLY 1 3/4 X 14" L.V.L. MLB C' w/ 2 rows 16ds O 12` o.c, full length U 4 0- 16' 0' 1 4 0"--� FLOOR PLAN 1/4" = 1`0` �i� ��sP �-,� ��1 -'Z COUNTY■ .2 ZI . . . . . . . . . . . . . . . . . . . . . . .......... . . . . . E OFFI^1,1.1 RECORDS R CORDING REOUESTEO 0� f .;-ji--,_ - ',�, H I - 0 1.1 F .... ... . . . . ........ . . ... .................. AND WMKM RIECON0901MAn. TO........ .... Plrta 207 PH 17: . 19 9900 Inwood. flood115: 7 COO Y BECUU1.1i �j California 95630 x U am :;.JEE Tule Ordes No "" Escrow No GOVI TMIS LINE FOR RMCOROCR:8 USI� 'iPAC9 i 1A■ -T t Documentary tran. t� Computed' On ;n full value of property conveyed,'or g _�M.'Computed'on full vAllue lees lions and encumbrapees .Z' remaining thereon at time of sale. .... .... . -County Co. ci, fill t t,c Title e � ..................• .. . ....... . ........... 4--ini- ra 4.�.WItIITIERM TITLIK FORM NO. 104 hu sb n. and wi fu )W Ail() S a MIL(IE- EDWARDS DORY B.' aL FOR VALUE RECEIVED i GRANT iiRi 116 DG E S ----------- cid 4 ja 0, described as folio - County of -p -n K. A Northwes t- 4xin rter :�i.The;Last 3 tj S I L ast .--D.- U. :.--of,,tW out to es over utility purposes the'Sotithrrly r TO(LTII over -.-strip of land 60 feet :j rl'�Vd dth.'Y,I'Y'J. iig6'rthio r lyq f.-;,opd':ndj 116"following s Ion -tli(ynbovo.d6seiibcapropcity-.:�til('ncb'.I-' t'. n g -,-.;,...Bc�i�ni��g..,otKtlic:Southiinst..%cornc,-r of': f he:'.,Northwest :',�4 , tho.:SQutjI.j1 Ilia a -'tn P the qua Section 12 "he the. State of t d,;to: poin 7 57 a, Ofrf�lnl Ca) or io. dat6d z6& recorded Jnnulr�.,211. 1967 in rook 14 if n f said Ii fc�ords.,Df-,`Butte Cciin�t --C61 forni,a,,'nnd the. c. _..:.T-Rc6ord ..�nd a t",p go PARCEL TIN All thit:,poition'_.'thn.' South hilt or -.6c Northwest quarter of the Scinthr-wtt (I it- r j ot'nS :16virshiT" I9J!orth , Jtinr .1 ection.)U 6 5 lust. D. D. IyIng , dercrib`Cd:W.thP Dobd`to the State of C-111fornin dated October 11. 1966 and reco . rded 4.3onuary 29.': 1967 - J.n. Book_ 1457 of Official Records, at page. 110, records a Butto County; Cnlifor'ni8. c r r . BUTTE:COUNTY -: . . ..... . .. . .. . M I% STATE OF CALIFORNIA""'' 1yof On hinr.It 3 before me, the unde.rslgncd. a Notary Public; In andd te, personally appearcA for salDollySIB Willie Edwaros and IS; FdwnrllS. -n Z-1 3 Datc Mar(02-, 19 L7V V, WitHe Uwards Notary Public STATE OF CALIFORNIA""'' 1yof On hinr.It 3 before me, the unde.rslgncd. .FON NOTARY SEAL OR STAMP ...................... .......mumu.. 4. AR 1...1A M. GRUAM CALIFOHNIA Z .UC M1. C= . .111 ......... ::*" 13 MAIL TAX STATEMENTS AG DIRECTED ABOVE M a Notary Public; In andd te, personally appearcA for salDollySIB Willie Edwaros and IS; FdwnrllS. known to me to be the person -L whose name i re subscribed to the ;Yllhin Instrument.' and acknowledged to me that -Lhe-X executed the same. Notary Public .FON NOTARY SEAL OR STAMP ...................... .......mumu.. 4. AR 1...1A M. GRUAM CALIFOHNIA Z .UC M1. C= . .111 ......... ::*" 13 MAIL TAX STATEMENTS AG DIRECTED ABOVE M Oco E //Z, SEC. /3, rw /9 N., R. 5 E. M. D. B. o. w. R - ORWO. MO. 0603/ -04 -OR R/W MOP- E !/4 COR. ORO -3868 8 .ei A �s d�a� 72-3/ -:7--N--cr I"+VDD• 10 1 z Assessor's Map No. 72-31 County of Balls, Ca/. REVISED, 2-90 17y,2 :zE9, Department of Development Services Building Division 2UT�'E ,�.. ° 'ry ° 7 County Center Drive COUNTY o ' ° OTOville, CA 95965 ° - ° SES 2 r 2007 (530)538-7541 (530) 538-2140 FAX u DEVELO NT SERVICES GUARDRAIL DETAIL HANDOUT Nailing shall comply with Table UBC 23-II-B-1. Lumber shall be.at least Douglas Fir #2 or better (D.F. #2).. Minimum concrete'compressive strength.shall be 2,500 psi at 28 days. (UBC 1922.2.4) Minimum underfloor clearances from finish grade to wood joists is 18"; (UBC 2306.3) and minimum 12" from the finish grade to wood girders or treated wood j.s required. No wood shall be placed closer than 6" to earth unless it is foundation grade or " pressure treated. (UBC 2320.13) a• Max. Min. 4 x 4 post @ 5'- 0" o.c. ' 4' !Max. Intermediate rails -. 36" Min. spacing shall prevent the passage of a 4" diameter sphere. Top of3/4" Deck SIDE VIEW 4' Max. Top of clearartce Joist to the edge of V777-M P77" he woodmember Min. 2x pressure treated ledger __ joist I " lag bolts or.screws. Min. 2 112". . . IX dia. thru bolts required TYPICAL LEDGER GUARDRAIL EIf the deck/porch is 30" Pier posts greater An approved post or greater above the than 3 feet in height Girder •• cap connection or connect girder finish grade a guardrail is need to be diagonally required. braced between posts and post with 1/2" plywd gussett Post and 3 - 16d nails 4 - 16d nails or ' top &bottom an approved T post base connection 6" Min. If using precast piers, 12" x 12" Footing 8" Min. embedment wet set precast pier into concrete footing TYPICAL PIER FOOTING Guardrail 1997 UBC.xIs , TYPICAL- DECK DETAIL _ .1-1/8 TSG ?Jv ood CC rAr �r� -- 1-1/8 TO ?ly'-700a Address letters min.4" high, must be installed on house or mobile at tirre of ilial inspection. Provide 2% grade within 5'.minimum at Final 1 See detail for guardrail ?ositive connections (tY?) Adequate bracing at -corners and as required'on a case by case basis 4x4 post 12" deep concrete footing for �I / corner posts per detail ?recast pier on 10" deep, 14" square, concrete footing handrails & guard;aiis 2s Vtir.. 1 V��I ----- --- -------=------- -- - ---- -L� UB 03; residential stairs, -6" -max - ..E m�� `run. f�in-ished surf. ac% g . rise " iCOTI GS (minimum) Any lumber e Fressurtreated ,I or heartwood of � 8 t redwood or cedar (l ?344 or better) 12" _ 12" 12" 44-.1211-4 Concrete fcoting (fl -2000 psi min) SOIL CLV-RAVCE Tivirin Deck Girder " unless red�:ccessuie treated" SITF= P 1 AN] ..... ................... . ................. ...... .............................. . ..... . ........... NING PIVSION - BUILDiNG PLAN APPROVAL ... ..... ..... ................... ...... .... ...... ...... ...... % ...... ............. ...... i....... ... . .... 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PARCEL# ..................... .1 . ............. . ................ ...... ............ ...... ...... ............ ...... .......... ............ ...... ............ ...... ...... . ..... : ...... ..... .. ........ ........ ...... ...... ...... ..... . ..... ..... . ..... ........ ...... ...... ............. ...... ..... .......... ... Xi ...... ... ..... LUO ....... ..... % .... ... . .... ...... hT. . ..yy .... ..... . ..... ............ ...... . ..... . ....... . ........... ................... .................. ............ ...... ..... ...... .............. ........ ... .......... ..... . ..... ................. .... ...... ........ .. pR*- V Me .': - P ............... ..... : W a ............ ...... ...... ...... ..... . ............................. .................... ....... A_j ke* ... ... ... ...... ............ % ......... . .... ........................... .... . .. ...... 7 7 .. ...... ....... 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Owner Name ra Lo w z k; Address/ Phone No. _5q I)Ijil y) Site Location 70 P- S .4 Contact: Name 0 Scale: V= An CrT 1 G33-'600-' Phonecs&) X91— 67/9 : . ..... ..... A ..... ............ ...... ...... .. . ..... . ........... ..... ........... . ..... ..... . ..... ........... . ..... ....... FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres FILE Copy =S GEN PLAN: USES: .... . ....................... ...... ...... ...... ...... ..... . ..... . . ...... ...... ...... ...... ...... ...... ...... ...... ..... .......... ........ ...... ...... ..... . ..... ..... ........ ... . ............ . ............ ..... . .................. . ..... . ............. .... ....... ...... ...... ...... ..... . ..... ...... ..... ....... . . . . ...... ..... j......?.. 4F— ........... ...... ...... ...... ............. ...... ..... . ..... ........... . .................. . ..... ..... . ..... . ..... ..... . ..... . ..... ..... .. ..... ...... ..... . ..... ..... ...... ..... ...... ..... ..... ............ . ..... . ........... . ..... . ........... . ..... . ..... ........... ..... % Assessor's Parcel Number. Owner Name ra Lo w z k; Address/ Phone No. _5q I)Ijil y) Site Location 70 P- S .4 Contact: Name 0 Scale: V= An CrT 1 G33-'600-' Phonecs&) X91— 67/9 : . ..... ..... 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J..... .. .. .. ............. .................................... .. .. .. 0 r� :�� .T.:., -- - - .. .. .. .. . .. ... ............. Assessor's Parcel Number: a a a — Own ier Name Address / Phone No. Site Location - s' ra 0.0 Scale: l" = ��♦ L-IfT �53ci S 3 3-/�00 Contact: Name PhoneC67/9 FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres M PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC)-. ZONING: GEN PLAN: USES: SITE FLAN G'AA Iso wsY l BUILDING PERMIT # 07- O� 23' ASSESSOR'S PARCEL # D%2— 3/0- 0 I- -j .. ............... ....... ....._.. _............................................ ............... ..... _...... ...... ..... ...... .._..._.. _._.. _.. _.... _.. _.. ....... ...J... .... ...... .... ............ .................................. ...... �.... ........... - • .. .. _ .. 4�.. ...1... .. ..% .. .. — _ �s CO /B. �. F tb.. f�u�ty Fire y- ?� vo 'i- AA S� a� �.... v...... Oft to • uinW t O. :X 6 -- �.,( ` ..: Gutter. .a t t4 .. .. t^ V. °L Corsin ��E re�istar>R i none :.: roofarW attidi s ver -- - r _............_ .. � The 2001 CBC, CMC, CPC, 2004 ....._..................__ .. ..- -- i _ CEC, and 2005 California Energy .. i... .. .. .. .............. .............. i Standards as amended by the � _. _ ;.. ;. 'd b �. _.--- - -- - - -- - ------ ..... . - :..... :. � � : .jurisdictionapp1y o spro'ec PRC 4290 REQUIREMENTS ......_ .. n e attached Requirements sp 9jett-tro -to-in et-#hi�ed .. ::eMust be completed as specified and �. ..CALIFORNIA CODE of -� ��Ld�hr ......;.....;............ o - a� i .................a.... proved by California Division of TIONS TITLE 25 1,111 approved REGULATIONS ..........�.....................i hOd W the a s he P• 04290 °' Forestry Requirements as amended by the _ .. .. _ . �.>~. �,._ _: _ ............... �. �.... - funs is >o 0 iien':'n 3 e ¢, d• tion apply t this project �:.. ... . :� q. .. N.. ._... -- - — -- ... . .. .. .. ...... a� �u :�1 O o �Q -�...� o < La 0 I• - zt v� i - /I ...... � .. :tu `I .PE.� ,PPR 1 Q ✓i/l - - .J.�:.. .. .. .. ... .. .. U fat d �' Parti n S' •f _ t4r � -G otl'S2f - f / _ 1... Y .i y^ -,F `t V I 1 9- .rJ. • � .titin. V' •7 9. I • O .. .. l.. .. .. i -.. i -- -- o (p .. .............. .. .. .... '^�jA) ... ......... .. .. ... .. ...............E.............................. ... .. .. .. ._ ............. .. .. _ ... .. _ ... .. ... .. .. .. ._ ................ ....................... ............... ;.. { .. .. .. .. .. •. ... .. .. ... .. .. _ .a ..... ....................... i _ ... ,�. _ ... ..:....:. .:....:....:.. ..:...:...:.. i y ''``��`� r: .......................... .. .. .. .. .. 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Assessor's Parcel Number: ©� —[30 ® — Scale, 1" — � 0\Q T %F PERMIT SHALL BE ON SITE ONLY PROVIDE FOR ALL II - o o FOR ALL INPECTIONS ADJACENT PARCELS Owner Name rpt bL9 W s k I J o ki G n C/ Pc� rl a o Zoi SIZE (AC): Address / Phone No. 1 (5aC 5 3;5_600 o General Plan Desig: ZONING: Site Location SA /0 e �0 N\ Size, Acres GEN PLAN: Contact: Name Phnno /rJ��1 �� — �c �tQ E - a.00^ USES: J 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 I Building Permit # n -11:- > 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 j 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, i� which exceed these standards. Public Resources Code 4290 S ARTICLE 1. ADMINISTRATION A 1272.00 Maintenance of Defensible Space Measures F 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 R R 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. Q 1273.02 Roadway Surface T T The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire V engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 load. 4" 2 base be for driveways, T 1 pound of class aggregate shall required all turnouts, and turnarounds. R 1273.03 Roadway Grades y 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 M (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. E (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures T designed to hold or divert water, shall be not less than 100 feet. l� Rcviscd 08/24/06 T S 1273.05 Roadway Turnarounds Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1273.07 Roadway Structures (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. All 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. Revised 03/24/06 2 a 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 conunercial 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. Revised 08/24/06 3 ARTICLE 5. FUEL MODIFICATION STANDARDS 1276.00 Intent To reduce the intensity of a wildfire by reducing the volume and density of flammable vegetation, the strategic siting of fuel modification and greenbelts shall provide: (1) increased safety for emergency fire equipment and evacuating civilians; (2) a point of attack or defense from a wildfire. 1276.01 Setback for Structure Defensible Space [\J (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and "V 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: [ ] 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: Rcviscd 08/24/06 4 1. ;1 (a) Maintain around and adjacent to the building or structure a firebreak made by removing and clearing away, for a distance of not less than 30 feet on each side of the building or structure or to the property line, whichever is nearer, all flammable vegetation or other combustible growth. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to any building or structure. (b) Maintain around and adjacent to the building or structure additional fire protection or firebreak made by removing all brush, flammable vegetation, or combustible growth that is located within 100 feet from the building or structure or to the property line or at a greater distance if required by state law, or local ordinance, rule, or regulation. Grass and other vegetation located more than 30 feet from the building or structure and less than 18 inches in height above the ground may be maintained where necessary to stabilize the soil and prevent erosion. This subdivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to a dwelling or structure. (c) Remove that portion of any tree that extends within 10 feet of the outlet of a chimney or stovepipe (d) Maintain any tree adjacent to or overhanging a building free of dead or dying wood. (e) Maintain the roof of a structure free of leaves, needles, or other dead vegetative growth (f) Prior to constructing a new building or structure or rebuilding a building or structure damaged by a fire in such an area, the construction or rebuilding of which requires a building permit, the owner shall obtain a certification from the local building official that the dwelling or structure, as proposed to be built, complies with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the certification, upon request, to the insurer providing course of construction insurance coverage for the building or structure. Upon completion of the construction or rebuilding, the owner shall obtain from the local building official, a copy of the final inspection report that demonstrates that the dwelling or structure was constructed in compliance with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the report, upon request, to the property insurance carrier that insures the dwelling or structure. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split after September 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 2001 California Building Code, December 5, 2005 704A.1 Roofing 704A.1.1 General Roofs shall comply with the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. Revised 08/24/06 704A.1.2 Roof coverings Where the roof profile allows a space between the roof and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof valleys When provided, valley flashings shall be not less than 0.016 -inch (0.41mm) (No. 28 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length of 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 '/4 inch (6mm) openings or its equivalent. 704A.2.2 Eave or cornice vents. Vents shall not be installed in eaves and cornices. EXCEPTION: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic area of the structure. 704A.2.3 Eave Protection. Fully enclosed eaves on entire structure. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition -resistant materials or noncombustible construction on the exposed underside. All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/protplan.html JA!'- ?. 7 ?007 Date Revised 08/24/06 6 Darren Read Fire Protection Planning Butte County Building Division MANUFACTURED HOME SUPPORT DATA Owner's name: 6{-0 ti «rl2SK I c� h v� �c7A.P.# n7,;Z - Home Manufacturer: �� s - Manufacture Year: goo? Model Number / Name: G F_r Width: (ft.) Length: -7/ (ft. FOOTINGS: Wood - pressure treated or foundation grade[ ] Other:[ ]�i>S SUPPORTS: Concrete block] Other:(']._..__ Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. rier rooting Sizes and Locations SINGLE WIDE MULTI -WIDE L i h e 1 --------------------------------- --------------------------- Line 1 Line 2 Section 1 Line 2 Line1 � ------------------------------------------------------ — ------ Line 3 Section 2 Line 2 ---------------------------------------------------------- Ar� _--------------------- i n e 4 (triple wide only) ------------------------------------ Section 3 Line 2 Line 1 Piers: / Snow Load: -� psf Minimum size piers: [% ] X �T— Snow Load requirements may be obtained at Spacing maximum: )oilhttp://www.upstate-ca.com/butte/butte_County/ From ends maximum: 0 Insert AP #, view snow load in lower riqht corner. Line 2 Piers: � Minimum size piers. [ k, ] X [ � Spacing maximum: Fik-3--�A'From ends maximum: Line 3 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 4 Roof Loads: Minimum size piers: Location (from front): Minimum size piers: Location (continued): Line 1 Openings: Minimum size pier: [ /(,o ] X P_-2� Required at each side of openings over wideO U I i t COUNTY -.)UILDING DIVISIOG ' All homes blocked @ 30 psf as a standard. Use all ABS pads except for 5,000 lb. Loads, where we will use pressure -treated pads for footing sizes. 13'—W CARPET LAYOLR STANDARD CARPET LIVING ROOK FAMILY ROOM DINING ROOM P UNO O 79 - I I I IS -6 1.4P�/s �/ ' I LINE)_ LMLND % LW L____ 1 l < n A — UN1T MASIER BEDROOM BEDROOMS /2 R 13 KALL/wARO1t0B6 - — 13.6 xI ■ (CLEAR SPAN) Lw 11 i a nofnP 6'-]YI 7'-e V6'—_----W'•A°------ 127!/ !'•9 Vt' !'•5 N• !'•9 !-] Ai B•6619' OPTIONAL CARPET ! ♦ ICJ P6P _____—_ 5 70 pw PAP ! 90 Poi l0 papA ___—_ sopm _ O ___O MP9P Q 70 PBF Q IO PAP __Fw A t 70 PAF QIEST WIN / \ •� I I I IS -6 1.4P�/s �/ ' I ® (BEARING WALLS) ■ (CLEAR SPAN) Q am aR �c=_=.c__=_=.-_-__-'-- a nofnP mmwiOOu /0 ®p Alb=Gn�y'DlaYlswmtG4n1 972 2445 S.W. PACIFIC BLVD. i ,"�f f COUNTY `� ALBANO PhoneT(54R1) 9268631 - 8 6UILDING �� '� 7�1 P Fax (866) 491-6847 DRAWING TITLE CARPET & PIER LOC. _ APPROVED ORIGINAL DRAWING By1 S. FINSTER sIDEWALL' 4. OR a- 6• WALLS PRODUCT YODEL If GOLDEN ESTATE GE 884E-05 I NOACDY FOOTING SIZE REWIRED (SQ. IN.) PoER i ACDY FOOTING SIZE REQUIRED (S0. IN.) PIER PI FOOTING SIZE REQUIRED (50. IN.) AC PIER I CgPAlf FOOTING SIZE REQUIRED (SQ. IN.) so. R. DATE 1B5.) 1000 PSF 1500 PSF 2000 PSF NO LBS.) 1000 PSF 1500 PSF 2000 PSF1B5 NO 1000 PSF 1500 PSF 2000 PSF NO (LBS.) 1000 PSF 1500 F5F 2000 PSF 1,836 RUN #4510 1 2000 288 192 144 3 4000 576 384 288 5 600D 864 576 432 7 10000 1440 960 720 SHEET 1 —A2 A2 REVIs - !i 2 2500 360 240 180 4 - 5000 720 480 360 6 8000 1152 768 576 8 12000 1728 1152 854 w� Vector Dynamics "Foundation System" by TIE DOWN ENGINEERING, Inc. Installation Instructions for the State of California, Wind Zone 1, 15 PSF Wind, Seismic Zone 4 Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. General The Vector Dynamics Foundation System resists lateral & longitudinal wind loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: • These plans and specifications meet the requirements of Title 25 section 1333 and CBC requirements. • Maximum eave width (roof overhang of sidewall) of 12" for Zone I. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. b+ O l l .,.� 6JILDING ®IVIS101A APDPC)\/dr) Engineer Approval State Approval MANUFACTURED PIOME/MOMM MOMS FOUNDATION SYSTEM WALTH AND SAFETY CODE. =noN 18531 APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIONS Suft of Califords Depw m d of Kmiag .ad Commud W Dawdopma d tz 0 N N TIE DOWN ENGINEERING, Inc. ABS Pad #59301 - 16"x 22.5++ (16) -Dimples, See Det. On Bottom PAGE 02 7 637 Lha5si5 Beam 6.562 4.,550 `— r —I 2.727 1.276 Bolts on to 1r—•lig: 71 _ 11 _ L�SiT�iP�li�¢i�h� *Wr T / i� 4 u.0E0 a Ii1roJ —A 07 1AL 1 a.nn 0.60 � 0.045 A. fry-'.) ) Section - A i,I — Dimple Detail Enlarged Enlarged 6, 000 I b. steel pier Attach pier to ABS Pad using (X) #14 x 2" SMS Screws. 16" x 22.5" The dimensions shown on detail right for injection mold process. Actual measured thicknesses after curing: Outer Flange = 0.134'to 0.121' (top) Bottom (base)= 0.100' Ribs (at base)= 0.137* to 0.114" (top) General Notes MO>iMM M &ACCgMMffn qM 5.11 2.563 Z500117. 16 x 22.5 Based on 1,000 lbs. PSF Soil CO1iPQ} MIAL OMI)MR "%suT' ABS Pad - .3.81I36 L �� ~� 6, 000 I b. steel pier Attach pier to ABS Pad using (X) #14 x 2" SMS Screws. 16" x 22.5" The dimensions shown on detail right for injection mold process. Actual measured thicknesses after curing: Outer Flange = 0.134'to 0.121' (top) Bottom (base)= 0.100' Ribs (at base)= 0.137* to 0.114" (top) General Notes MO>iMM M &ACCgMMffn qM 1) Based on 1,000 lbs. PSF Soil CO1iPQ} MIAL OMI)MR "%suT' QRofE 2) 360 square inches = 2.5 squareAi ffURMCTT0CWMWnMx0. '0� gran—roIM4>�,.r F 3) Rated 2,500 lbs. /eQa ambef M" 4) Flat side down. M.P.r' D �r, 'W o. 26070 5) Can be used with steellers p or concrete blocks qac Iv 6) Tested, listed & labeled qpm - f CAVE 7) Listing #TDE-02-1012 nbAmmw Rom M-6 i 5' TIE DOWN ENGINEERING, Inc. ABS Pad #59303 - 24"x24" 24.000 0.75 R. rt imp ls, eL !f Dnin Holas� / Gha55i5 Seam I / ".,.Otto. 0.50 0.57 / al%PERU, e iwsa pp�� a 52 07M ��d��Po� �b4j�P,�Q S�, •' ionv�`ogi�ydti/od'vav w,�LatiO r..d<►d, 1 4,000 Ib. 24x24 A135 Pad Dolts on top 6,000 Ib. steel pier , Attach pier to ABS Pad using (4) #14 x 2" 5M5 Screws. 24" x 24" The dimensions shown on detail right are for Injection mold process. Actual measured thicknesses after curing: Outer Flange = 0.124' to 0.107' (top) Bottom (base)= 0.103' Ribs (at base) = 0.182' to 0.118' (top) General Notes MOHD.BHOMB a ACCESSORY SMUC1 MV 505ALTHAND SAM CIM16 DI W 1) Based on 1,000 lbs. PSF Soil AFrRavx15 SOBTLCT TO CORMMONS, 2) 576 square inches = 4 square i•� 3) Rated 4,000 lbs. MIMOPCALnKMMA 4) Flat side down. OF vSM CO)- a 5) Can be used with Steel PiersBj ' or Concrete Blocks 6) Tested, listed &labeled f 7) Listing #TDE•02.1014—Aff-4aSl- EB 9, 26070 LY WING DIVIS10, APPor Tl� DOWN. wcmtcx+r+c:; ' o r ` I r 7l' 0 I _I 12" Stretch 0o i 60" Cer. ShwrwfEnc 24" Stretch i GW -17 ra r.Y 9?) •..s I wN o F, w I a - I 's row 0M Fl a I r Pantry' n FII iDouble Leen w I O tv c ('� I j VT 8' Opening W46 w ra OS w 16' Gable �� 24" Stretch I �l Clip Corner 8' Gable r �N P"''°x Roos F --Add Tag 1 I /3 �'� w&L`� jjY�flvl G� I.d GE684F + TAG �x W72 VV -22 w-22 w-22 BUTTE COUNTY 4WILDING DivisioKI GN APPRovED n ti t,.^ in ,7►15zIn 1 MiTek Industries, Inc. Western Division 3140 Gold Camp Drive, Suite 140 Rancho Cordova, CA 95670 1-800-772-5351 a Clientt� rn �DCc9 h Location=_ hiel t• h , %rave Ile A jON 072--5/0_,O-J I.D. No. Date: R6 F-0-1 A O -7 Job Info c P4 -,< &J L' , e( 5321 EASTSIDE ROAD REDDING, CA 96001 PHONE: (530) 244-0700 FAX: (530) 244-3329 TRUSS ENGINEERING & LAYOUT WARNING: DO NOT CUT- OR ALTER TRUSSES TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. SEE HIB -91 SUMMARY SHEET COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES I.C.B.O. RESEACH NO. ER -4922 wui !J:%.AJUN1 T BUILDRIG DIE ION ,SPP, I� ..,..ten 105 SE 124Th Avenuw Vancouver, Washington 98684 Phone: (530) 449-3840 Fa)c (530) 449-3953 i NER-QA275 it E MOSS LUMBER 5321 EASTSIDE RD. REDDING, CA 96001 Telephone: 244-0700 Fax: 244-3329 Name: X Address: Telephone: X GARAGE 70 . 2 4 X 2 4 file location: eaN c Mitek 7Ns Nx1 Scale: Not to scale Date: S/15/02 Drawn By: Jeb Truss Truss Type Qty Pty Garage R12i9gH S7204 AE FINK 1 1 Job Reference(optionadl _,. -....I.i_. 1..,. T.,. LJ 4'11I.17.179nr1! W. - MOSS LUmDar, KWUlrva, VA NOW 1, R11111Uy 240 12.0.0 24-0.0 1 26.0-0 240 12-0-0 12-0-0 2-0-0 Sale ■ 1:45.4 s�1 4x4 M1120= 10 �� 4x4 M1120= 24-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL In (lac) Udefl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.52 Vsrt(LL) 0.00 19 n/r 120 M1120 220/155 TCDL 7.0 Lumber increase 1.15 BC 0.19 Vert(TL) -0.00 19 n/r 90 5CLL 0.0 Rap Stress•lner ' YES WB 0.04 Horz(TL) 0.00 18 n/a n/a BCDL 7.0 Coda UBC97/ANSI95 (Matrix) Weight: 114 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 ABtrG TOP CHORD . Sheathed ori -0-0 oe pudins. BOT CHORD 2 X 4 DF No.1iBtrG ;. BOT CHORD Rigid calling directly applied or 10-0-0 oC bracing. OTHERS 2 X 4 DF Stud/Std G REACTIONS Qb/size) 2=372/24-40:1-072/24-0.0, 2i=139/24-0.0, 2'J=130/24-0-0, 30=131/24-0-0,'31=130/24-0-0, 32=134/24-0-0, 33=109/24-0-0, 34=203/24-0-0; 27=134/24-0.0, 29=130/24-0-0, 25=128/24-0-0, 23=129/24-0-0, 22=135/24-0-0, 211=101111/244)-0,20=203/244-0 Max Horz2=120oad ase 1) (; ` - Max Grov2=592(load case 2), 18=5920aad ase 3), 28=1490oad case 2), 29=157(lcod ase 2), 30=153(laad'ass 2), 31=1590oad ase 2), 32=1470oad ase 2),33=1730"d Case 2), 34=2030Nd ase 1), 27=1490osd ase 3), 29=1570oad ase 3), 25-151(lood ase 3), 23=155(lead case 3), 22=141li ase 3), 21=173(load asi 3), 20=203(load an 1) FORCES (lb) - Maximum CompressionlMaximum Tension TOP CHORD 1-2=0/94, 2-3=78/2!„3.4=-3819, 4-5=28/14, 5-0=30/13, 4-7=30M3, 7-8=30/14, 8=/=30/13, 9-10=-31/0,10-11=-31/0, 11-12--•30/13, 12-13=30/14,13-14-30/13, 14-15=30/13,15-19=28/14,19-17=38/9, 17111=78/29,18-19 /94 BOT CHORD 2-34=0/0, 33-34=0/0, 32.33-0/0, 31-32=010, 30-31=010, 2030=0/0, 2i-29 /0, 27-28=0/0; 26-27--0/0,2-r-26--0/0,24-25=0/0, 23-24=0/12, 22-23=0/12, 21-22-/12, 20-21=0/12, 19-20-20/12 WEBS 9-29-126/0,8-29=13810,7-30-135/0,6-31-136/0,5-32-13&M, 4-33-119/0, 3-34-19510,11-77-12610,12-26=139/0, 13-26=135/0,14-23-135/0,15-22-138/0,14-21-11910,17-20--195/0 NOTES 1) Unbalanced snow leads have been considered for this design. 2) Overhang has been design for 2.00 times live lead + dead load. F ESS/ 3) All plates are 1.5x4 MII20 unless otherwise indicated. 4) Gable requires continuous bottom chard bearing. K 9) Gable studs spaced ad at 1-4-0 eC'' Anl�cc t<,L 9) This truss has been designed for a 10.0 pf bottom chord live load nonconcurrent with any other live bads. �Q 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This truss ss design allows for filo following max bolt holes along the member chines spaced a min. of 0-9-0 spout 0.500in in the bottom C 171 $0 z LOAD CASE(S) Standard `\ yt\ EXP. 06/30/05 �* 0 wAnma • ve,,ft daim p m nek. and =w Ao17f off ms ARD S/cwmm n7ZiR!•tll�Ci PACs am fss3 SWOR: TISK eta Den valid for use only wNh Walk connectors. This resign kw bad only upon parameters shown, and is for an individual building component. Applicability of design poromenters and proper k1corpOrolen of cemponont is responsilelHy of WAi in designer- not huss dodgner. {racing shown Is for lateral support of individual web memr beonly. ANm #Wrist toprwy bracing to Insure staYiny during construction k the responsibilrity of the •rector. Additional permanent bracing of the overall structure k the responsibility of the buiNing designer. Far general guidance regarding - lebricetNn, qlualiy cotor storage, dolivory, emotion and bracing, corsuft ANB1/T►Il Qua11y Cstlesia, DSI -89 and I<CSII Building Component - . - - .. - -- -- -- ,_ - n•n__ra.. - url- wr Sane � Ia, CS �. crvl�. �� TFaFCA1-�F�Ey July 14,2004 7777 Green►aek Lane • su1M 109 Citrus HrgMs, CA, 95/10 CAR MiTek• I I. Moss Lumoer, ntuvuvu, a,n DeVUI �.--. -... - -- ---- 2-0-0 $-4.14 12-0-0 17.7-2 24-0.0 240-0 2 0-0 $ 4-14 F7-2 2-0-0 9-7-2 $-4-14 Scale = 1:45.5 4x5 4 4X0 4x4 = 5x1 - 9-3.4 15-$-12 24.0-0 $-3-4 74J $-3-4 U) i LOADING (psf) Truss Truss Type Qty fly814082110 TCLL 35.0 TCDL 7.0 FZ109Job 5 A FINK 1 1 (optional) WS 0.34 Horz(TQ 0.07 6 n/a �9 —Aq WAIT-1,Inr1, ..fA�c inn Th„ ()rt 22 in .4'.47 2004 Pao& 1 Moss Lumoer, ntuvuvu, a,n DeVUI �.--. -... - -- ---- 2-0-0 $-4.14 12-0-0 17.7-2 24-0.0 240-0 2 0-0 $ 4-14 F7-2 2-0-0 9-7-2 $-4-14 Scale = 1:45.5 4x5 4 4X0 4x4 = 5x1 - 9-3.4 15-$-12 24.0-0 $-3-4 74J $-3-4 U) i LOADING (psf) SPACING 2-" CSI DEFL in POO I/defl Vert(LL) -0.17 8-9 >999 PLATES GRIP M1120 220/195 TCLL 35.0 TCDL 7.0 Tates Increase 1.15 Lumbar Increase 1.15 TC 0.60 BC 0.44 Vart(TL) -0.24 8-9 >999 BCLL 0.0 Rap Stress Incr YES WS 0.34 Horz(TQ 0.07 6 n/a BCDL 7.0 Coda UDC97/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 94 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1 &Btr-G TOP CHORD Sheathed or 3-9-2 oc purlins. D 2 X 4 OF No 1 &ltr-G SOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. BOT CHOR WEDS 2 X 4 OF Stud/Std-G REACTIONS (Ib/size) 2-1342/0-3-8, 6 =1342/0-3-8 . Max Grav 2=1454(load case 2), 6-1454(load Casa 3) FORCES (ib) -First Load Case Only TOP CHORD 1-2-51, 2-3=-2713, 3-4--2342, 4-5=-2342, i-2=-2713, 6-7=51 DOT CHORD 2-9 - 2426, 8-9 =1708, 6-8 = 2486 WEBS 3-9--493, 4-9651, 4-i=651, 5-i=-493 NOTES 1) Design load is basad on 35.0 psf specified roof snow load. 2) Unbalanced snow loads have been considered for this design. 3) Overhang has been design for 2.00 times live load + dead load. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any ether live loads per Table No. 16-5, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSI/TM 1-1995 criteria. LOAD CASE(S) Standard - w- 017184 * �xP or�r,3aro� �� _ crvti4. ��-� October 28,2004 WApimm - treft desyn psommeMrs and RUB NOTES ON 7iIJ AND MMUDEamzRD P"ZRtNci PAOs AM 74,73 yp"JIT Oat, 7777 Greenback Lone 0 • $l,lt• las Doslgn veld for use only with MTek connectors. This design Is user only upon parameters shown, and Is for on Individual bullring component._ Cltru• Holots, CA, 95$10 Applicability of design ppaannmentors and prepw inc•rpereflon of component Is responsibility of bulling deconstruction truss desithe gner. neonracinloillity of the - Is for tetanal support of IMMdualweb nlomb•n only. Additienal temporary bracing to insure stability EM& erector. Additional permanent bracing of the overall structure Is the responsibility of the Isulding designer. For general guidance regarding M !Tek• febricotfon, lualty centro! storage, delivery, erection and bracing, consult ANSI/rrll Quality Criteria, DSI -$t and 9CSI1 guiding Component Safety Information available from Tnm Plate Instituto, 593 ViDnohio Drive, AMdisen, WI 5371 f. ��• MiTek Industries, Inc. 7777 GREENBACK UNE SUITE 109 CITRUS HEIGHTS CA 95610 M iTe k USA FAX (916) 676 1909 TELEPHONE (916) 6761900 October 29, 2004 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads - MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with IOd nails at 12"o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. Sincerely, 0 Redong (Ray) Yu, P.E./S.E. Regional Vice President Western Engineering Operations RY/ek FILENAME: STDGAt10XC STANDARD GABLE . END. DETAIL PAGE 1 OF 2 -VARIES ARE ER TOTABLE t OW OR L -BRACING 3IZOIOO SHEATHING TO COM. 12 4x4 = 2X4 No.2 OR BTR. DF -L 31/2�� 1 1/2" (BY OTHERS) TRUSS _ 1X4 OR 2X3 (TYP) I I al NOTCH AT [:�24_' &AX 2X4 LATERAL BRACING VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/id NAILS SPACED AT i" O.C. SFf:T10N A_A . LUMbLK TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - No.2 OTHERS 2 X 4 DFUSPF/HF - STUD/STD END / WALL IGID ZING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE LOADINgps) SPACING 2-0-0 UP TO 7'-0" TCLL 30.0 Plates Increase 1.15 — TCDL 10.0 Lumber Increase 1.15 - - - - BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC97/ANSI95 LUMbLK TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - No.2 OTHERS 2 X 4 DFUSPF/HF - STUD/STD END / WALL IGID ZING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-0" 2 16d- -71-0" — — OVER 8'-6" 4 - 16( NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 40 MPH WIND, EXP. C. HEIGHT 25 FT • 3 FURN ICONNESH OOON F WEEN THIS DRAWING TO CONTRACTOR OR BRACING BOTTOM CHORD DO GABLE END TRUSS NINSTALLATION.D WALL TO BE 'ROVIDED BY PROJECT ENGINEER OR ARCHITECT. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 6) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF V -t". TOP CHORD NOTCHING NOTES 1) THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACHSCAT (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT •" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED, 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE *2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. e(tOf /O rG `� Continued on page 2 NO. s .04W I9 EXP. 9-30-06 r OCT 2 9 2004 MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 -LATERAL BRACES WITH L - BRACE 12 INCH O.C. -1 -0 9-8- -6- 7-3-0 16 INCH - - - —0 - - - - 24 INCH O.C. � NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 40 MPH WIND, EXP. C. HEIGHT 25 FT • 3 FURN ICONNESH OOON F WEEN THIS DRAWING TO CONTRACTOR OR BRACING BOTTOM CHORD DO GABLE END TRUSS NINSTALLATION.D WALL TO BE 'ROVIDED BY PROJECT ENGINEER OR ARCHITECT. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 6) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF V -t". TOP CHORD NOTCHING NOTES 1) THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACHSCAT (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT •" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED, 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE *2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. e(tOf /O rG `� Continued on page 2 NO. s .04W I9 EXP. 9-30-06 r OCT 2 9 2004 FILENAME: SMGAISUX5 STANDARD GABLE END DETAIL PAGE 2 OF 2 - 3/20/00 4-10d NAILS MIN..,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2-10d (n'P) 2X4 BLOCK SIMPSON A34 OR EQUIVALENT 2X4 JD OR BTR SPACED @ 5'-0" O.C. SHALE PROVIDED AT EACH END OF BRAC EXCEPT FOR BRACE EXTENDED LEDGER \STRO BACK INTO IE CHORDS & CONNECTEDO T CHOF I PS W/ 4-10d NAILS. MAX. NGTH = 7'-0 GABLE END,♦ STANDARD TRUSSES SPACED @ 24" O.C. NOTES . 1)2X4 NO.2 OR BTP, FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2)2X4 LEDGER NAILED TO EACH STUD WITH 4-10d NAILS. 3)2X4 STRONGBACKTO BE CONNECTED TO EACH VERT. STUD WITH 2-10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACKARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6" 2. MAXIMUM PANEL LENGTH ON TOP AND MOT. CHORDS =r -O" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 1!� A. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS.Q % N i9 9.3U-06 OCT 2 9 28o4 Symbols Numbering System Q General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property s 3/4 *Center plate on joint unless x, y offsets are indicated. 6-4 8 dimensions shown In ft-in-sixteenths Damage or Personal Injury Dimensions are in ff-in-sixteenths. 1. Additional stability bracing for truss system, e.g. Apply plates to both sides of truss diagonal or X-bracing, is always required. See DCSI1. and securely seat. 2 the gn never Q-Thi 1 2 3 stack materials on nadequa inadequately bra ed trusshown ses. TOP CHORDS ' 3. Provide copies of this truss design to the building c,-z cs-a designer, erection supervisor, property owner and WEDS all other interested parties. Dc4 D O u �'� ��' p 4. Cut members to bear tightly against each other. ' For 4 x 2 orientation, locate V j= " plates 0-1AP from outside e_ ` 5. Place plates on each face of truss at each edge of truss. O joint and embed fully. Knots and wane at joint c7-9 cal Cu ~ locations are regulated by ANSI/TPI I I. BOTTOM CHORDS *This symbol indicates the 8 7 f 5 6. Design assumes trusses will be suitably protected from required direction of slots in the environment in accord with ANSI/TPII . connector plates. 7. Unless otherwise noted, moisture content of lumber • Plate location details available in MiTek 20/20 shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO E. Unless expressly noted, this design is not applicable for THE LEFT• use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width 4 X 4 perpendicular to slots. Second NUMBERSAETTERS. responsibility of truss fabricator. General practice is to camber for dead load deflection. dimension is the length parallel to slots. 10. Plate type, size, orientation and location dimensions CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67,84-32 in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at if indicated. spacing shown on design. SBCCI 1667,1730, l604B, 9511, l432A BEARING 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others. reaction section indicates joint number where bearings occur. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 14. Install and load vertically unless indicated otherwise. Induft Standards: MiTeke ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 © 2004 MTfek4l) V—W GENERAL NOTES NOTAS GENERALES HAND ERECTION-LEVANTAMIENTOAMANO BRACING FOR THREE PLANES OF ROOF BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES Trusses are not marked in any way to identify Los trusses no Estill marlde ning6n modo que Trusses 20' or Trusses 30' or EL ARRIOSTRE PARA TRUSSES DE CUERDAS FARALELAS 3x2 Y 4x2 the frequency or location of temporary bracing. Identifique la frecuenda o klalizaci6n gE los amostres u less, support L! less, support at - '; ; EL ARRIOSTRE EN TRES PLANOS DE TECH O Follow the recommendations for handling, (bracing) temporales. Use las recomendaciones de manejo, at peak. quarter points. f Refer to iCSI-97 Maximum lateral brace spacing ; Installing and temporary bracing of trusses. Instalad6n y amostre temporal de los trusses. Vea el folleto This bracing Summa Refer to iCSI 1-03 Guide ro Good Practice for {CS11-03 Gufa de {uena Rricticapan el Manej . Instalaci6n Leval de g method is for all trusses except 3x2 and 4x2 parallel chord trusses. n 10' O.c. for 3x2 chords Handling. Installing R {racing of Metal Plate v Arrios[ d tis T �<.• d Madera "nectados con del pito los los cuartos Tempos and 15' o.c. for 4x2 chords Este metodo de arriostre es para todo trusses exec to trusses de cuerdas rat Perman 15' Diagonal braces Connected Wood Trusses for more detailed Plaas de Metaloara para mayor Infomuci6n, trusses de 20P1 11 de tramo los p Pa cies 3x2 y 4x2. n tea in■ 10' or every 15 truss for Parallel Chord Information, pies o menos. trusses de 30 1) TOP CHORD — CUERDA SUPERIOR spaces (30' max.) Los dibu'os de diseno de los trusses ueden lfiar Trusses up to 20' Trusses u to 30' t Truss Design Drawings may specify locations Of I p �I pies o menos. P �I Trusses for more las Ioalizadones de tis arriostres permanentes en tis Trusses haste 20' Trusses haste 30' permanent bracing on individual compression members. Refer to the {CSI -13 Summarymiembros Individuales en compresi6n. Vea la hoja res6men Sheet - Web Member Permanent {ncin9Qp(Eh {CSI -13 para los arriostres nermanentes y refuerzos de lo< Reinforcement for more Information. All other miembros secundarimwebs) pan mayor informaci6n. EI HOISTING — LEVANTAMIENTO permanent bracing design Is the responsibility rcsto.de arriostres permanentes son b responsabiIMad del Hold each truss in position with the erection equipment until temporary bracing Is Installed and of the Building Designer. Disefiador del Edificio truss Is fastened to the bearing points. The consequences of Improper handling, Installing Sostenga ada truss en posid6n con la Ilia haste que el arriostre temporal este instalado y el and bracing may be a collapse of the structure, or truss asegurado en los soportes. worse, serious personal Injury or death. c EI resultado de un manejo, Instalacl6n y arrlostre i ea• + Do not lift trusses over 30' by the peak. Inadecu ado ed I fd d I ' `�., r�"""o Truss Span Top Chord Temporary Lateral {race (TCTLB) Spacing Longitud de Tramo Espaciamiente del Arriestre Temporal de la Cuerda Superior Up to 30' 10' O.C. max. Hasta 30 pies 10 pies miximo 30' to 45' i' O.C. max. 30 a 45 pies i pies miximo 45' to 60' 6' O.C. max. 45 a 60 pies i pies miximo 60' to {0'* N o.c. max. 60 a 80 pies* 4 pies miximo information. Vea el res6men {CSI -17 - Aniost_re_ permanents de The end diagonal trusses d cedes brace for cantilevered Raralela5 para mayor trusses must be placed Lateral braces k- informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION s, pu a ser a a a e a estructura o e y, fpo► No levante del Pico los trusses Be ml de 30 pies. *ConsuR a Professional Engineer for trusses longer than 60'. Out -of -Plane. a6n peor, muertos o heridos. i 17f Tolerances for — To erandas Para Fuera-de-Plano. *Consulte a un ingeniero para trusses de mas de i0 pies. Ll ' t yam_ ♦ Greater than 30' Length M Max. Mw ax. sow Max. Truss l Bow Length �, �•I MA s de 30 pies '�' � -� 3/4' 12.5' QSee {CSI -B2 for TCTLB options. - 1 Max. sow Length —amu Length —� 7/3' 14.6' HOISTING RECOMMENDATIONS {Y TRUSS SPAN LJ Vea el {CSI -{2 para las opciones "' I'71 Tolerances for j D/50 D (ft.) 16.7' Hnding and truss plates have sharp edges, Wear - i de TCTLB. I J T 1" Qt (loves when handling and safety glasses when I �� RECOMMENDACIO L T DE LEVANTAMIENTO Out -of -Plumb. I 1-1/i' 1i I. POR LONGITUD DEL TRUSS cutting banding. Tolerancias para a 1/4' 1' 1-1/4' 20.8' Empaques y plans de metal tlenen hordes _ 1/2" 2' Fuera-de-Plomada. afilados. Use guantes y lentes protectores cuando 60' or less Q Refer to {CSI{6 0 ; Plumb 3/4" 3' 1-3/i" 22•i' 4 torte los empaques. Summary Sheet -I "."bob 1 • 4' 1-1/2' 25.0' Gible End Frame' 1-1/4" 5' 1-3/4' 29.2' { aclnp Repeat diagonal braces. D/50 max ' 1-1/2" 6' 2" x33.3' Vea el resumer �( . " HANDLING - MANE30 Approx. IJ 1-3/4" 7' • ... truss leengthngth BCSI-56 - Arriostrs Ill los arriostres Tagline del truss terminal diagonales. Allow no more No Q permits mas r Use special care In Utilice culdado �— TRUSSES UP TO 30' _. de un tette a dos than 3" of defies- de 3 pulgadas de windy weather or .especial en dies TRUSSES HASTA 30' i aouas CONSTRUCTION LOADING — CARGA DE CONSTRUCCION tion for every 30' pal por ada 10 near power lines ventosos o cerca de Set first five trusses with spacer pieces, then add diagonals. Repeat t Do not proceed with construction until all bracing Is securely Q Maximum Stack Hei ht of span. pies de tramo. and airports. cables electricos • de process on groups of four trusses until all trusses are set. and properly in place. for Materials on Trusses Ol LOS. Spreader Dar insole los cinco primeros trusses con espaciadores, luego los arriostres No proceda con la construcci6n haste que todos los arriostres Material Height (h) tr diagonales. Repita Este procedimienro en grupos de cuatro trusses erten coloados en forma apropiada y Begun. Gypsum Board 12" Toe_ in T�oe_in haste que lodes los trusses estEn instalados. Plywood! of oss 1 c" DO not exceed mrtaximum stack heights. Refer to ICSI-14 Asphalt Shingles z bundles tr Summary Sheet - Construction oa'"na for more information. concrete Block 8" Spreader bar for Spreader bar 1/2 to 3 truss bundles "A_ I 2/3 truss length —�I I 2) BOTTOM CHORD —CUERDA INFERIOR No exceda las miximas alturas recomendadas. Vea el res6men_ Clay Tile 3-4 Vies high r�ynn. I TRUSSES Up TO i0' {CSI -i4 Caroa de Construccl6n para mayor informacidn. �� TRUSSES HASTA i0' Lateral braces TT 2x4x12' length lapped id M= " O O over two trusses. tv I tr ( Check banding Revise toe empaques Locate Spreader bar Attach 1'7f 10' S.C. IJ above or stiifback +. prior to moving antes de mover los max. bundles. paquetes de trusses. mid -height Do not overload small groups or single trusses. QPick up vertical Levante de la cuerda No sobrecargue pequenos grupos o trusses individuales. bundles at the superior los grupos Q Avoid lateral bending. — Evite is flexl6n lateral. top chord. vertiales de trusses. _ I'7f Place loads over as many trusses as possible. Spreader bar 2/3 to IJ Coloque las cargas sobre tantos trusses como sea posible. 1 f 3/4 truss •ati-l�.�r. ��` r ' rsery af length Tagline —�� ace s 1L -7l( Position loads over load bearing walls.every 10 trusstil � �; �, TRUSSES UP TO AND OVER 60' spaces (20' max.) Coloque las cargos sobre las Paredes soportantes. A TRUSSES HASTA Y SOBRE i0' / t 10'-15'max. ALTERATIONS -ALTERACIONES Some chord and web members not shown for clarity. Q Refer to ICSI-15 Siummary Sheer - Truss Damage JobSile MQdiflcation< and Installation Errors. BRACING - ARRIOSTRE Vea el res6men {CSI -55 D0os de trusses Modificadgirles en la Obra y Firrores cle rn=talannn Refer ro - 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBR Do not store No almacene Q BCSI-B2 Summary Sheet - Tr In<raua * OS SECUNDARI05 � Do not cut, alter, or drill any structural member of a truss unless ; • u� unbraced bundles verticalmente los tion and Temporary {racing for more information. specifically permitted by the Truss Design Drawing. v upright trusses sueltos. Vea el r's6men BCSI-92 - Instaladdn cle Truss t No torte, alterc o perfore ning6n miembro estrudural de los y Arriostre Temporal para mayor informad6n. Q trusses, a menos que este especificamente permitido en el dibujo • ONE WEEK OR LESS MORE THAN ONE WEEK ..- , � t Web members del dlseno del truss. Do not walk on unbraced trusses. membe " P17 J� © No Gamine en trusses sueltos. Q Trusses that have been overloaded during construction or altered without the Truss Manufacturer's ' '' prior approval may render the Truss Manufacturer's limited warranty null and void. s 7 Top Chord Temporary Lateral - ie " ♦ - Locate round braces for first truss direct) {racing (TCTLB Trusses que se hen sobrecar ado durante la construction o hen side aRerados sin una autorinciin r,�ef +ha.T �.- g Y ) 9 in line with all rows of top chord temporary previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. y I7f Wndles stored on the round Bane g 'e `t �it , lateral bracing. LLr 1 NOTE: The Truss Manufacturer and T urs Designer must rely an the fact that the Contractor and cone !crate (if applicable) are a- week or more should be raised blocking + NYIe. undertake the work Bay have agreed G de on a particular project. The Central sl cold sack any required assistance regarding Coloque los arriostres deters para el at i' to 10' on center. uratructlon practices from a a•mpetent party. The methods and rimer truss directamente en linea con Procedures recommendations are anion for w ensure that me wenn racing ton P [Mnques employed will put Flwr and roof tosses Iola place SAFELY. These renmmerNaaons hr handling, Installing and bracing ward Los paquetes almacenados en la Berra Do not store on No almacene en ada una de las filas de arriostres laterales Diagonal braces trusses are Yash upon the delleclive experlerue of leading technical personnel in the wood truss industry, but must, due to the nature.f ..x3 P q Pa 2x4 min. every 10 truss resNr. Yllwes imolvod, k prexnW any as a GUIDE for use b a qualified Building Designer or E est on/InsYllation Contractor. Itis not uneven round. Berra desi seal. tem rales de la cuerda su riot spaces (20' max.) Intender that these recommendations be Interpreted as lurierar N any design specific~ (Provided by other an Architect, Engineer, ; una semana o mis deben ser elevados g 9 Po Pe con bloques a coda i 0 10 pies. the Bullring Designer, the Erection/Installation Contractor W otherwise) for handling, Installing and bracing wood trusses and ft roes A , 30'-15' max. _ grace first truss Well pat preclude the sex of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by .0 t - before erection of same spacing the truss Erectievinstaill Gntractac Thus, the Wood Truss Council of America and the Truss plate Institute expressly disclaim any Q For ting term storage, cover bundles to pre r lB" as bottom chord responsibility hr damages arising from the use, application, or reliance an We revermlendations and InformaWn contained herein. vent moisture gain but allow for ventilation. �M'- -- additional trusses. lateral bracing Some chord and web members not shown for clarity. ate` Pan almacen-amienro por mayor tiempo, _ cobra los paquetes para prevenir aumenro DIAGONAL BRACING IS VERY IMPORTANT WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE de humedad Pero permita ventilation. �► One WrC1 Center* 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53715 TEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 608/274-4949 • www.wawtrtsS.«m 608/833-5900 • www.tifir erg w BIWARN11x17e31129 '77- , 77-7 F 77 Ap California 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 Fa T + 1 O Building Permit #� - Under authority of Public Resources Code Section 4290 and 4291, Butte County Improvement Standards, and the California Building Code, the following items are required by CDFButte County Fire E . Department for all development located within Wildland-Urban Interface Fire Areas and made put of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which exceed these standards. Public Resources Code 4290 S 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. E ARTICLE 2. EMERGENCY ACCESS 1273.00. Intent Road and street networks, whether public or private, unless exempted under Section 1270.02(e), shall R 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. E 1273.02 Roadway Surface Q 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 211 driveways, turnouts, and turnarounds. T ; 1273.03 Roadway Grades T The grade for all driveways shall not exceed 15% without being paved. Grades over 15% shall have 4" of x class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius E (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional /f . surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. lvl (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures E 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 f used, the top of the "T" shall be a minimum of 60 feet in length. SRA Development Requirements, Revised 01/10/07 1 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 r 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. bead -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. 2 SRA Development Requirements, Revised 01/10/07 1273.11 Gate Entrance (a) Gate entrances shall beat 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 longus the specified quantity is immediately available. Butte County Fire Department currently utilizes mobile water tenders to meet the emergency water for wildfire protection requirement. C E i 3 SRA Development Requirements, Revised 01/10/07 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: [ ] 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: 4 SRA Development Requirements, Revised 01/10/07 j k. k (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, flammablevegetation, 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 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 anew 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. 5 SRA Development Requirements, Revised 01/10/07 Y�f 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. tj 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 (0.41 mm) (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 t/, 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.23 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.orpJFireprevention/protplan/protplan.html ai 2n0 6 SRA Development Requirements, Revised 01/10/07 :-----7 ..... .._............ ..... . ....... ..... ..... _..... .. ....... .. ..... 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PROVIDE FOR ALL J o �D' wTTF FOR OFFICE USE ONLY Assessor's Parcel Number. 0 Q -- 0 � H.E Scale: 1 -- o • ADJACENT PARCELS I 6� c u I J 4 G d 1� 13 o Zoning: SIZE (AM: Owner Name rc-t n Address / Phone No. Site Location S y1 e Contact: Name General Plan Desig: ZONING: GEN PLAN: �G CI!Ij5 �-� Size, Acres USES: 24' 0" Zo 36" sq landing min. I 3068 0 (V A flood stucturel panel sheathing (plywood or orb) with a thickness not less than 5716 for 16" stud'spaci and not less than 3/8' for 24' stud spacing in accordance with tables 23-1-N-1 and 23 -I -n-1 io with 6d or 8d common or galvanized box nett: at 6 inches on center at :, and 12 inches o center at intermediate supports. 4'-0' o�tnunum length 8'-1" 1 0 CV 2 PLY 13/4 X 14" L.V.L. MLB G w/ 2 rows 16de a 12" o.c. Full length - 1 I► --4- 0" 16 0" FLOOR PLAN 1/4" = 1"-0" 24' 0" _ J oI 36" IT N I LANDINg I I 4" CONC. SLAB ON PREPARED BASE TYP. I I i I W 8 " ST I bo 6 EM WALL INO Zo I 12 FOOTING TYP. I � I I I i i I I 24" sq x 12" deep I L — — — —� �---4' 0" 16' 0" 4 0"—� `ta 'B � i FOUNDATION PLAN f Croy T, � �N �-�A,, cl tZ c.0 -yr 1/4" = 1"-0" k FRONT ELEVATION 1/4" = 1"-0" DBL. 2x TOP PLATE-\ min.616dS 2- 13/4 X 14 stud A.8 e dbl 2x trn inorn W/ " w full height NOTE: HEADER HEIGHT MAY VARY DUE TO CURB G OPENING DETAIL Cua 2X P.T. FREIGHT VAIIE 1/2" ANCHOR BOLT MAX. 6' 3 -0 • 6-0" O.C. 12" FROM < CORNERS d ENDS 2- *4 AR EN. 8d — 6. K N f� < Ld < ff I FOOTING 12' 4' FL- LM SOIL I '' I 3' CLR C1 footing end 1 FOUNDATION well typ' Ikffs) NIDE 1X3 TRIM ALL CORNERS 8 QCT. OPENINGS. 7/16 8" O.C. UERSEAL SIDIN( 1dga6"O.C.ae 12" o.c. in field LEFT ELEVATION 1/4" = 1"-0" edge nag ccx at oh, gaol* trams outrigger 48' o.c. kraft paper 16d t.n. 8' o.c.� ��l°P tiring nail 8d galy. 2 GABLE DETAIL -�j 48" MIN LAP J. ALL NG -STUD LA AP 'LATE JOINT OVER STUD .a 7/16 X 4 X 8 OSB SHTG. STAGGERED SHTS WENDS ON TRUSSES. SPAN RATING 32/16 CCX ALL EXP. EAVES 8 SOFFITS �2' O -d c CCX NAIL W/ 8d GALV. 6" AT EDGE 12" AT FIELD Q 30 DOOR 3 -0 < < .a 7/16 X 4 X 8 OSB SHTG. STAGGERED SHTS WENDS ON TRUSSES. SPAN RATING 32/16 CCX ALL EXP. EAVES 8 SOFFITS �2' O -d c CCX NAIL W/ 8d GALV. 6" AT EDGE 12" AT FIELD I) REVISIONS Q LIJ < < < < PFtMANUFACTURED TRUSSES o 24" O.C. TYP < < < Ld < ff I I) REVISIONS ROOF PLAN 1/4" = 1"-0" notes: ry LWU� 1. all construction shall conform to the 199? uniform building code. ❑ ::D oo 2. all foctuVe shell extend into undisturbed native soil conforming z to soil clessificetion 4. table 1B -1-m the builder shell increase _ 039' the footing depths ee needed to meet this crit.rie (f Q d�- 3. minimum cancrste srsngth • 28 drn,�. s shell be 2500 PSI W (V Lij ( .—+ r a+>>ry BUTTE �"` DIV % �f�"�t'� 4. =rcret.e reinforeuv shell comply with ASTM A615 GMOE 40 N �� ..Ln ' 4' Slaps in eoncrate reinforcing bars shell be 24" min. PLYWOOD OR OSB --TRUSS LS30 EA BLOCK E.N. aid 2X BLOCKING CCX AT OH ix TM -,r—�— W ERIOR WALL 5 EAVE DETAIL DATE SCALE 1/4 = 1' DRAWN RRH Q ROOF PLAN 1/4" = 1"-0" notes: ry LWU� 1. all construction shall conform to the 199? uniform building code. ❑ ::D oo 2. all foctuVe shell extend into undisturbed native soil conforming z to soil clessificetion 4. table 1B -1-m the builder shell increase _ 039' the footing depths ee needed to meet this crit.rie (f Q d�- 3. minimum cancrste srsngth • 28 drn,�. s shell be 2500 PSI W (V Lij ( .—+ r a+>>ry BUTTE �"` DIV % �f�"�t'� 4. =rcret.e reinforeuv shell comply with ASTM A615 GMOE 40 N �� ..Ln ' 4' Slaps in eoncrate reinforcing bars shell be 24" min. PLYWOOD OR OSB --TRUSS LS30 EA BLOCK E.N. aid 2X BLOCKING CCX AT OH ix TM -,r—�— W ERIOR WALL 5 EAVE DETAIL DATE SCALE 1/4 = 1' DRAWN RRH { ,� r ., I ��.