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055-350-037
N� 55 3 —37; 5 E�= = 0 55-35-3 *J7 MICHAEL FLAHERTY I ? 'Slope Oak Ct', Par�d- t ise Contr: Peter Fox e jt rmit#1371-87B,P, , M sl E,M(new singl' e famj-- 05.5-350-037 01-2347 ROCHELEAU,ROBERT I I SLOPE OAKS, PA ISE ADDITION - 055 -350-037 02-2457, ROCHELEAU, Robert SlopeOaks Ct., Paradise INALE Cont: Glen Mock Add/SF' B07-1269 055-350-037 MISCELLANEOUS I Electrical, NEW CIRCUT BREAKER-";���Y. 11 SLOPE OAKS CT ROCHELEAU, ROBERT E & LORRAINE 35T0-037 'I ectrical, . Z., 4 F 0_) % - E R AIN MISCELLANEOUS Electrical �C TEMP POWER POLE: FIRE DAMAGE, P I I SLOPE OAKS CT . MISCELLANEOUS ROBERT E & LORRAINE kk PA W k -T— (Ze_ 0 o C(aarCLnC.4L C_r\tuve, f-2Sint+r) A EL I �� t' LL'i `LL'i' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 11 SLOPE OAKS CT Owner: Permit N0: B08-2371 APN: 055-350-037 ROCHELEAU, ROBERT E & LO Issued Date: 12/19/2008 By TMP Permit type: RESIDENTIAL 11 SLOPE OAKS CT Subtype: SFD-Custom/Model PARADISE, CA 95969 Expiration Date: 12/19/2009 Description: HUMBOLDT FIRE REPLACEMENT Occupancy: R-3 Zoning: FR -10 Contractor Applicant: Square Footage: MC GRATH CONSTRUCTION MC GRATH CONSTRUCTIOr Building Garage Remdl/Addn 14775 DEL ORO DRIVE 14775 DEL ORO DRIVE 2,490 897 MAGALIA, CA 95954 MAGALIA, CA 95954 Other Porch/Patio Total (530)873-0435 (530)873-0435 42 3,429 FEE INFORMATION DB R3 Dwelling -Custom, Model 0 $2,097.39 DB R3 Dwelling -Custom, Model 0 $1,398.26 DBEH Building Review Fee $78.90 DBFIRE Fire Inspection (SRA) $107.00 DBFIRE Fire Inspection (SRA) $107.00 DBFIRE SRA Fire Plan Review (S $107.00 t DBOMSC Fire Safe Standards Rev $118.98 DBSMIP Residential $18.41 Total Charged: $4,032.94 Fees Paid: $4,032.94 Balance Due: $0.00 Receipt No: B9384 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 MC GRATH CONSTRUCTION 795335 / B / 05/31/2009 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 ALTY OF PE Y that I lice d under provisions of Chapter 9 (commencing with Section 0) of Divi on�Tamrofessions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force nd effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X12/19/2008 basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors Signature Date E]1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (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 WORKERS' COMPENSATION DECLARATION - 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 ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and The Contractors License Law dows not apply to an owner of the property who builds or improves policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Cartier: Policy Number: Exp. Date: Contractors License Law.). (Thi action need not be competed if the permit is for on�dreddodollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: 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 La of California, a ree that if I s ould become subject to the workers'X 12/19/2008 compensation pr isions of Secli 37 0 of the La r Code, I shall forthwith comply with those Owner's Signature Date provisions. 12/19/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE 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 pe mit. I hereby acknow dge that issu ce of this permit does not authorize the t is use or occupancy of y sidewalk, street, r ubsidewa . ereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the ove m ntioned pr p for in on purposes. I hereby certify that I am the prop to ac the pro rt wners behalf. CONSTRUCTION LENDING AGENCY - 12/19/2008 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Mme of Pe ittB SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner Contractor OR. E]Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip .y \, `\ �Z �� 1 � J ``,��_.. ,�� �� . �'� y', �, ��.v - -� . ti :,� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX.#: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. 'B1437/1 BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. CONTRACTO OWNER INFORMATION last N e e Firs a e f/ Mailing Address W City ' State Zip Phone _ Fax ^_ E-mail State license Number CONTRACTO --� Name G E„z. I Address 7� .l> City / State ' Zipg Phone eL7 3; -em f E-mail State license Number Class APPLICANT INFORMATION AR ITECT/ENG/NE;FR Name E„z. I Addre .l> City I ' Zip Phone Fax E-mail State license Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X l] WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed 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. s� n Sq FT- Livi Garage Open Cov O Structure Built without Permits D Proposed Change of Occupancy (Note previous use): (o ] �. For office use only: Zoning FloodZone SRA Yes No Occ. Type Const. Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds Q0.. O O. 0 O O a -14eft— I I g . fro vv�'� 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: B08-2371 Date: 12/1/2008 Location: 11 SLOPE OAKS CT By: AAM Parcel Number: 055-350-037 Sub Type: SFD-Custom/Model Owner Name: ROCHELEAU, ROBERT E & LORRAINE Phone: Description: FIRE REPLACEMENT NSF(2490)GAR(897)COV(42) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed Title: FILE Date: 12/1/2008 r_P PRTMFNT A V y IC/C W0�� Department of Public Works County of Butte J. Michael Crump, Director 7 County Center Drive Shawn H. O'Brien, Assistant Director Orovilie, CA 95965 (530) 538-7681 FAX (530) 5384356 Notification of Public Works Improvements MC GRATH CONSTRUCTION RE:055-350-037 Building Permit No.:1308-2371 To meet the requirements of Butte County Code Section 26-12 (available on line at <http://municipalcodes.lexisnexis.com/codes/butteco/>), one or more of the following may be required before a building permit can be issued for the above referenced project. 1. The construction of curbs, gutters, sidewalks or walkways, public roads, proper access from public roads, and drainage facilities; 2. Dedication of any necessary rights-of-way; and 3. For commercial or industrial uses or for multiple living uses having three (3) or more living units per parcel, the construction of an enclosure for containers used to hold solid waste and/or recyclable materials for collection. Requirements prior to issuance of building permit: 1. Submit sufficient information to the Land Development Division of the Public Works Department, 7 County Center Drive, Oroville, CA 95965, that demonstrates compliance with County Code Section 26-12. 2. If construction plans and/or engineering analysis are required, submit information in duplicate in accordance with County Improvement Standards (available on line at <http://www.buttecounty.net/publicworks/divisions/landdevelopment/impstd.html>) with a minimum plan checking deposit of $690.40. Important Note: If improvements in compliance with County Code Section 26-12 are required, any construction plans and/or engineering analysis must be reviewed and approved by the Land Development Division of the Public Works Department prior to construction of the improvements and the required improvements must be constructed, bonded, or guaranteed with a deposit of an in -lieu fee prior to issuance of this building permit. The process can require significant time and must be completed prior to issuance of the building permit. If you have any questions, please contact the Land Development Division at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. I have read and understand the above requirements: 12/1/2008 Date REVd 9/19/2008 Signature FILE 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 Fax Reference Number: B08-2371 Date: 12/1/2008 Location: 11 SLOPE OAKS CT By: AAM Parcel Number: 055-350-037 Sub Type: SFD-Custom/Model Owner Name: ROCHELEAU, ROBERT E & LORRAINE Phone: Description: FIRE REPLACEMENT NSF(2490)GAR(897)COV(42) To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. All development within the SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6226, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 12/1/2008 Date Rev'd 5/7/07 Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at htti):Hbutterire.org/FireDrevention/protplan/protDian.html FILE BUTTE COUNTY FEE SUMMARY Printed:12/1/2008 7 County Center Drive 12:06 pm Oroville, CA 95965 - Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B08-2371 Job Address: 11 SLOPE OAKS CT Contractor: MC GRATH CONSTRUCTION 14775 DEL ORO DRIVE MAGALIA, CA 95954 Fee Description Account Number Fee Amount Paid Date Pmt Amt DB R3 Dwelling -Custom, Model 0 DBF R3 DWLNG CSTM/MDL Plan Ch 0010-440001-4210501-1010( $1,398.26 12/1/2008 $1,398.26 DBF R3 DWLNG CSTM/MDL Insp Fe( 0010-440001-4210502-1010( $2,097.39 DBEH Building Review Fee 0021-540011-4614901-1010( $78.90 DBFIRE Fire Inspection (SRA) 01004500014617240-1010( $107.00 0100450001-4617240-1010( $107.00 12/1/2008 $107.00 DBOMSC Fire Safe Standards Rev 0010-440001-4210501-1010( $118.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010( $107.00 12/1/2008 $107.00 DBSMIP Residential 1001-0-280-1011298 $18.41 49032.94 $19612.26 Printed By: Alice Mefford Balance Due: $2,420.68 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees m cha ge urin h , e plan checking process. Signature: Date: 12/1/2008 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 'Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days 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 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/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-2371 Location: 11 SLOPE OAKS CT Parcel Number: 055-350-037 Owner Name: ROCHELEAU, ROBERT E & LORRAINE Description: FIRE REPLACEMENT NSF(2490)GAR(89 Signature of Applicant: FILE 42) Date: 12/1/2008 Phone: Date: 12/1/2008 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: B08-2371 Date: 12/1/2008 Location: 11 SLOPE OAKS CT By: AAM Parcel Number: 055-350-037 Sub Type: SFD-Custom/Model Owner Name: ROCHELEAU, ROBERT E & LORRAINE Phone: Description: FIRE REPLACEMENT NSF(2490)GAR(897)COV(42) 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 SEWER 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, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 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 E] E] Other: ❑ F1 Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject public in ection a will be posted on the County's website for electronic access. Signature of Applicant: Date: 12/1/2008 FILE 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 El 1-1 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 ❑ Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 E] E] Other: ❑ F1 Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject public in ection a will be posted on the County's website for electronic access. Signature of Applicant: Date: 12/1/2008 FILE BUTTE COUNTY SCHOOL FEE CERTIFICATION FORM (One form per Building) School District: Paradise Unified School District Building Permit Number: B08-2371 Tax Rate Area No: Assessor's Parcel Number (s): 055-350-037 Jurisdiction: Property Owner (s): ROCHELEAU, ROBERT E & LORRAINE Project Location/Address: 11 SLOPE OAKS CT County PARADISE Type of Development Residential Development: 0 No No F07 Sq. Footage: 2,490 No of Living Mobile Home Addition/ •Supplemental to Cr. Demo -existing 2153 Units Installation Conversion Permit # *(No Foundation Inspection) sq. ft. Net total sq. ft. Deed Restricted Sq. Footage: 0 Attach signed coov of Deed Restriction and Notice of Limited Use Facilitv Document Commercial/Industrial: =New = Addition Sq. Footage: (Including Exterior Roofed Areas) Project Descripti : HUMBOLDT FIRE REPLACEMENT NSF(2490)GAR(897)COV(42) l , 12/19/2008 Building Date District Indentification No.��dt (T- On, ltd—School District certifies that V (Payor) S3 DSS (Phone Number) has complied with the requirements of Resolution No. by payment of $ v 6 representing 2Z-7 square feet. School District Representative Paid by Check # Remarks: AB 2926 FULL MITIGATION $ $ /a/9,oF Date Notice: You may protest the imposition of the fees identified above by sumitting 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. subsequent o the School Districtepresen a the signing this Butte County Schools Impact Yee Certification Yorm, the c o0 District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (School District) Yellow (Building Department) Pink (Applicant) DDS—School Fee Form rev'd 3.10.08 CERTIFICATE OF EXISTING SQUARE FOOTAGE Paradise Unified School District Building Permit Number: B08-2371 Assessor's Parcel Number (s): 055-350-037 Project Location/Address: 11 SLOPE OAKS CT PARADISE Existing Sq Ftg: 2153 MH Replacement: No Existing Construction Type: HUMBOLDT FIRE REPLACEMENT NSF(2490)GAR(897)COV(42) Demo Permit Issued?: No Demo Permit Issued Date: Verified by: Building R Comments: REBUILD DUE TO HUMBOLDT T12119/2008 Building Dep n Re esentative Date BUTTE COUNTY DEVELOPMENT FEE�uT �rF0 CERTIFICATION FORM ' Paradise Recreation & Park District .covNty� Assessor's Parcel Number (s): 055-350-037 Building Permit Number: Property Owner (s): ROCHELEAU, ROBERT E & LORRAINE Project Location/Address: 11 SLOPE OAKS CT PARADISE Project Description: HUMBOLDT FIRE REPLACEMENT NSF( Permit Type: RESIDENTIAL Type of Residential Development Permit Subtype: SFD-Custom/Model Building Type: New Single Family Dwelling New/Additional Sq Ftg: 2,490 Certificate of Existing Square Footage Existing Sq Ftg: 2153 MH Replacement: No Existing Construction Type: Residential- Convential Home Demo Permit Issued?: No Demo Permit Issued Date: Verified by Building Records: Building R Verified by Assessment Records: Comments: REBUILD DUE TO HUMBOLDT 1 12/19/2008 BuildA Depart en Representative Date B08-2371 ❑ FRRPD ❑ CARD V PRPD ❑ DRPD certifies that: Applicant Name Phone Number � �-7�� ,Q-1. D U VIr MGA � C' ajsy Mailing Address cityO State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ per unit for a total of $ 3� Square Feet @ $ per sq foot for a total of $ Remarks: Paid by Check No: �� % d Paid by Cash: Receipt No: 30O -162_- ZPark Park Distr epresentative Date 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) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING December 11, 2008 MC GRATH CONSTRUCTION 14775 DEL ORO DRIVE MAGALIA, CA95954 Assessor Parcel Number.: 055-350-037 Building Permit Number: B08-2371 Description: HUMBOLDT FIRE REPLACEMENT NSF (2490) GAR (897) COV (42) Thank you for submitting plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each comment by letter or by completing and returning a Plan Review Response Form. A complete and clear response will expedite the re -check and approval of this project. COMMENTS: The following note will be placed on the plans: For PEX installations, a "Request To Use Pex Water Pipe" form must be submitted and approved by the Building Official. Contact the California Department of Forestry to determine if fire sprinklers must be installed in ;5��Ihe proposed structure. Call C.D.F, 530-538-6226, ext. 167. A separate permit is required for fire sprinklers. Provide a vapor barrier underneath the garage slab per section 1910.1 of the 2007 C.B.C. pecify air retarding wrap on the plans as noted on the Title 24 Energy calculations. 5. Specify construction materials for the rear deck that comply with the Wildland-Urban Interface requirements of the 2007 C.B.C, Chapter 7A. Provide handrails for stairs having four or �ore risers. (2007 C.B.C, Section 1009.10). ovide documentation from the Registered Design Professional stating that he has review the truss calculations and found then to be in conformance with his design of the structure. Provide adequate support (columns and footings) for the T4 -G, T7 -GA, TO -IA and T8 -G truss actions. ease revise the calculations for the garage door header to include the point load from truss TO - IA. The calculations provided analyze the reaction as a uniform load which may not adequately model the loading condition on the header. Determine the reactions at each end of the header and ,P nfy adequate; support (columns and footings) is provided. vide PHD2-PDS3 holdown at the outside corner of the 3'-6" shear wall along wall line E as spec'fied on page 49 of the structural calculations. The plans show an LTT20B which is not d quate to resist the tension (2.14 kips) shown in the calculations. Provide PHD23SDS3 holdown at the outside corner of the 3'-4" shear wall along wall line E as specified on page 49 of the structural calculations. 12. Specify anchor4olts required for holdowns on the foundation plan. 13. Please specify how the TO A truss will be supported at the interior reaction. Is a hanger required at this location? 14. Provide section cuts thru the building that show construction methods and materials. Include ceiling heights, insulation sizes, gypsum board, wall framing, etc. 15. Submit two corrected sets of plans and calculations. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. . If you wish to discuss any of these comments, please call (530) 538-7541 between 8:00 a.m. and 5:00 p.m., Monday through Friday. Jim Peterson Plans Examiner ieepetersonabuttecounty.net . cc: Manning Engineering U Philo Hunt, P.E. Plan Check Engineer phuntc ,buttecounty.net A LV.. E MANNING ENGINEERING December 15, 2008 Jim Peterson Plans Examiner Butte County Department of Development Services 7 County Center Drive Oroville, CA 95965 RE: New Residence for Robert & Lori Rocheleau 11 Slope Oaks Court Paradise, CA 95969 APN: 055-350-037; Building Permit No. B08-2371 Dear Mr. Peterson: This letter represents a formal itemized response to your structural related plan review comments for the above named project. Please reference your plan check letter dated 12- 11-08. Note that all changes to the revised structural drawings have been clouded with a Delta 1 symbol. The remaining plan review comments are to be addressed by the Designer. Item 3: A vapor barrier underneath the garage slab is not necessary or required. The migration of moisture through the slab from the sub - grade within this specific area of the residence will not be detrimental to the intended occupancy. See Section 1910.1, Exception #3. Item 5: A note has been added indicating that "...all construction materials [for the rear deck] shall comply with the requirements of the 2007 CBC, Chapter 7A and the Butte County Wildland Urban Interface." See the clouded revisions on the Partial Foundation and Floor Framing Plans for the Exterior Composite Deck, Sheet S2.1. This requirement has also been stated by the Designer on Sheet GN 1. Item 7: A signed statement appears on the Structural Cover Sheet, Sheet S1, stating that "...the pre -fabricated truss design by Al Truss, . Inc., project id: slope_oaks, dated 11/17/2008, has been reviewed by the Engineer of Record for general compliance with the overall design of this structure." 2540 ZANI.L.1..A WAY, SUITE. 10 • C1-11CO, CA • 95928 131-IONI 530-893-5937 • FAX: 530-891-5925 www.manningenginecring.net ALVE MANNING ENGINEERING �8: 6x6 posts and spread footings have been provided below the supporting ends of trusses T4 -G, T7 -GA and T8 -G. See the clouded revisions on the Foundation Plan, Sheet 52.1, and the Floor Framing Plan, Sheet 52.2. Also see pages 3-10 of the Supplemental Structural Calculations. 9: The analysis of the garage door header has been revised to include an additional point load from truss TO IA. The header size remains the same. The left spread footing is now 3'-0" square. See the clouded revision on the Foundation Plan, Sheet S2.1. Also see pages 1-4 of the Supplemental Structural Calculations. Item 10: A PHD2 hold down is now shown at the outside corner of the 3'-6" shear wall along wall line E. See the clouded revision on the Floor Framing Plan, Sheet 52.2. Item 11: A PHD2 hold down is now shown at the outside corner of the.3'-4" shear wall along wall line E. See the clouded revision on the Floor Framing Plan, Sheet 52.2. Item 12: The size and type of anchor bolts required for all hold downs are specified in Details 11 and 12 on Sheet 54.1. The Contractor shall coordinate their locations in the field. Item 13: The TO 1 A truss shall be supported by the G 1 gable/drag truss with an HGUS_26-2 hanger. A similar condition occurs at the left support of trusses T7G and T7GA. See the clouded revisions on - the Roof Framing Plan, Sheet 52.3. Feel free to call if you have any further questions or concerns. Thank you. Sincerely, 1 0 L_ \ Thomas W. Manning, P.E. Cc (letter only): Max Ramirez - Golden Sun Designs; McGrath Construction Attachments: (2) sets Revised Structural Drawings — stamped/signed. (2) sets Supplemental Structural Calculations — stamped/signed. 2540 ZANIi:].1..A WAY, SUITE.' 10 • CHICO, CA • 95928 PHONE: 530-893-5937 1- AX: 530-891-5925 www.manningengineenng.net BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR)#:(530) 538-4365 OFFICE #:(530) 538-7601 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds l/ wntrauof Applicant: square rootage: TOM FULTZ FIRE PROTECTION MC GRATH CONSTRUCTIOr Building Garage Remdl/Addn 3241 INDUSTRIAL DR 14775 DEL ORO DRIVE 2,467 YUBA CITY, CA 95993 MAGALIA, CA 95954 Other Porch/Patio Total (530) 671-7013 (530) 873-0435 1 AL1 FEE INFORMATION DBOMSC Fire Protection Enginee $356.94 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires TOM FULTZ FIRE PROTECTIOI 811027 / C16 / 07/25/2010 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Se�°n 7000) vision 3 of�q Business and Professions Code, and my license is in full force and eft6Ct. - / 03/11/2009 Contractor's Signature . Date WORKERS'. COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I have andwill maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. PDlicy N — I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' Carrier: SOUNTHERN INSURpolicyNumber:WS1000277701 Exp. Date:09/22/2009 ❑I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner as to become subject to the workers' compensation laws o alifomia, and r that, if I shou become subject to the workers' compensation p i ' soffSSS lion 3 of the Labor de, I shall forthwith comply with X %% G/� �i_ 03/11/2009 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, 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, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. -.CONSTRUCTION LENDING AGENCY DECLARATION I 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 (Section 3097, Civil Code). Lender's Name and Address Total Charged: $356.94 Fees Paid: $356.94 Balance Due: $0.00 Receipt No: B9799 OWNER / BUILDER DECLARATION . I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 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 the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do (—) all of or U portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effcrt, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale.). ElI; as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law.). I am exempt from licensure under the Contractors' State License Law for the reason: 03/11/2009 _ PERMIT APPLICANT DECLARATION By my signature below, I certify to each of the following: I am U a California licensed contractor or U the property owner' or U authorized to act on the property owner's behalf". I have read this construction permit application and the information I have provided is correct. I agree to comply with all applicable city and county ordinances and state laws relating to building construction. authorize representativ of this city o unty to a er the above -identified property for inspection purp a aliforni Li n d Con Sctor, Property Owner' or Authorized 03/11/2009 Na o Permittee [SIGN] In Date Lender's Name & Address City State Zip I FILE COPY PROJECT INFORMATION Site Address: 11 SLOPE OAKS CT Owner: Permit N0: B09-0245 APN: 055-350-037 ROCHELEAU, ROBERT E & LO Permit type: MISCELLANEOUS 11 SLOPE OAKS CT Issued Date: 03/11/2009 By TMP Subtype: Fire Suppression PARADISE, CA 95969 Expiration Date: 03/11/2010 Description: FIRE SUPPRESSION FOR B08-2371 Occupancy: Zoning: U 00 wntrauof Applicant: square rootage: TOM FULTZ FIRE PROTECTION MC GRATH CONSTRUCTIOr Building Garage Remdl/Addn 3241 INDUSTRIAL DR 14775 DEL ORO DRIVE 2,467 YUBA CITY, CA 95993 MAGALIA, CA 95954 Other Porch/Patio Total (530) 671-7013 (530) 873-0435 1 AL1 FEE INFORMATION DBOMSC Fire Protection Enginee $356.94 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires TOM FULTZ FIRE PROTECTIOI 811027 / C16 / 07/25/2010 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Se�°n 7000) vision 3 of�q Business and Professions Code, and my license is in full force and eft6Ct. - / 03/11/2009 Contractor's Signature . Date WORKERS'. COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I have andwill maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. PDlicy N — I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' Carrier: SOUNTHERN INSURpolicyNumber:WS1000277701 Exp. Date:09/22/2009 ❑I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner as to become subject to the workers' compensation laws o alifomia, and r that, if I shou become subject to the workers' compensation p i ' soffSSS lion 3 of the Labor de, I shall forthwith comply with X %% G/� �i_ 03/11/2009 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, 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, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. -.CONSTRUCTION LENDING AGENCY DECLARATION I 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 (Section 3097, Civil Code). Lender's Name and Address Total Charged: $356.94 Fees Paid: $356.94 Balance Due: $0.00 Receipt No: B9799 OWNER / BUILDER DECLARATION . I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 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 the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do (—) all of or U portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effcrt, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale.). ElI; as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law.). I am exempt from licensure under the Contractors' State License Law for the reason: 03/11/2009 _ PERMIT APPLICANT DECLARATION By my signature below, I certify to each of the following: I am U a California licensed contractor or U the property owner' or U authorized to act on the property owner's behalf". I have read this construction permit application and the information I have provided is correct. I agree to comply with all applicable city and county ordinances and state laws relating to building construction. authorize representativ of this city o unty to a er the above -identified property for inspection purp a aliforni Li n d Con Sctor, Property Owner' or Authorized 03/11/2009 Na o Permittee [SIGN] In Date Lender's Name & Address City State Zip I FILE COPY dBUTTE, COUNTY O v��T�0 DEPARTMENT OF DEVELOPMENT SERVICES PERMIT 0 o BUILDING PERMIT APPLICATION* * NO. ° _ ° OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 o A FEE WILL. BE REQUIRED AT TIME OF APPLICA TION [ Website: www.buttecounty.net/dds BIN # PLEASE PRINT CLEARLY "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION La ame�� First Name ailing Address � �, DA city /5 SRA Phone JJ State E-mail 61 PROJECT LOCATION AP# a 4 3 Property Address - 15 e , CityAPACIC' WORKER'S COMPENSATION Policy Number Carnet� C 66v D��� O If hiring anyone other than' licensed contractors, a certificate of worker's compensation must be shown at the time ofperrnitIssuance. LENDING A Address 0 DESCRIPTION OR SCOPE OF WORK. V/ Sq FT- LivinLM7 Garage ?64) Open Cov ❑ Structure Built without Permits,, ❑ Proposed Change of Occupan � J�-, q (Note previous use): For office use only: Zoning Name Flood Zone Address SRA City No State Zi P-1 Phone Fax E-mail 61 PROJECT LOCATION AP# a 4 3 Property Address - 15 e , CityAPACIC' WORKER'S COMPENSATION Policy Number Carnet� C 66v D��� O If hiring anyone other than' licensed contractors, a certificate of worker's compensation must be shown at the time ofperrnitIssuance. LENDING A Address 0 DESCRIPTION OR SCOPE OF WORK. V/ Sq FT- LivinLM7 Garage ?64) Open Cov ❑ Structure Built without Permits,, ❑ Proposed Change of Occupan � J�-, q (Note previous use): For office use only: Zoning Flood Zone SRA Yes No Occ• Type Const. 0 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to. requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days 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 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://muniCiDalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material .becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B09-0245 Location: 11 SLOPE OAKS CT Parcel Number: 055-350-037 Owner Name: ROCIIELEAU, ROBERT E & LORRAINE Description: FIRE SUPPRESSION FOR B08-2371 Signature of Applicant: FILE Date: 02/25/2009 Phone: Date: 02/25/2009 2009-03-03 13:09 Fultz Fire Protectio 15306717063» P 1/1 TOM. FULTZ FIRE PROTECTION inc, Cal. Lie. N C16 811027 email; tom(a3fultzfireprotection.com 3241 Industrial Dr.Pb # (530) 671 7013 Yuba City, CA. 95993 Fax 0 (530) 671- 7063 r Fax Transmittal Form To: Butte County Building ,From: Tom Fultz Name: Karen Jones Date Sent: March 3, 2009 CC: Number of Pages: 1 Fax: 530.538.2140 Message: (�i- permiss`on tQ drop plans off at the holli inn, (1et)��rlttt!)nl.. A Too-. iom Protecti*on 3241 Industrial Dr. Yuba City, Ca, 95993 Cal. Lic # C16-811027 Ph. # ( 530) 671 - 7013 Fax # ( 530) 671 - 7063 Fire Sprinkler submittal New Residence 11 Slope Oaks Court Paradise, CA 95969 1. TI co LFII 2. Blazemaster CPVC Pipe & Fittings 3. CPVC Hangers 4. Potter Bell 5. Potter Flow Switch 6. Hydraulic Calculations tou� WUNW BUI.LDI ---)1V'S10i /P�, n , QI ; rCTION\ W �. ation F �' p 70J \sZ' T OF CP k A. I ts®►Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 ��>>r.�s 16 jr Residential Concealed Pendent Sprinkler, Domed Plate 4.9 K -factor General Description The Series LFII (TY2234) Residential Concealed Pendent Sprinklers are decorative, fast response, frangible bulb sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The domed profile of the cover plate provides aesthetically ap- pealing sprinkler design with lower flow rates than can be achieved by lower profile cover plates. The separa- ble two-piece design of the Cover Plate and Support Cup Assemblies al- lows installation of the sprinklers and pressure testing of the fire protection system prior to the installation of the ceiling or application of a finish coat- ing. Also, the separable "push -on and thread -off' two-piece design of the Sprinkler provides for 1/2 inch (12,7 mm ) of vertical adjustment. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residential sprinkler systems for resk dential occupancies up to and includ- ing four stories in height per NFPA IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling andin stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (TY2234) has a 4.9 (70,6) K -factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The Series LFII (TY2234) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series LFII (TY2234) Residential Concealed Pendent Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed for installation, and it must be replaced to protect the sprinkler while the ceiling is being installed or fin- ished. The tip of the Protective Cap can also be used to mark the center of the ceiling hole into plaster board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When ceiling installation is complete, the Protective Cap must be removed and the Cover Plate Assembly in- stalled. The Protective Cap must be removed to ensure proper perform- ance of the sprinklers. WARNINGS The Series LFII (TY2234) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may Impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. MARCH, 2005 aj6.aw n „ . SprinklerlModel Identification Number SIMTY2234 BUTTE COUNT -v Tbchnica- _XjILDINC, , fSIL Data � ,� Approvals: UL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.9 GPM/psil/2 (70,6 LPM/barli2) Temperature Rating: 155°F/68°C Sprinkler with 135°F/57°C Cover Plate Vertical Adjustment: 1/2 inch (12,7 mm) Fin is Cover Plate: Flat White, Bright White, Chrome, or Custom TFP450 w la le -.. Page 2 of 6 TFP450 (a) For coverage area dimensions less than or between those Indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2234) RESIDENTIAL CONCEALED PENDENT SPRINKLER Physical Characteristics: Frame ... . . . .... . . . . Brass Button ... . . , . . . . Bronze Sealing Assembly . . .. . Beryllium Nickel w/ Teflon* Bulb . .... . 3 mm dia. Glass Compression Screw . .. . .. Brass Deflector , .... Copper Button Ejection Spring . . Stainless Steel Support Cup . . . .. . . . . . Steel Cover Plate . . . . .. . . . . . Brass Retainer . . . Brass Cover Plate Ejection Spring . . . . . . . . . . . . . . Stainless Steel *DuPont Registered Trademark Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. The glass bulb con- tains a fluid that expands when ex- posed to heat. When the rated temperature is reached, the fluid ex- pands sufficiently to shatter the glass bulb allowing the sprinkler to activate and flow water. Design Criteria The Series LFII (TY2234) Residential Concealed Pendent Sprinklers are UL and C -UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the Authority Having Jurisdic- tion. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers Tl errtinimum required dis- charge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 2. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft, coverage area). Minimum Flow (b) and Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling For Sloped Ceiling Area fel Ft. (Max. 2 Inch Rise (Greater Than 2 Inch Rise (Greater Than 4 inch Rise Ft. x Ft. (m) for 12 Inch Run) Up To Max. 4 Inch Rise Up To Max. 8 Inch Rise (m x m) for 12 Inch Run) for 12 Inch Run) 155°F/680C 155*F/68*C 155*F/68*C Sprinkler Sprinkler Sprinkler 12x 12 12 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 19 GPM (71,9 LPM) (3,7 x 3,7) (3,7) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 15.0 psi (1,03 bar) 14 x 14 14 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 19 GPM (71,9 LPM) (4,3 x 4,3) (4,3) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 15.0 psi (1,03 bar) 16 x 16 16 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 19 GPM (71,9 LPM) (4,9 x 4,9) (4,9) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 15.0 psi (1,03 bar) 18 x 18 18 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 19 GPM (71,9 LPM) (5,5 x 5,5) (5,5) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 15.0 psi (1,03 bar) 20 x 20 20 20 GPM (75,7 LPM) 21 GPM (79,5 LPM) 24 GPM (90,8 LPM) (6,1 x 6,1) (6,1) 16.7 psi (1,15 bar) 18.4 psi (1,27 bar) 24.0 psi (1,65 bar) (a) For coverage area dimensions less than or between those Indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2234) RESIDENTIAL CONCEALED PENDENT SPRINKLER Physical Characteristics: Frame ... . . . .... . . . . Brass Button ... . . , . . . . Bronze Sealing Assembly . . .. . Beryllium Nickel w/ Teflon* Bulb . .... . 3 mm dia. Glass Compression Screw . .. . .. Brass Deflector , .... Copper Button Ejection Spring . . Stainless Steel Support Cup . . . .. . . . . . Steel Cover Plate . . . . .. . . . . . Brass Retainer . . . Brass Cover Plate Ejection Spring . . . . . . . . . . . . . . Stainless Steel *DuPont Registered Trademark Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. The glass bulb con- tains a fluid that expands when ex- posed to heat. When the rated temperature is reached, the fluid ex- pands sufficiently to shatter the glass bulb allowing the sprinkler to activate and flow water. Design Criteria The Series LFII (TY2234) Residential Concealed Pendent Sprinklers are UL and C -UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the Authority Having Jurisdic- tion. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers Tl errtinimum required dis- charge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 2. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft, coverage area). TIPP450 SEALING FRAME ASSEMBLY i (1/2" NPT) THREADED SPRINKLER . NPT ADJUSTMENT i WRENCH ' BUTTON FLATS i ' I� SUPPORT I CUP WITH DISPOSABLE I I i I I ROLL FORMED SPRINKLER ®I I i THREADS STRAP (SEE i RETAINER SUPPORT CUP (23,8 mm) INSTALLATION i SECTION 1. 3-5/16" DIA. I BULB DEFLECTORI COMPRESSION SCREW SPRINKLER/SUPPORT CUP i ASSEMBLY THREAD INTO RETAINER SUPPORT CUP WITH THREAD UNTIL MOUNTING O -'I 9 TABS SURFACEIS I` FLUSH WITH EJECTION CEILING SPRING SOLDER77 COVER TABS (3) PLATE COVER PLATE/RETAINER ASSEMBLY FIGURE 1 SERIES LFII (TY2234) RESIDENTIAL CONCEALED PENDENT SPRINKLER (Shown with Disposable Sprinkler Strap) 2-1/2" DIA. (63,5 mm) 1/2" (12,7 mm) FACE OF 1/2" THREADED SPRINKLER . NPT ADJUSTMENT FITTING 3/32" GAP 1-3/16"t1/4" G (2,4 mm) (30,2 mm t6,4 mm) MOUNTING SURFACE COVER- SPRINKLER- 15/16" RETAINER SUPPORT CUP (23,8 mm) ASSEMBLY ASSEMBLY 1. 3-5/16" DIA. Page 3 of 6 WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W -TYPE 7 SPRINKLER WRENCH SPRINKLER - SI IPPOD-r r,1 ID kSSI CC PL 3ET 14" (6,4 mm) 4"(19,1 mm) (84,1 mm) TIP PROTECTIVE CAP FIGURE 3 SERIES LFII (TY2234) RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLATION DIMENSIONS'/DISPOSABLE PROTECTIVE CAP OPERATED SPRINKLER Page 4of6 Installation The Series LFII (TY2234) must be in- stalled in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1, 6 mm). A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft.lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. NOTE Do not remove the Sprinkler Strap (Fig. 1) until the sprinkler system is to be placed in service. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W -Type 7 Wrench shown in Figure 2, install and tighten the Sprinkler/Sup- port Cup Assembly into the fitting. The W -Type 7 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Arms during ceiling in- stallation and/or during application of the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. NOTE As long as the Sprinkler Strap (Fig. 1) or the Protective Cap (Fig. 3) remains in place, the system is considered to be "Out Of Service'. Step 5. After the ceiling has been com- pleted with the 2-1/2 inch (63 mm) diameter clearance hole and in prepa- ration for installing the Cover Plate/Re- tainer Assembly, remove and discard the Protective Cap and the Sprinkler Strap. . NOTE Refer to Technical Data Sheet TFP700 regarding instructions for the removal of the Sprinkler Strap. Step 6. Push the Cover Plate/Retainer Assembly into the Support Cup, and as necessary, make the final adjustment of the Cover Plate with respect to the ceiling by turning the Cover Plate/Re- tainer Assembly clockwise until its flange just comes in contact with the ceiling. If it becomes necessary to remove the Cover Plate, it can be removed by un- screwing in a counter -clockwise direc- tion. If the Cover Plate/Retainer Assembly cannot be engaged with the Support Cup or the Cover Plate/Retainer As- sembly cannot be engaged sufficiently to contact the ceiling, the Sprinkler Fit- ting must be repositioned. TFP450 Care and Maintenance The Series LFII (TY2234) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. tqC0Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series TY -FRB — 2.8, 4.2, 5.6, and &0 K -factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The Tyco® Series TY -FRB, 2.8, 4.2, 5.6, and 8.0 K -factor, Upright and Pen- dent Sprinklers described in this data sheet are quick response - standard coverage, decorative 3 mm glass bulb type spray sprinklers designed for use in light or ordinary hazard, commercial occupancies such as banks, hotels, shopping malls, etc. The recessed version of the Series TY -FRB Pendent Sprinkler, where ap- plicable, is intended for use in areas with a finished ceiling. It uses either a two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Es- cutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a two-piece Style 20 (1/2 inch NPT) or Style 30 (3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjust- ment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pen- dent position. The adjustment pro- vided by the Recessed Escutcheon re- duces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- IMPORTANT Always refer to Technical Data Sheet TFP700 for the `INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. tained when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corro- sive environment. The effects of ambi- ent temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level versions of the Series TY -FRB Pendent Sprinklers are detailed in Technical Data Sheet TFP356, and Sprinkler Guards are de- tailed in Technical Data Sheet TFP780 WARNINGS The Series TY -FRB Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TY1131 - Upright 2.81K, 1/2"NPT TY1231 - Pendent 2.8K, 1/2"NPT TY2131 - Upright 4.21K, 112"NPT TY2231 - 1� v TY3131 - Upright 5.61K, 1/2"NPT TY3231 - Pendent 5.6K, 112"NPT TY4131 - Upright 8.OK, 314"NPT TY4231 - Pendent 8.OK, 314"NPT TY4831- Upright 8.OK, 112"NPT Model/Sprinkler Identification Numbers TY1131 - Upright 2.81K, 1/2"NPT TY1231 - Pendent 2.8K, 1/2"NPT TY2131 - Upright 4.21K, 112"NPT TY2231 - Pendent 4.21K, 112"NPT TY3131 - Upright 5.61K, 1/2"NPT TY3231 - Pendent 5.6K, 112"NPT TY4131 - Upright 8.OK, 314"NPT TY4231 - Pendent 8.OK, 314"NPT TY4831- Upright 8.OK, 112"NPT TY4931- Pendent 8.01K, 112"NPT BUTTE C®UN I T Y Pago 2 of 10 ESCUTCHEON 7/16"(11,1 mm) PLATE SEATING 1/2" NOMINAL SURFACE NPT MAKE -IN 2-114" (57,2 mm) 1-9/16" (39,7 mm) STYLE, 10 or 20 RECESSED SSU* ESCUTCHEON SSP DEFLECTOR * 2-7/8" (73,0 mm) DIA TFP171 DEFLECTOR 6 5 7/16" (11,1 mm) 4 NOMINAL MAKE -IN 2 2- 3 WRENCH (55,,66 mm) FLATS 1 7 112" NPT PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression 7 - Bushing orifice seat on frame. Screw FIGURE 1 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2.8 K -FACTOR, 112 INCH NPT ESCUTCHEON 7/16"(11,1 mm) PLATE SEATING NOMINAL SURFACE NPT MAKE -IN T__ - 2-3/16" (55,6 mm) 1-1/2" (38,1 mm) STYLE 10 or 20 RECESSED ESCUTCHEON SSP DEFLECTOR* 2-7/8° (73,0 mm) DIA PENDENT WRENC FLATS I �1 RECESSED PENDENT 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector 2 - Button Assembly 5 - Compression Screw SSU* DEFLECTOR 1/2" NPT UPRIGHT 7/16" (11,1 mm) NOMINAL MAKE -IN 2-3/16" (55,6 mm) 6* CROSS SECTION * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. FIGURE 2 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K -FACTOR, 112 INCH NPT BUTTE COUNTY O� LDINC DMSIGA APRR- W ' TFP<i 71 Page 3 of 10 ESCUTCHEON 7/16"(11,1 mm) STYLE 10 or 20 PLATE SEATING NOMINAL RECESSED SURFACE 1/2" MAKE -IN ESCUTCHEON SSU NPT � DEFLECTOR 6* 7/16" 5 2-3/16" (11,1 mm) (55,6 mm) NOMINAL 4 MAKE -IN 1-1/2"2-3/16" 2-3/16" 2 1 (38,mm) WRENCH (55,6 mm) FLATS 3 1 SSP DEFLECTOR * 2-7/8"(73,0 mm) DIA. 1/2" NPT PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw FIGURE 3 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K -FACTOR, 112 INCH NPT ESCUTCHEON 1/2"(12,7 mm) STYLE 30 or 40 PLATE SEATING NOMINAL RECESSED SSU* SURFACE 3/4' T MAKE -IN ESCUTCHEON DEFLECTOR _ 6* 1/2" 5 2-5/16" (12,7 mm) (58,7 mm) NOMINAL 4 MAKE -IN 1-9/16" 2-1/4" 2 (39,7 mm) WRENCH (57,2 mm) 3 FLATS SSP DEFLECTOR * 2-7/8" (73,0 mm) DIA. 3/4" NPT 1 PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw FIGURE 4 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K -FACTOR, 314 INCH NPT Pago 4 of 10 TFP171 7/16" (11,1 mm) 1/2" NOMINALU . SS* NPT MAKE -IN DEFLECTOR ';�—T *6 5 2-1/4"—� 2-3/16" (57,2 mm) � (55,6 mm) q 1-9/16" WRENCH 2 (39,7 mm) FLATS 3 SSP* 1 DEFLECTOR CROSS PENDENT UPRIGHT SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw FIGURE 5 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY4831) AND PENDENT (TY4931) SPRINKLERS 8.0 K -FACTOR, 112 INCH NPT Technical Data Approvals UL and C -UL Listed. FM, LPCB, and NYC Approved. (Refer to Table A and B for complete approval information including corro- sion resistant status.) Maximum Working Pressure Refer to Table C. Discharge Coefficient K = 2.8 GPM/psi'/2 (40,3 LPM/bar'/2) K = 4.2 GPM/psi'/2 (60,5 LPM/barl/2) K = 5.6 GPM/psi'/2 (80,6 LPM/barl/2) K = 8.0 GPM/psi'/2 (115,2 LPM/bar'/2) Temperature Ratings Refer to Table A and B Finishes Sprinkler: Refer to Table A and B. Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated. Physical Characteristics Frame .. ..... .. .. Bronze Button ... ...... Brass/Copper Sealing Assembly ..... , .. . Beryllium Nickel w/Teflont Bulb .. .. .. . . ..... Glass Compression Screw . . . .. Bronze Deflector . . .. . Copper/Bronze Bushing (K=2.8) . . . . . . . Bronze Operation The glass Bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and water to flow. Design. Criteria The Series TY -FRB Pendent and Up- right Sprinklers are intended for fire protection systems designed in ac- cordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Pre- vention Data Sheets ). Only the Style 10, 20, 30, or 40 Recessed Escutch- eon, -as applicable, is to be used for recessed pendent installations. = TFP471 NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL) as Quick Re- sponse Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprin- klers. 5. Approved by the City of New York under MEA 354-01-E. 7. Where Polyester Coated Sprinklers are noted to be UL and C -UL Listed, the sprin- klers are UL and C -UL Listed as Corrosion Resistant Sprinklers. ' Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. " Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. "' Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K -FACTOR SPRINKLERS Page 5 of 10 �U r - -3. oo' 'M ry SPRINKLER FINISH (See Note 7) K TYPE TEMP. BULB LIQUID NATURAL BRASS CHROME PLATED WHITE— POLYESTER 2.8 PENDET ITY 23N) and UPRIGHT (TY1131) 135°F/57"C Orange 2 3 5 155°F/68°C. Red 175°F/79°C Yellow 200°F/93°C Green 286°F/1410C Blue 1/2" NPT RECESSED PENDENT (TY1231)' Figure 6 135°F/57°C Orange 1, 2, 5 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green RECESSED PENDENT (TY1231)— Figure 7 135°F/57°C Orange 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 4.2 1/2" NPT PENDENT (TY2231) and UPRIGHT (TY2131) 135°F/57°C Orange 1,2 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 286°F1141°C Blue 135°F/57°C I Orange RECESSED PENDENT (TY2231)* Figure 8 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 135°F/57°C Orange RECESSED PENDENT (TY2231)" Figure 9 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL) as Quick Re- sponse Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprin- klers. 5. Approved by the City of New York under MEA 354-01-E. 7. Where Polyester Coated Sprinklers are noted to be UL and C -UL Listed, the sprin- klers are UL and C -UL Listed as Corrosion Resistant Sprinklers. ' Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. " Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. "' Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K -FACTOR SPRINKLERS Page 5 of 10 �U r - -3. oo' 'M ry r --N Page 6 of 10 TFP171 NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers; however, the LPCB does not rate the thermal sensitivity of recessed sprinklers. 5. Approved by the City of New York under MEA 354-01-E. 6. VdS Approved (For details contact Tyco Fire ✓§ Building. Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377). 7. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. 8. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C -UL Listed, the sprinklers are UL and C -UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. " Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as ap licable. Frame and Deflector only. Listings and approvals apply to color (Special Order). 030 COU N� N/A: Not Available � n '! TABLE B r� tUJ�9®�i3i.�4 F' LABORATORY LISTINGS AND APPROVALS 5.6 AND &0 K -FACTOR SPRINKLERS APTIRO � SPRINKLER FINISH (See Note 8) K TYPE TEMP. BULB LIQUID NATURAL BRASS CHROME PLATED I WHITE"' POLYESTER LEAD COATED 5.6 PENDENT (TY3231) and UPRIGHT (TY3131) 135°F/57°C Orange 1, 2, 3, 4, 5, 6, 7 1, 2, 3, 5 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 286°F/141 °C Blue 1/2" NPT 135°F/57°C Orange 1, 2, 4, 5 N/A RECESSED PENDENT (TY3231)' Figure 10 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green RECESSED PENDENT (TY3231r Figure 11 135°F/57°C Orange 1, 2, 3, 4, 5 N/A 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 8.0 PENDENT and UPRIGHT (TY4131) 135°F/57°C Orange 1, 2, 3, 4, 5, 6, 7 1,2,5 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 286°F1141°C Blue 3/4" NPT 135°F/57°C Green 1, 2, 4, 5 N/A RECESSED PENDENT (TY4231)• Figure 12 155°F/68°C Orange 175°F/79°C Red 200°F/93°C Yellow RECESSED PENDENT (TY4231)- Figure 13 135°F/57°C Orange 1, 2, 3, 4, 5 N/A 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 8.0 1/2" NPT PENDENT (TY4931) and UPRIGHT (TY4831) 135°F/57°C Orange 1, 2, 4, 5, 6 1, 2, 5 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 286°F/141 °C Blue NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers; however, the LPCB does not rate the thermal sensitivity of recessed sprinklers. 5. Approved by the City of New York under MEA 354-01-E. 6. VdS Approved (For details contact Tyco Fire ✓§ Building. Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377). 7. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. 8. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C -UL Listed, the sprinklers are UL and C -UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. " Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as ap licable. Frame and Deflector only. Listings and approvals apply to color (Special Order). 030 COU N� N/A: Not Available � n '! TABLE B r� tUJ�9®�i3i.�4 F' LABORATORY LISTINGS AND APPROVALS 5.6 AND &0 K -FACTOR SPRINKLERS APTIRO � ' TFP171 M W Page 7 of 10 NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C -UL); and , the Approval by the City of New York. TABLE C, MAXIMUM WORKING PRESSURE Installation The Series TY -FRB Sprinklers must be installed in accordance with the fol- lowing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F/57°C to 3/32 inch (2,4 mm) for the 286°F/141 °C temperature ratings. A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19, 0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 112 NPT connections. A leak tight 314 inch NPT sprinkler joint should be ob- tained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maximum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over -tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series TY -FRB Pendent and Up- right Sprinklers must be installed in accordance with the following instruc- tions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W -Type 6 Sprinkler Wrench (Ref. Figure 14). With reference to Figures 1, 2, 3, 4, and 5, the W -Type 6 Sprinkler Wrench is to be applied to the sprinkler wrench flats. The Series TY -FRB Recessed Pen- dent Sprinklers must be installed in accordance with the following instruc- tions. Step A. After installing the Style 10. 20, 30, or 40 Mounting Plate, as appli- cable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprin- kler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W -Type 7 Recessed Sprinkler Wrench (Ref. Figure 15). With reference to Figure 11, 2, 3,yTeo TY B" U fD SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD BRASS PLATED POLYESTER COATED PENDENT (TY3231) and 2.8 UPRIGHT (TY3131) 175 PSI (12,1 BAR) N/A 1/2" NPT RECESSED PENDENT (TY323) PENDENT (TY4231) and 4.2 UPRIGHT (TY4131) 175 PSI (12,1 BAR) N/A 3/4" RECESSED PENDENT NPT (TY4231) PENDENT (TY3231) and 250 PSI (17,2 BAR) 175 PSI (12,1 BAR) 5.6 1/2" UPRIGHT (TY3131) OR 175 PSI (12,1 BAR) RECESSED PENDENT NPT (TY3231)N/A (SEE NOTE 1) PENDENT (TY4231) and 175 PSI (12,1 BAR) 175 PSI (12,1 BAR) 8.0 UPRIGHT (TY4131) RECESSED PENDENT (TY4231) N/A 3/4" NPT 8.0 1/2" PENDENT (TY4931) and 175 PSI (12,1 BAR) 175 PSI (12,1 BAR) NPT UPRIGHT (TY4831) NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C -UL); and , the Approval by the City of New York. TABLE C, MAXIMUM WORKING PRESSURE Installation The Series TY -FRB Sprinklers must be installed in accordance with the fol- lowing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F/57°C to 3/32 inch (2,4 mm) for the 286°F/141 °C temperature ratings. A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19, 0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 112 NPT connections. A leak tight 314 inch NPT sprinkler joint should be ob- tained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maximum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over -tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series TY -FRB Pendent and Up- right Sprinklers must be installed in accordance with the following instruc- tions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W -Type 6 Sprinkler Wrench (Ref. Figure 14). With reference to Figures 1, 2, 3, 4, and 5, the W -Type 6 Sprinkler Wrench is to be applied to the sprinkler wrench flats. The Series TY -FRB Recessed Pen- dent Sprinklers must be installed in accordance with the following instruc- tions. Step A. After installing the Style 10. 20, 30, or 40 Mounting Plate, as appli- cable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprin- kler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W -Type 7 Recessed Sprinkler Wrench (Ref. Figure 15). With reference to Figure 11, 2, 3,yTeo TY B" U fD " Pap. 8 of 10 FIGURE 6 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K -FACTOR, 112 INCH NPT 5/8±1/4" (15,9±6,4 mm) FACE OF SPRINKLER FITTING �1 MOUNTING SURFACE , 2-7/8" DIA. 2-7/8" DIA. (73,0 mm) 5/8±1/4" (73,0 mm) 3/4"(19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8" (3,2 mm) T MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TY -FRB 13/16" (20,6 mm) FIGURE 6 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K -FACTOR, 112 INCH NPT 5/8±1/4" (15,9±6,4 mm) FACE OF SPRINKLER FITTING �1 MOUNTING SURFACE , 2-7/8" DIA. (73,0 mm) 3/4"(19,1 mm) 2-1/4" DIA. 1/4" (6,4 mm) (57,2 mm) 171-' I MOUNTING PLATE CLOSURE SERIES TY -FRB 1/8" (3,2 mm) 1-1/4" 31,8 mm) 3/4"(19.1 mm) FIGURE 8 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K -FACTOR, 112 INCH NPT Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step C. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 10, 20, 30, or 40 Closure over the Series TY -FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The Series TY -FRB Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for maintenance 1/2±1/8" (12,7±3,2 mm) FACE OF SPRINKLER FITTING I - MOUNTING SURFACE TFP171 2-7/8" DIA. (73,0 mm) 1/2" (12,7 mm) 2-1/4" DIA. 1/4"(6,4 mm) (57,2 mm) 171-' I MOUNTING P CLOSURE SERIES TY -FRB LATE 1/8" (3,2 mm) 1-5/16" (33,3 mm) 1-1/16"(27,0 mm) FIGURE 7 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K -FACTOR, 112 INCH NPT 1/2±1/8" (12,7±3,2 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE 2-7/8" DIA. (73,0 mm) 1/2" (12,7 mm) 2-1/4" DIA. 1/4" (6,4 mm) (57,2 mm) MOUNTING CLOSURE SERIES TY -FRB PLATE (3,2 !gym) 1-1/4" (31,8 mm) 1" (25,4 mm) FIGURE 9 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K -FACTOR, 112 INCH NPT work on the fire protection system that itcontrols, permission to shutdown the affected fire protection system must be obtained from the proper authorities and all personnel who maybe affected by this action must be notified. The owner must assure that the sprin- klers are not used for hanging of any objects; otherwise, non -operation in the event ofa fire or inadvertent opera- tion may result. Absence of an escutcheon, which is used to cover a clearance hole, may de/ay.the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/siippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion r ed.. rinklers, after the in ti nF sj py BUILDING DIVIS Qt,, APPROVED " ' TFP171 F� �1 2-7/8" DIA. 5/811/4" (73,0 mm) 3/4'(19,1 mm) (15,9±6,4 mm) 2-1/4" DIA 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8" (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-1/4" (31,8 mm) TY -FRB 3/4"(19,1 mm) FIGURE 10 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K -FACTOR, 112 INCH NPT 518±114" (15,9t6,4 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE 2-7/8" DIA. (73,0 mm) 3/4"(19,1 mm 2-1/4" DIA. 1/4" (6,4 mm) (57,2 mm) MOUNTING PLA TE CLOSURE SERIES TY -FRB 1/8" (3,2 mm) 1-5/16' 33,3 mm 13/16' (20,6 mm) FIGURE 12 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K -FACTOR, 314 INCH NPT pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- Page 9 of 10 2-7/8" DIA. 1/211/8" (73,0 mm) 112" 12,7 mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57'2 mm) - M(3,2 OUNTING SPRINKLER PLATE FITTING 1/8" (� m) MOUNTING SURFACE CLOSURE SERIES 1-1/4" (31,8 mm) TY -FRB 1"(25,4 mm) FIGURE 11 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K -FACTOR, 112 INCH NPT 2-7/8' DIA. 1/2±1/8" (73,0 mm) 1/2" (12,7 mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING / I 1/8" (3,2 mm) MOUNTING SURFACE CLOSURE SERIES TY -FRB 1-5/16"(33,3 mm) 1-1116"(27,0 mm) FIGURE 13 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K -FACTOR, 314 INCH NPT WRENCH RECESS (END "A" USED FOR 1/2" NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4" NPT MODELS) FIGURE 14 W -TYPE 6 SPRINKLER WRENCH facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified WRENCH RECESS 4 PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 15 W -TYPE 7 RECESSED SPRINKLER WRENCH Inspection Service in accordance with local re c}aat9_and/olu, national codes. J` �! i�r L Pago 10 of 10 P/N 57 - XXX - X - XXX TFP171 Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup - In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. oT anv ana an ome This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Num- bers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K -factor), (specify temperature rating), Series TY -FRB (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), P/N (specify from Table D). Recessed Escutcheon: Specify: Style (10, 20, 30, or 40) Re- cessed Escutcheon with (specify') fin- ish, P/N (specify`). Refer to Technical Data Sheet TFP770 Sprinkler Wrench: Specify: W -Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W -Type 7 Sprinkler Wrench, P/N 56-850-4-001. plied by Buyer or Buyer's repre-UV u-� f i ' y\ 1, . sentatives. 14� 1 MODEUSIN RATING SPRINKLER 330 2.8K UPRIGHT (1/2"NPT) TY1131 135 135°F/57°C 331 2.8K PENDENT (1/2"NPT) TY1231 1 NATURAL BRASS 155 155°F/68°C 340 4.2K UPRIGHT (1/2"NPT) TY2131 4 WHITE POLYESTER 175 175°F/79°C 341 4.2K PENDENT (1/2"NPT) TY2231 3 WHITE (RAL9010)* 200 200"F/93'C 370 5.6K UPRIGHT (1/2"NPT) TY3131 9 CHROME PLATED 286 286"F/141'C 371 5.6K PENDENT (1/2"NPT) TY3231 7 LEAD COATED 390 8.OK UPRIGHT (3/4 -NPT) TY4131 391 8.OK PENDENT (3/4 -NPT) TY4231 • Eastern Hemisphere sales only. 360 8.OK UPRIGHT (1/2"NPT) TY4831' 361 8.OK PENDENT (1/2"NPT) TY4931' TABLE D PART NUMBER SELECTION SERIES TY -FRB PENDENT AND UPRIGHT SPRINKLERS Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup - In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. oT anv ana an ome This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Num- bers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K -factor), (specify temperature rating), Series TY -FRB (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), P/N (specify from Table D). Recessed Escutcheon: Specify: Style (10, 20, 30, or 40) Re- cessed Escutcheon with (specify') fin- ish, P/N (specify`). Refer to Technical Data Sheet TFP770 Sprinkler Wrench: Specify: W -Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W -Type 7 Sprinkler Wrench, P/N 56-850-4-001. plied by Buyer or Buyer's repre-UV u-� f i ' y\ 1, . sentatives. 14� 1 tyCO Fire &Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TFBP BlazeMaster CPVC products are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les. (Refer to IH -1900, Rev. 0, Janu- ary 2005 "Installation Instruction & Technical Handbook" for exact list- ing/approval information.) Manufacture Source U.S.A. Material • Pipe: ASTM F442, SDR 13.5 • Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange ,a rapid response HOME FIRE SPRINKLER SYSTEM WILDING ®lVl l()� APPRovED BlazeMaster® is a registered trademark of Noveon 1P Holding Corp. Page 2 of 6 TFP1915 NOMINAL SIZE AVERAGE AVERAGE WEIGHT WATER FILLED WEIGHT FT. OF PIPE WEIGHT PER LIFT O.D. I.D. lbs./ft. Ibs./ft. PER LIFT lbs. 3/4" 1.050" 0.874" 0.18 0.44 7875 1339 1" 1.315" 1.101, .0.26 0.67 5040 1320 1-1/4" 1.660" 1.394" 0.42 1.08 2835 1191 1-1/2" 1.900" 1.598" 0.54 1.41 2205 1213 2" 2.375" 2.003" 0.84 2.20 1260 1084 2-1/2" 2.875" 2.423" 1.26 3.26 1215 1531 3" 3.500" 2.952" 1.87 4.83 720 1344 Installation Tyco Fire and Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH -1900, Rev. 0, January 2005 "Installation Instruction & Techni- cal Handbook". FIGURE 1— PIPE DIMENSIONS Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection .system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. B COUN r BUILDING ®IVISIOI,ti APPROVED .ti rr� TFP1915 Page 3 of 6 FITTING TYPE PART NUMBER NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT (T/O) (Ib.) TEE 80000 3/4" 5/8" 40 0.11 T/O 80001 1' 11/16" 40 0.19 80002 1-1/4" 7/8" 40 0.26 80003 1-1/2" 1-1/16" 80 0.51 80004 2- 1-3/8" 80 0.90 T/O T/O 80005 2-1/2" 1-9/16" 80 1.59 80006 3- 1-13/16" 80 2.41 xxYxZ X. y Z 80132 40 0.14 3/4' x 3/4"x 1" 3/4" 3/4" 5/8" 80133 1" x 3/4" x 314" 9/16" 9/16" 3/4" 40 0.14 80134 1" x 3/4" x 1' 3/4' 11/16" 3/4" 40 0.17 80260 1' x 1" x 3/4" 5/8' 5/8" 13/16" 40 0.16 80135 1-114"x 1' x 3/4" 5/8" 5/8" 15/16" 40 0.21 80136 1-1/4" x 1"x 1" 3/4" 3/4" 15116" 40 0.22 80137 1-1/4"x 1' x 1-1/4" 15/16" 15/16" 7/8" 40 0.26 REDUCING TEE 80261 1-1/4"x 1-1/4"x 3/4' 5/8" 5/8" 7/8". 40 0.23 2 80262 1-1/4".x 1-1/4"x 1' 3/4" 3/4" 7/8" 40 0.26- T/O 80138 1/ ' 1-1/4" x 1-4• x 1-1/2 1' 1^ 1" 80 0.43 80140 1-1/2" x 1-1/4" x 3/4" 9/16" 9/16" 1" 80 0.36 80141 1-1/2" x 1-1/4"x 1" 9/16" 9/16" 1-1/16" 80 0.38 80263 1-1/2" x 1-1/2" x 3/4" 9/16" 9/16" 1" 80 0.36 Xw4jY 80264 1-1/2"x 1-1/2"x 1" 9/16" 9/16" 1-1/16" 80 0.38 80275 1-1/2"x 1-1/2'x 1-1/4" 7/8' 7/8" 1" 80 0.45 T/O T/O 80265 2" x 2' x 3/4" 3/4' 3/4" 1-3/8' 80 0.61 80266 2' x 2" x 1' 7/8" 7/8" 1-3/8" 80 0.66 80274. 2' x 2" x 1-1/4" 1-1116" 'l-1/16' 1-3/8' 80 0.74 80267 2" x 2' x 1-1/2" 1-1/8' 1-1/8" 1-3/8" 80 0.78 80271 2-1/2" x 2-1/2" x 1" 1-9/16' 1-9/16' 1-9/16" 80 1.43 80272 2-1/2" x 2-1/2" x 1-1/4" 1-9/16" 1-9/16" 1-9/16" 80 1.46 80273 2-1/2' x 2-1/2' x 1-1/2" 1-9/16' 1-9/16" 1-9/16" 80 1.48 80276 2-1/2" x 2-1/2'x 2' 1-9/16" 1-9/16" 1-9/16' 80 1.50 80270 3" x 3" x 1-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.28 80268 3" x 3" x 2" 1-13/16' 1-13/16" 1-3/4" 80 2.25 80269 3" x 3' x 2-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.44 CROSS & REDUCING CROSS 80009 3/4' 9/16' 40 0.13 PI-�ZI T/n 80010 1' 11/16" 40 023 r-, Page 4 of 6 TFP1915 r-"� TFP1915 Page 5 of 6 UT SCHD. WEIGHT (Ib.) 80 0.20 80 0.22 40 0.16 40 0.43 40 0.19 40 0.18 40 0.16 40 0.20 40 0.40 40 0.41 40 0.63 40 1.03 80 1.42 80 2.66 40 0.334 -1�7 BUTTE COUNT t�� • yaW I p0r" I •° FITTING PART NOMINAL TAKE -0 TYPE NUMBER NOMINAL SIZE (T/O) HEAD ADAPTER 80175E 3/4" x 1/2" NPT 7/16" 80176E 1" x 112" NPT 7/16" 80175WL 314" x 1/2" NPT 7/16" 80179 1" x 3/4" NPT 13/16" T/O SPRINKLER HEAD ADAPTER 80175W 3/4" x 1 /2" NPT 1 /2" 80176W 1" x 1/2" NPT 112" T/O SPRINKLER HEAD ADAPTER (SPIGOT) 80177L 3/4" x 1/2" NPT 1/2" 80178 1" x 1/2" NPT 9/16" 80180 1" x 3/4" NPT 7/8" —I T/O FEMALE ADAPTER 80142 3/4" x 3/4" NPT 13/16" 80145 1' x 1" NPT 7/8" 80146 1-1/4" x 1-1/4" NPT 1-1/8" 80147 1-112" x 1-1/2" NPT 1-3/8' 80148 2" x 2" NPT 1-11/16" E;T/O MALE ADAPTER 80157 314" x 3/4" NPT 1-5/16" 80158 1' x 1" NPT 1-318" 40 0.56 T/O —I XxYxZ X Y Z SPRINKLER HEAD ADAPTER TEE 80250 314" x 3/4" x 1/2" NPT 9116" 9/16" 1" 40 0.22 Z 80251 1" x 1"x 1/2" NPT 11/16' 11/16" 1-3/16" 40 0.29 T/0 80249 1'x 1"x 1" NPT 15/16" 15/16" 1-9/16' 40 0.73 80256 1-1/4" x 1" x 112" NPT 7/16" 9116" 1-5116" 40 0.30 80252 1-1/4"x 1-1/4"x 1/2" NPT 7/16" 7/16' 1-5/16" 40 0.31 X Y 80257 1-1/2"x 1-1/4"x 1/2' NPT 1/2' 11/16' 1-7/16" 80 0.43 80254 1-112' x 1-1/2"x 1/2" NPT 1/2" 1/2" 1-7/16' 80 0.46 T/O T/O 80258 2'x 1-112"x 1/2' NPT 112" 518" 1-11/16" 80 0.56 80253 2' x 2" x 1/2" NPT 1/2" 1/2" 1-11/16' 80 0.62 FIGURE 2 — FITTING DIMENSIONS (Part 3 of 4) L : 10 UT SCHD. WEIGHT (Ib.) 80 0.20 80 0.22 40 0.16 40 0.43 40 0.19 40 0.18 40 0.16 40 0.20 40 0.40 40 0.41 40 0.63 40 1.03 80 1.42 80 2.66 40 0.334 -1�7 BUTTE COUNT t�� • yaW I p0r" I •° FITTING PART NOMINAL TAKE -0 TYPE NUMBER NOMINAL SIZE (T/O) HEAD ADAPTER 80175E 3/4" x 1/2" NPT 7/16" 80176E 1" x 112" NPT 7/16" 80175WL 314" x 1/2" NPT 7/16" 80179 1" x 3/4" NPT 13/16" T/O SPRINKLER HEAD ADAPTER 80175W 3/4" x 1 /2" NPT 1 /2" 80176W 1" x 1/2" NPT 112" T/O SPRINKLER HEAD ADAPTER (SPIGOT) 80177L 3/4" x 1/2" NPT 1/2" 80178 1" x 1/2" NPT 9/16" 80180 1" x 3/4" NPT 7/8" —I T/O FEMALE ADAPTER 80142 3/4" x 3/4" NPT 13/16" 80145 1' x 1" NPT 7/8" 80146 1-1/4" x 1-1/4" NPT 1-1/8" 80147 1-112" x 1-1/2" NPT 1-3/8' 80148 2" x 2" NPT 1-11/16" E;T/O MALE ADAPTER 80157 314" x 3/4" NPT 1-5/16" 80158 1' x 1" NPT 1-318" 40 0.56 T/O —I XxYxZ X Y Z SPRINKLER HEAD ADAPTER TEE 80250 314" x 3/4" x 1/2" NPT 9116" 9/16" 1" 40 0.22 Z 80251 1" x 1"x 1/2" NPT 11/16' 11/16" 1-3/16" 40 0.29 T/0 80249 1'x 1"x 1" NPT 15/16" 15/16" 1-9/16' 40 0.73 80256 1-1/4" x 1" x 112" NPT 7/16" 9116" 1-5116" 40 0.30 80252 1-1/4"x 1-1/4"x 1/2" NPT 7/16" 7/16' 1-5/16" 40 0.31 X Y 80257 1-1/2"x 1-1/4"x 1/2' NPT 1/2' 11/16' 1-7/16" 80 0.43 80254 1-112' x 1-1/2"x 1/2" NPT 1/2" 1/2" 1-7/16' 80 0.46 T/O T/O 80258 2'x 1-112"x 1/2' NPT 112" 518" 1-11/16" 80 0.56 80253 2' x 2" x 1/2" NPT 1/2" 1/2" 1-11/16' 80 0.62 FIGURE 2 — FITTING DIMENSIONS (Part 3 of 4) 1--. Page 6 of 6 TFP1915 FITTING TYPE PART NUMBER NOMINAL SIZE NOMINAL TAKE-OUT (T/O) SCHD. WEIGHT (Ib.) BACK-TO-BACK TEE x x Y x z x Y, Z x T/O 480459 Y 1" x 1/2" NPT x 1/2" NPT 5/8" 1-5/16" 40 0.48 Z 80460 1" x 1/2" NPT x 1/2" NPT 5/8" 1-3/16" 40 0.46 T/O T/O BACK-TO-BACK CROSS x x Y x z x W x, Y Z, W x T/O Z�41_ 1 80462 1" x 1" x 1/2" NPT x 1/2" NPT 5/8" 1-3/16" 40 0.46 �64w 80463 1" x 1" x 1/2" NPT x 1/2" NPT 5/8" 1-5/16" 40 0.47 T/O Y T/O T/O SPRINKLER HEAD X x Y x Y ADAPTER 90" ELBOW Y T/O 80199 3/4' x 1/2" NPT 9/16" 1" 40 0.20 80198 1" x 1/2" NPT 3/4" 1-1/4" 40 0.26 xf 80196 1" x 3/4" NPT 1-1/16" 1-7/16" 40 0.26 T/O FIGURE 2 — FITTING DIMENSIONS (Part 4 of 4) Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and --all•<other warranties. ex- press or implied. including warranties of merchantability and fitness for a par- ticular purpose, This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. BUTTE COUNTY lJAly, t khc APPP n,'d P.O. Box 3365 South EI Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 510 C.P.V.C. '- STEEL - COPPER HANGER SIZE - 3/4" thru 3" pipe. r^. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTING/APPROVAL - A). 203 - EX 4231, EX 2551 FUNCTION - To support horizontal piping - C.P.V.C., Copper or Steel. Hanger in listed mounting positions - Top, Bottom or Side. Also, provides stability on vertical piping. INSTALLATION - Per N.F.P.A. 13, 13R, 13D and CPVC manufacturers instructions on top, bottom or side of building element. Space by pipe type. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - in WOOD: 3/4" - 3" CPVC pipe - #905 screw - no pre -drill. 3/4" - 3" Copper pipe #905 screw - no pre -drill. 3/4" - 3" Steel pipe - 1/4"x11/2" lag screw - no pre -drill. in STEEL: UL Listed per NFPA 13 - min. 18 GA. 3/4" - 3" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 3" Copper pipe - 1/4" or #14 Tek Screw. 3/4" - 3" Steel pipe - 1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required AFCON#905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. *CAN ALSO BE USED TO REPLACE - #500 Pipe Strap #520 Tin Strap Specific AFCON products arc exclusively designed to be compatible ONLY with other AFCOA' products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, pans or systems not manufactured or sold by.4FCOM AFCON shall NOT be liable under any circumstances whatsoever for any director indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. P.O. Box 3365 South EI Monte, CA 91733 626.444.0541 514 Fax 626.444.3887 www. Afcon.org OFFSET C.P.V.C. - STEEL - COPPER HANGER SIZE - 3/4" thru 2"pipe. V1_1*'_ MATERIAL - Carbon Steel. FINISH - Mil. Galvanized.. Rip LISTING/APPROVAL - QSUa, a e(J)as 203 - EX 4231, EX 2551 PATENT - No. 6,648,278. FUNCTION - Hanger/restrainer for horizontal pipe - C.P.V.C., Copper or Steel. Listed hanger in all 3 mounting positions, i.e. vertical surface and both top and bottom of horizontal surface. Listed restrainer providing vertical and lateral restraint. Prevents upward movement of pipe that supplies a pendent sprinkler below the ceiling. Stabilizes vertical piping by providing horizontal restraint. INSTALLATION - Per N.F.P.A 13, 13R and 13D. Space by pipe type. Install on wood, concrete or steel - See Drawings. Snap over pipe then squeeze strap back allowing pipe to slide freely. When #905 threads are exposed in wood, install #906 backing nut. SPECIAL NOTE: When Installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - WOOD: UL Listed per NFPA 13 CPVC pipe - #905 screw- no pre -drill. Copper pipe - #905 screw- no pre -drill. Steel pipe - 1/4"xl 1/2" lag screw - no pre -drill. Thru 5/8" gypsum board - 1/4" x 2" lag screw. STEEL: UL Listed per NFPA 13 - min. 18 GA. CPVC pipe - 1/4" or #14 Tek Screw. Copper pipe - 1/4" or #14 Tek Screw. Steel pipe - 1/4" or #14 Tek Screw. CONCRETE: Required minimum load each fastener The higher of: 170lbs. or 5(wt)+250lbs. 2 FEATURES * 1 1/2" Offset - loose fit allows pipe to slide. * 3/4" and 1" pipe size made with common center -line. * Patented design for superior strength. * Offset edge eliminates abrasion. * AFCON#905 screw listed for wood has 5/16" hex head - included. ORDERING - Part # and pipe size. .1 Rests �t •t: C��W ' r ..� Specific A the following is are exclusively Designed to be compatible ONLY with Nwil FCONparrant a including favus o fasteners, ulting in'a lisle sway,bracc,.restrainer �GhLnge zvcsembly. Be uJvised the following warranty restriction will apply. DISCLAIMER - AFCONwill NOT warrant against the failure of iLc produus when used in. combination with atfier fmducts, pans or systems not manufactured or sold by AFCON. AFCONshall NOT be liable under any circumstances whatsoever for any director indirectincidetiial or consequential dmnages of any kind. mantling but not limited to loss of business or profit, when non-AFCONproducts have been, or are used.-�1(v, \ e--\ VSR POTTERVANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL, CUL and CSFM Listed, FM Approved, For CE Marked (EN12259-5) / VdS Approved model use VSR-EU Service Pressure: 450 PSI (31 BAR) - UL Flow Sensitivity Range for Signal: 4-10 GPM (15-38 LPM) - UL Maximum Surge: 18 FPS (5.5 m/s) Contact Ratings: Two sets of SPDT (Form C) IO.0Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min. at 24VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Environmental Specifications: • NEMA 4/IP54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. • Temperature Range: 40°F -120°F, (4.5"C - 49°C) - UL • Non -corrosive sleeve factory installed in saddle. Service Use: Automatic Sprinkler Ordering Information One or two family dwelling Nominal Pipe Size Model Part Number 2" DN50 VSR-2 1144402 21/2" DN65 VSR-21/2 1144425 3" DN80 VSR-3 1144403 31/2" - VSR-31/2 1144435 4" j DN100 VSR-4 1144404 5" - VSR-5 1144405 6" DN150 VSR-6 1144406 8" DN200 VSR-8 1144408 UL, CUL and CSFM Listed, FM Approved, For CE Marked (EN12259-5) / VdS Approved model use VSR-EU Service Pressure: 450 PSI (31 BAR) - UL Flow Sensitivity Range for Signal: 4-10 GPM (15-38 LPM) - UL Maximum Surge: 18 FPS (5.5 m/s) Contact Ratings: Two sets of SPDT (Form C) IO.0Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min. at 24VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Environmental Specifications: • NEMA 4/IP54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. • Temperature Range: 40°F -120°F, (4.5"C - 49°C) - UL • Non -corrosive sleeve factory installed in saddle. Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Optional: CoverTamper Switch Kit, StockNo. 0090148 I AWARNING • Installation must be performed by qualified personnel and in accordance with all national and local codes and ordinances. • Shock hazard. Disconnect power source before servicing. Serious injury or death could result. • Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. GENERAL INFORMATION to indicate unauthorized removal of the cover. See bulletin number 5401103 for installation instructions of this switch. The Model VSR is a vane type waterflow switch for use on wet Sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2" thru 8" (50 mm thru 200 mm). LPC approved sizes are 2" thru 8" (50 mm thru 200 mm). See Ordering Information chart. The VSR may also be used as a sectional waterflow detector on large systems. The VSR contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 GPM (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE The VSR switches and retard device are enclosed in a general purpose, INSTALLATION: See Fig.1 These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The device should not be installed within 6" (15 cm) of a fitting which changes the direction of the waterflow or within 24" (60 can) of a valve or drain. Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill. (see Fig. 1) Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. insert the vane so that the arrow on the saddle points in the direction of the waterflow. Install the saddle strap and tighten nuts alternately to required torque. (see Fig. 1). The vane must not rub the inside of the pipe or bind in any way. die-cast housing. The cover Is held In place with two tamper resl screws which require a special key for removal. A field installable Specifications subject to change without notice. cover tamper switch is available as an option which may be used Potter Electric Signal Company • 2081 Craig Road, St Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 88&882-1833 • www.pottersignal.com MFG. 45401146 - REV F l,.) u i I E" G t J N� PAGE 1 OF 3 PRINTED [N USA 3/07 luI y� r' T ' POTTER The Symbol of Protection Jr'\ FIG. I OPTIONAL COVER TAMPER SWITCH DO NOTENDEZ) LEAVE COVER OFF FOR F7(7Et7DID PERIOD OF 77AAff: RETARD ADJUSTMENT: THE nF.I.AY CAN BE An1U.4rF:n RV ROTATING TNF. TIGHTEN NUT'S RETARD ADRISTELON KNOB FROM 0 E THE MAX ALTERNATELY SFTTTNG {6090 S L-41MU ). THE TWa DELAY SHOULD DE SCT AT TI(C MCIIMUM REQUIRED TO PREVENT FALSE ALARMS. �r� ♦ SR VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD FIG. 3 TYPICAL ELECTRICAL CONNECTIONS WX.CIVE DC OR NEUTRAL. AC JSITIVE DC R HUT AC FLOW Z(ftc. :PANEL NOTES: I . The Model VSR has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. 3. For supervised circuits see "Switch Terminal Connections" drawing and caution note (Fig. 2). PRCNT�SA FIG. 2 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL 114113 �u d" OJ�Gp�C3 DWG#923-3 AWARNING An uniusulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision ofthe connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life. A CAUTION Waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Water0ow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. FIG. 4 Break out thin section of cover when wiring both switches from one conduit entrance. FIG. 5 To remove knockouts: Place screwdriver at inside edge of knockouts, not in the center. DWGP 114&4 MFG. #%o l l46 - REV F gppoe�ry�8 yq��' PAGE 2 OF 3 3/07 BUT ! 1 E COL., ImliX U Y APPROVED Instaltation Requirements Model MOUNT ON PIPE SO Nominal Pipe O.D. Hole Size ARROW ON SADDLE inch POINTS IN DIRECTION inch mm . OF WATFRFLDW Sdnm n•m ROLL PADDLE ADAPTEII ADAPTER DN50 ITE DIRECTION OF 1.25 +.125/-.D62 33.0 t 2.0 WATE FLOW OF WATFRFIOW 27 UIRECTIONOF VSR-212 212 DN65 3.000 76.1 VSR-3 3 DN80 3.500 1 88.9 \VATERFiOW 50.8t2.0 20av# s2mm MAX. \\ VSR-5 5 5.563 1413 DN50 ONLY VSR-8 8 DN200 &625 219.1 USE (2) 5190162 ADAPTERS AS SHOWN ABOVE UWG. PIN&IE DWY 1"— IVI—;n.. —tor 9rtivatPe /IPVICP. In nnP direntlnn nnlv.1 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS WX.CIVE DC OR NEUTRAL. AC JSITIVE DC R HUT AC FLOW Z(ftc. :PANEL NOTES: I . The Model VSR has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. 3. For supervised circuits see "Switch Terminal Connections" drawing and caution note (Fig. 2). PRCNT�SA FIG. 2 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL 114113 �u d" OJ�Gp�C3 DWG#923-3 AWARNING An uniusulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision ofthe connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life. A CAUTION Waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Water0ow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. FIG. 4 Break out thin section of cover when wiring both switches from one conduit entrance. FIG. 5 To remove knockouts: Place screwdriver at inside edge of knockouts, not in the center. DWGP 114&4 MFG. #%o l l46 - REV F gppoe�ry�8 yq��' PAGE 2 OF 3 3/07 BUT ! 1 E COL., ImliX U Y APPROVED Instaltation Requirements Model Nominal Pipe Size Nominal Pipe O.D. Hole Size U -Bolt Nuts Torque inch mm inch mm inch mm ft -Ib n•m VSR-2 2 DN50 2.375 60.3 1.25 +.125/-.D62 33.0 t 2.0 20 27 VSR-2 12 21/2 2.875 73.0 VSR-212 212 DN65 3.000 76.1 VSR-3 3 DN80 3.500 1 88.9 2.00t,125 50.8t2.0 VSR-312 312 4.000 101.6 VSR4 4 DN100 4.500 1143 VSR-5 5 5.563 1413 VSR-6 DN15o 6.625 168.3 VSR-8 8 DN200 &625 219.1 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS WX.CIVE DC OR NEUTRAL. AC JSITIVE DC R HUT AC FLOW Z(ftc. :PANEL NOTES: I . The Model VSR has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. 3. For supervised circuits see "Switch Terminal Connections" drawing and caution note (Fig. 2). PRCNT�SA FIG. 2 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL 114113 �u d" OJ�Gp�C3 DWG#923-3 AWARNING An uniusulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision ofthe connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life. A CAUTION Waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Water0ow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. FIG. 4 Break out thin section of cover when wiring both switches from one conduit entrance. FIG. 5 To remove knockouts: Place screwdriver at inside edge of knockouts, not in the center. DWGP 114&4 MFG. #%o l l46 - REV F gppoe�ry�8 yq��' PAGE 2 OF 3 3/07 BUT ! 1 E COL., ImliX U Y APPROVED r VSR (DPOTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD TESTING NOTE: For copper or plastic pipe use Model VSR-CF. The frequency of inspection and testing for the Model VSR and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). Ifprovided, the inspector's test valve, that is usually located at the end ofthe mostremote branch line, should always be used for test purposes. if there are no provisions for testing the operation of the flow detection device on the system, application of the VSR is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. MAINTENANCE Inspect detectors monthly for leaks. If tealz are found, replace the detector. The VSR waterflow switch should provide years of trouble-free service. If any part of the detector does not perform properly, replace the entire detector. REMOVAL • To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Turn off electrical power to the detector, then disconnect wiring. • Loosen nuts and remove U -bolts. • Gently lift the saddle far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the hole while continuing to lift the waterflow detector saddle. • Lift detector clear of pipe. IMPORTANT NOTICE Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions MOUNTING DIMENSIONS �WJ U -BOLT NUT U -BOLT WASHER PIPE SADDLE PIPE PLASTIC PADDLE LL -BOLT NOMINAL PIPE DIA. N4,5 mm (- 1-3A) FOR DN50 - DN65 (2 - 2-1. NOMINAL PIPE DIA. +54,0 mm (- 2-I B") FOR DN80 - DN200 (3.8-) M. mm /^•6 - REV F owes na.s f PRIN'['ED M USA MFG. 6540114PAGE 3 OF 3 3/07 BUTTE COUNTY BdJlL U D"ISIof Compatible Pipe Model Nominal Pipe Size Nominal Pipe O.D. Schedule 10 (UL) Pipe Wall Thickness Schedule 40 (UL) BS -1387 (LPC) DN (VDS) inch mm inch mm inch mm inch mm inch mm inch mm VSR-2 2 DN50 2.375 60.3 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 VSR-21/2 212 2.875 73.0 0.120 3.05 0.203 5.16 VSR-2 l2 DN65 3.000 76.1 0.142 3.6 0.102 2.6 VSR-3 3 DN80 3.500 88.9 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9 VSR-312 312 4.000 101.6 0.120 3.05 0.226 5.74 VSR-4 4 DN 100 4.500 114.3 0.120 3.05 0.237 6.02 0.177 4.5 0.126 3.2 VSR-5 5 5.563 141.3 0.134 3.40 0.258 6.55 VSR-6 6 DN 150 6.625 168.3 0.134 3.40 0.280 7.11 0.197 5.0 0.157 4.0 VSR-8 8 DN200 &625 219.1 0.148 3.76 1 0.322 8.18 0.248 J 6.3 0.177 4.5 TESTING NOTE: For copper or plastic pipe use Model VSR-CF. The frequency of inspection and testing for the Model VSR and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). Ifprovided, the inspector's test valve, that is usually located at the end ofthe mostremote branch line, should always be used for test purposes. if there are no provisions for testing the operation of the flow detection device on the system, application of the VSR is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. MAINTENANCE Inspect detectors monthly for leaks. If tealz are found, replace the detector. The VSR waterflow switch should provide years of trouble-free service. If any part of the detector does not perform properly, replace the entire detector. REMOVAL • To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Turn off electrical power to the detector, then disconnect wiring. • Loosen nuts and remove U -bolts. • Gently lift the saddle far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the hole while continuing to lift the waterflow detector saddle. • Lift detector clear of pipe. IMPORTANT NOTICE Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions MOUNTING DIMENSIONS �WJ U -BOLT NUT U -BOLT WASHER PIPE SADDLE PIPE PLASTIC PADDLE LL -BOLT NOMINAL PIPE DIA. N4,5 mm (- 1-3A) FOR DN50 - DN65 (2 - 2-1. NOMINAL PIPE DIA. +54,0 mm (- 2-I B") FOR DN80 - DN200 (3.8-) M. mm /^•6 - REV F owes na.s f PRIN'['ED M USA MFG. 6540114PAGE 3 OF 3 3/07 BUTTE COUNTY BdJlL U D"ISIof CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISPING SERVICE LISTING No. 7135-0328:119 Page 1 of 1 CATEGORY: Audible Devices LISTEE: Potter Electric Signal Co., 2081 Craig Road, St. Louis MO 63146 Contact: Bill Witherspoon (314) 878-4321 Fax (314) 878-7264 DESIGN: Models*SB624-153075,. *SB624-751 10, PBA246, PBA248, PBA2410, PBA1206, PBA1208 and PBA12010 vibrating bells. Suitable for outdoor use when used with Model BBK71 backbox. Models are AC or DC powered and available in 6", 8" and 10". Models MBA -6, -8 and -10 bells, suitable for outdoor use when used with Model BBX-1 backbox. Refer to listee's data sheet for detailed product description and operational considerations. RATING: PBA -246, -248, -2410: 24 VAC PBA -1206,-1208,-12010: 120VAC MBA -6, -8, -10: 12 or 24 VDC INSTALLATION: In accordance with listee's printed installation instruction, applicable codes & ordinances, and in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, model number and UL label. APPROVAL: Listed as audible devices for use with separately listed compatible fire alarm control units. If this appliance is required to produce a distinctive three -pulse Temporal Pattern Fire Alarm Evacuation Signal (for total evacuation) in accordance with NFPA 72, 2002 Edition, the appliance must be used with a fire alarm control unit that can generate the temporal pattern signal. Refer to manufacturer's Installation Manual for details. *Rev. 05-17-2007 jw ' This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results ° r e an independent verification of any claims. This listing is not an endorsement or and/or other data but does not mak e recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation cR criteria. Refer to listee's data sheet, installation instructions and/or other suitable information sources. Date Issued: JUNE 11, 2008 Authorized By., BEN HO, Chief Fire Engineering Division Listing Expires June 30, 2009 Y y P POTTER BELLS The Symbol of Protection PBA -AC & MBA -DC UL, ULC, and FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling B urgl ar A larm Environment: indoor or outdoor use (See Note I) -400 to 150°F (400 to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating @ULC Optional: Model BBK-1 weatherproof backbox Model BBX-1 deep weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: Size inches (mm) Voltage Model Number Stock Number Current (MaN.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) 6 (150) 12V DC MBA 126 1750070 .12A 85 76 8 (200) 1.2VDC MBA 128 1750080 .12A 90 77 10 (250) 12V.DC MBA1210 1750060 .12A 92 78 6 (150) 24VDC MBA246 1750100 .06A 87 77 8 (200) 24VDC MBA248 1750110 .06A 91 79 10 (250) 24VDC MBA2410 1750090 .06A 94 80 6 (150) 24VAC PBA246 1806024 .17A 91 78 8 (200) 24VAC PBA248 1808024 .17A 94 77 10 (250) 24VAC PBA2410 1810024 .17A 94 78 6 (150) 120VAC PBA 1206 1806120 .05A 92 83 '8 (200) 120VAC PBA 1208 1808120 .05A 99 84 10 (250) 120VAC PBA 12010 1810120 .05A 99 86 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-34° to 660C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road, St. Louis, M0, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • Nmv%vpotters ignal.com PRINTED IN USA MKT. 98850001 - REV V PAGE I OF 2 MFG. 95400776 - 10/06 ((�( ,,�- ,L UN-;' � lu N. A % P td, Eel, r .( ,)POTTER BELLS The Symbol of Protection PBA -AC & MBA -DC FIG. 1 10" (250) 2 1 /16 8) (68) BELLS (200) (150) I I DW(I# 77(rl DIMENSIONS INCHES (mm) FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2" CONDUIT ENTRANCE r - 5 3/4•' O (140, I sns'• (41) DW(',P 776.2 4 (IOS) I%) -1 FIG. 3 WIRING (REAR VIEW) A.C. BELLS WHITE (IN) WHITE (OUT) O FROM CONTROL PANEL OR PRECEDING BELL BLACK (IN) OC." CAUTION: WHEN ELECTRICAL SUPERVISION IS R CQUIRCD USE IN AND OUT LCADS AS SHOWN. NOTES: 1. WHEN USING AC BELLS, TERMINATE EACH EXTRA WIRE SEPARAIL•LYAFTER LAST BELL. 2. CND -OF -LINE RESISTOR IS NOT REQUIRED ON AC BELLS. DW(.0 7767 INSTALLATION I . The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having_ jurisdiction). r_111 PRINTED IN USA MKT. #8850001 -REV V PAGE 2 OF 2 MFG. #5400776 - 10/06 MWE COUN @ 0 -TE: 2/23/2009 C:\program files\HRS Systems\hass79\Rocheleau Residence.rdfPage 1 TOM FULTZ FIRE PROTECTION, INC. 3241 INDUSTRIAL DRIVE YUBA CITY,CA 95993 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR New Residence Paradise, CA., 11 Slope Oaks Court Date: 2/23/2009 File No: Data File Name: Rocheleau Residence.rdf SPRINKLER SPACING 196.0 sq. ft./spklr.(max), Max. Dist. Bet. Spklrs: 14.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 7.0 ft. SPRINKLER SPECIFICATIONS Mfr: Tyco -FP Descr: TY2234 Pend./Rec.Pend./Conc.Pend.( K=4.90 Calculated K Factor for Arm -Overs & Drops: 1.0 ft. x 1.101 in. Drop: K=0.00 (Incl. 1 Tee) 6.5 ft. x 1.101 in. Arm -Over: K=4.75 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: BlazeMaster HWC: 150 WATER SUPPLY Source: Tank Test Date: 01/30/09 By: Owner/Contractor Static: 50.0 psi Resid: 45.0 psi'Flow: 100.0 gpm Public Main Size: 2 in Domestic Demand: 5.0 gpm at node number 102 SPRINKLER DEMAND No.Spklrs. Flowing 1 2 Min Spklr. Press. Node Flow (psi) No. 13.0 7.5 1 13.0 7.5 1 REVIEWING AUTHORITY i Total Avail. Req'd Flow Press. Press. 18.0 49.8 13.3 31.3 49.4 18.7 95d p OU COVN"rf W,LDIN('23 DIV1810�� APRUV. .. ., t;. };,:Y W-11TE: 2/23/2009 C:\program files\HRS Systems\hass79\Rocheleau Residence.rdfPage 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV,LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 100 2.00 2LG ---- 1.0 SRCE ---- 18.0 0.08 13.3 ---- 31.2 0.23 18.7 150 101 2.003 25.0 ---- 1.0 ---- ---- 0.00 0.00 13.2 ---- 0.01 0.00 18.4 2 101 1.00 ---- 1.0 ---- ---- 18.0 0.00 13.2 ---- 31.3 0.01 18.4 150 102 2.003 0.0 ---- 2.0 -5 5 0.00 0.43 12.8 5 0.01 0.43 18.0 3 102 19.00 ---- 2.0 -5 5 13.0 0.03 12.8 5 26.3 0.12 18.0 150 103 2.003 0.0 ---- 4.0 ---- ---- 0.00 0.87 11.9 ---- 0.01 0.87 17.0 4 103 5.00 L ---- 4.0 ---- ---- 13.0 0.03 11.9 ---- 26.3 0.10 17.0 150 104 2.003 11.0 ---- 9.0 ---- ---- 0.00 2.17 9.7 ---- 0.01 2.17 14.8 5 104 9.50 2LR ---- 9.0 ---- ---- 13.0 0.75 9.7 ---- 26.3 2.76 14.8 150 11 1.101 15.0 ---- 9.0 ---- ---- 0.03 0.00 9.0 ---- 0.11 0.00 12.0 6 11 26.00 L ---- 9.0 ---- ---- 4.9 0.17 9.0 ---- 9.9 0.61 12.0 150 10 1.101 7.0 ---- 9.0 ---- ---- 0.01 0.00 8.8 ---- 0.02 0.00 11.4 7 11 10.00 R ---- 9.0 ---- ---- 8.1 0.14 9.0 ---- 16.4 0.52 12.0 150 12 1.101 1.0 ---- 9,0 ---- ---- 0.01 0.00 8.8 ---- 0.05 0.00 11.5 8 12 26.00 R ---- 9.0 ---- ---- 3.5 0.07 8.8 ---- 7.1 0.27 1_.5 150 9 1.101 1.0 ---- 9.0 ---- ---- 0.00 0.00 8.8 ---- 0.01 0.00 11.2 9 12 9.00 L ---- 9.0 ---- ---- 4.6 0.07 8.8 ---- 9.3 0.26 11.5 150 13 1.101 7.0 ---- 9.0 ---- ---- 0.00' 0.00 8.8 ---- 0.02 0.00 11.2 •10 13 28.00 L2R ---- 9.0 ---- ---- 4.6 0.16 8.8 ---- 9.3 0.61 11.2 150 8 1.101 9.0 ---- 9.0 ---- ---- 0.00 0.00 8.6 ---- 0.02 0.00 10.6 -11 10 10.00 ---- 9.0 ---- ---- 4.9 0.05 8.8 ---- 9.9 0.18 11.4 150 9 1.101 0.0 ---- 9.0 ---- ---- 0.01 0.00 8.8 ---- 0.02 0.00 11.2 12 9 11.80 ---- 9.0 ---- ---- 8.4 0.16 8.8 ---- 17,0 0.59 11.2 150 8 1.101 0.0 ---- 9.0 ---- ---- 0.01 0.00 8.6 ---- 0.05 0.00 10.6 13 8 6.50 ER ---- 9.0 ---- ---- 13.0 0.26 8.6 ---- 26.3 0.96 10.6 150 7 1.101 2.0 ---- 9.0 ---- ---- 0.03 0.00 8.3 ---- 0.11 0.00 9.7 14 7 21.50 2E2R ---- 9.0 ---- ---- 4.5 0.11 8.3 ---- 9.1 0.40 9.7 150 14 1.101 4.0 ---- 9.0 ---- ---- 0.00 0.00 8.2 ---- 0.02 0.00 9.3 15 14 15.50 R ---- 9,0 ---- ---- 4,5 0.07 8.2 ---- 9.1 0.26 9.3 150 15 1.101 1.0 ---- 9,0 -7 -- ---- 0.00 0.00 8.2 ---- 0.02 0.00 9.0 16 15 23.80 E ---- 9.0 ---- ---- 6.6 0.22 8.2 ---- 13.5 0.81 9.0 150 16 1.101 1.0 ---- 9.0 ---- ---- 0.01 0.00 7.9 ---- 0.03 0.00 8.2 TE: 2/23/2009 C:\program files\HRS Systems\hass79\Rocheleau Residence.rdfPage 3 17 16,18.00 R ---- 9.0 ---- ---- -2.2 0.02 7.9 ---- -5.9 0.13 8.2 150, 5 1.101 1.0 ---- 9.0 ---- ---- 0.00 0.00 8.0 ---- -0.01 0.00 8.3 18 5 23.50 ER ---- 9.0 ---- ---- -6.4 0.21 8.0 ---- -12.8 0.76 8.3 150 6 1.101 2.0'---- 9.0 ---- ---- -0.01 0.00 8.2 ---- -0.03 0.00 9.1 19 6 17.80 ---- 9.0 ---- ---- 2.1 0.02 8.2 ---- 4.4 0.07 9.1 150 15 1.101 0.0 ---- 9.0 ---- ---- .0.00 0.00 8.2 ---- 0.00 0.00 9.0 21 6 11.50 ---- 9.0 ---- ---- -8.5 0.16 8.2 ---- -17.2 0.59 9.1 150 7 1.101 0.0 ---- 9.0 --=- ---- -0.01 0.00 8.3 ---- -0.05 0.00 9.7 22 5 11.50 E ---- 9.0 ---- ---- 4.2 0.05 8.0 ---- 6.9 0.12 8.3 150 4 1.101 1.0 ---- 9.0 ---- ---- 0.00 0.00 7.9 ---- 0.01 0.00 8.2 23 4 41.80 EL ---- 9.0 ---- ---- 4.2 0.19 7.9 ---- 6.9 0.47 8.2 150 3 1.101 8.0 ---- 9.0 ---- ---- 0.00 0.00 7.7 ---- 0.01 0.00 7.7 24 3 6.50 R ---- 9.0 ---- ---- 13.0 0.23 7.7 ---- 13.0 0.23 7.7 150 1 1.101 1.0 ---- 9.0 4.75 13.0 0.03 0.00 7.5 13.0 0.03 0.00 7.5 25 3 6.20 ER ---- 9.0 ---- ---- -8.8 0.12 7.7 ---- -6.1 0.06 7.7 .150 2 1.101 2.0 ---- 9.0 4.75 ---- -0.01 0.00 7.8 13.3 -0.01 0.00 7.8 26 2 6.20 ---- 9.0 4.75 ---- -8.8 0.09 7.8 13.3 -19.3 0.40 7.8 150 16 1.101 0.0 ---- 9.0 ---- ---- -0.01 0.00 7.9 ---- -0.06 0.00 8.2 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K -Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Coupig, S=SwgChk, G=GatVly, X= X, r TE: 2/23/2009 C:\program files\HRS Systems\hass79\Roche1eau Residence.rdfPage 4 The maximum velocity of water flow occurs in pipe 5 at 4.38 ft/s with 1 sprinkler flowing. The .maximum velocity of water flow occurs in pipe 13 at 8.85 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: B MATERIAL: BlazeMaster HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y z 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS 7.9 computer program (License No. 49041356 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.09 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.06 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 RE i (fppr J ' Vr W" TE: 2/23/2009 C:\program files\HRS Systems\hass79\Rocheleau Residence.rdfPage 5 WATER SUPPLY CURVE 0' OUTTE COUNTY/ 60.0 54.0 'C 48.0 R E 42.6 S S 36.0 U R i 30.0 E 24.0 P 1 18.0 f (.N S I B 12.0 6.0 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 50.0 psi, Residual 45.0 psi @ 100 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 49.8 psi @ 18.0 gpm 49.4 psi @ 31.3 gpm B = Required Water Supply D = Required Water Supply 13.3 psi @ 18.0 gpm 18.7 psi @ 31.3 gpm 0' OUTTE COUNTY/ FLOOR SPAN TABLES Not all products am available in all markets. Contact your /Level representative for information. 1 �_._.� � 3/4' 91h" 3A° 111§" 14° TJi® 110 Joists r 2Ylc° 1'/°-11%° T_ 9W 3%° 111W 14" 16° TJI® 210 Joists 11 --j r2s/lfi 1l/° -13A" I 7 9,1h" " 111%° 14° 16" 1 TJI® 230 Joists TJI@ 360 Joists r 31h" 13�° 111rii' Ihc° 14" 16" TJI® 560 Joists L/480 Live Load Deflection L/360 Live Load Deflection (Minimum Criteria per Code) Depth ill® 40 PSF Live load / 10 PSF Dead load 40 PSF Live Load / 20 PSF Dead Load Depth TJI® 111 o.c. 16" o.c. 19.2° o.c. 24" o.c. 12° o.c. 16° o.c. 19.2" o.c. 1 14" o.c. 9Y:° 110 _ 16'-5° _15'-0" j 14'-2" 13'-2° _ 1T-3' 15'-9° 14'-10' 13'-10° 177-8° 16' 2 15' 3° 14'-2° 16'-5° 15'-0° 13'-11° ' 17'-3° t 15 ' 14'-10' -' 13'-8' - ^17 __ VI 16' 2°9__t�_ 15'-3"_'-14'-2° 210 230 111/e°]396 110 19'-6" t 17'-10° 16'-10° 15'-_5°'lr 20'-6' 18'-8° 11'-8"'16-5L 21'-0° 19'-2' 18'-1' 16'-10'21' 22'-11° 20'-11° 19'-8' 18'-4° 26'-1° 23'-8° 22'-4° i 20'-9° 19'-6" 1 11'-3° 1 15'-8° W-041) 20'-6" 18'-8'_ 17'-3°_ 15'-5"11) 0° 19' 2° 18' 1° 16' 3°Ili _22'-11° 1 20'-11° 19'-8'. 1 17'-10"u)- 26'4"' 23'-8° 22' 4° + 20'440 210 210 I6'-1°1 14'-5" 111/e°23'-3" 110 110 22'-2° t 20'-3° 1 18'-9" E. 16'-9°11) - 21'-8" 18'-9° i 17'4"0) 14'4-0) 14° 210 23'-3" , 21'-3" 20'-0" 18'-4°(1) ._. j.. L- _. - 23'-10" 21' 9° 20'-6' 19' 1° 26'-0", I _23'-8° 22'-4° 20'-Pl) — t ---; -) — - — 29'-6° 26'-10° , 25 4 , 23'-6° 23'-3' 20'-7° 18'-9_°111 16'-21) 23'-10° T �21'-8 19' 9° r 17-4-U) �« -- ' -.. _ 1 _ --_ - 26'-0' 23'-8° 22'-4°11) 17'-10"Ili -----1— --- 11� 19'-6° 0 2V -10,-,t25' 4° 120'-11" 230 360 560 16 ° 210 25'-9" 23'-6" 22'-0°11) " 19'-5"111 26'-5° 24'-1" -22'-9- 20'-7"11) - _ _ 28'-9' 26'-3° 24'-8'(11 i 21'-5"111 32'-8" 29' 8° 8'-0° 25' 2°Ili 25'-5° 22'-0°11) 20'-1°11) ' 16'-2"(1) 26'-5° 23'-2° 21'-2°11) 17'-1'11) J 18'-9 _26' -3"(_1)_-T_22' -4"M 1 17'-10'11) 31'-8° 79'-8° 26' 3°IT) 20'-11"Ili 230 360 560 L/360 Live Load Deflection (Minimum Criteria per Code) Depth ill® 40 PSF Live Load / 10 PSF Dead load 40 PSF Live load / 20 PSF Dead Load 12" O.C. 16° O.C. 19.2° o.c. 24' o.c. 12° o.c. 16" o.c. 19.2° o.c. 24" o.c. 91/2" 110 210 18'-2° '-''I, 15'-0" �1 17'-8" 19'-1" 15'-3° ' 16'-9" '41T12'-5- 2 -59'/z" 15'4" 13'-E_° 360 20 19'-7° 17'-11° 1 16'-11° 15'-9" 19'-7° 1 17'-8° 1 I6'-1°1 14'-5" 111/e°23'-3" 110 21'-7° 18'41° ! 11'-3° 15'-5411 22'-8° _1 20' 8'- i.. 18' -ll_ _16'-10° t 21'-3`_T 19'-11° 17'-9" 19'41' 1 17'-3° i 15'-8° 1 21'-10° _tL-18'-ll° + 17'-3' T- +''23'-0° _1 19'-11- 18'-2°ir 25' 4" 1 13'-2" (21'-10"fi1 j 14'-0'01 15'-5°0)_ W-33'1) 17' 10°11' X56'0 25' 4° 23'-2 , 21' 10° 20' 4°11) 28'-10° 26'-3' 24'-9°23'-0° 28'-10° t 26'-3" 24'-9" 20' 11°111 14" 110 23'-9° 20'-6° 18'-9° 16'-940 25'-8- 22'-6°20'-7' 18'441) 26'-4° 1 23'-9° _ 21'-8° 19'-4°11 28'-9° 26'-3° 24' 9°11) 21' 5°11) 32'-8° I ' 29' 9° P8' 0° - 25'-2°11), 21'-8' 18'-9° 17'441) 14'4'01 210 230 23'-9" _ _ 20'-7°_ 18'-940 ' 16'-2"11 15'-0" 21'-8° _ 19' 9° 78' 9° 16'-3°r'� 22'-4"lii 37'-8" i 29'4" I 16-3"1'1 17'-1°1i 1710°I'� 20'-11°ui 360 560 16°M_31-40'_ 110 21'-10° J 24'-1" 22'-0°11 19'-5°11) 29'-2° 25'-5° 23' 2° 20' 7°111 ll) 29'-0° ! 26'-10° 21'-5° 36' 1° 32'-11" 31'-0°II) 25'-2°11) 25'-5° 1 22'-_0'11 I 20'-1°11 1 16'-211) 16' 9° 23'-2�1'42'00) 17'-1'lliII 1 ' 10 ; Il�-- Ill 31'-10" 16-10° 22'-4° 11'-10" 36' 31'-6°rrl 26'-3411 20'-11"Ill 1 (1) Web stiffeners are required at intermediate supports of continuous -span joists when the intermediate bearing length is less than 51/+" and the span on either side of the intermediate bearing is greater than the following spans: Tile 40 PSF live load / 10 PSF Dead Load 40 PSF Live load / 20 PSF Dead load 12" o.c. 16" o.c. 19.2" o.c. 24" o.c. 12" o.c. T 16" o.c. 19.2" o.c. 24" o.c. 110 N.A. N.A. t N.A_ 15'-4" - N.A. { _ N.A. 16'-0° ( 12'-9" r-'14'-2° 210 _N.A. N.A. ]21'-4' 17'-0" _ N.A. N.A. N.A.-`19'-2° _ N.A.T' I 21'-4° 17'-9"�_ __ - - -_ N.A. r N.A. I 19'-11° 15'-11° 230 360 __ _•1 �-_� N.A. N.A. 19' 6°_ ---:-- -'- N.A. 24'-5° 20'-4° 560 _24'-5° N.A. N. 29'-10"23 10° N.A. 29'-10° , 24'-10" 19'-10" - • Long-term deflection under dead load, which includes the effect of creep, has not been considered. Bold italic spans reflect initial dead load deflection exceeding 0.33'. How to Use These Tables 1. Determine the appropriate live load deflection criteria. 2. Identify the live and dead load condition. 3. Select on -center spacing. 4. Scan down the column until you meet or exceed the span of your application. 5. Select Tile joist and depth. Live load deflection is not the only factor that affects how a floor will perform. To more accurately predict floor performance, use our Tl -Pro'" Ratings. General Notes ■ Tables are based on: - Uniform loads. - More restrictive of simple or continuous span. - Clear distance between supports (13/4" minimum end bearing). ■ Assumed composite action with a single layer of 24" on -center span -rated, glue -nailed floor panels for deflection only. Spans shall be reduced 6" when floor panels are nailed only. ■ Spans generated from iLevele software may exceed the spans shown in these tables because software reflects actual design conditions. ■ For loading conditions not shown, refer to software or to the load table on page 5. 4 iLevel Trus Joist' TJI' Joist Specifier's Guide TJ -4000 February 2008 PLAN REVIEW RESPONSE FORM GOLDEN SUN DESIGNS 2565 Zanella Way, Suite F Chico, CA. 95928 Phone: (530) 894-8236 Fax: (530) 894-8219 Date: 12/15/08 Owners Name: Robert & Lori Rocheleau Response for plan check letter dated: 12/11/08 Assessor Parcel No.: 055-350-037 Building Permit No.: B08-2371 Response by Max Ramirez Unless Noted Otherwise. Revisions Marked With Delta #1 PLAN CHECK ITEM #: RESPONSE BY: LOCATION ON PLANS / CALCS.: 1 A2 COMMENTSo. See ew note #12 for PEX Piping PLAN CH�TEM #: RESPONSE BY: LOCATION ON PLANS / CALCS.: CS OMMENTS. Cover sheet Specifies Fire Sprinkler Contractor and Deferred Submittal Note PLAN CHEC EM #: RESPONSE BY: LOCATION ON PLANS / CALCS.: A2 OMMENTS: See new note #13 for Air Retarding Wrap PLAN CHE TEM #: RESPONSE BY: LOCATION ON PLANS / CALCS.: D1 OMMENTS: See revised Detail #4, For Handrailing Requirements PLAN CHECK ITEM #: RESPONSE BY: LOCATION ON PLANS / CALCS.: 14 A2.1 COMMENTS: See new sheet A2.1 for typical section Sheet PERMIT NO. 1371-87B.E,F-M PERMIT OWNER MICHART, FLA ERTY CONTR. Pprpr Fox ASSESSOR PARCEL_;; -3;—'17 LOCATION It Slope Oak Ct, Paradise L f 5r OFFICE COPY Addres��.EST— GAS Meter By Date — ELECT � Meter B Temp. Power Pose Called F Temp. Elec. Called F Temp. Gas So Called JOB FINALE signaturl Y ♦ ,l. z Not Aptliceble MOBILEHOMES d o Not Ready } - MISCELLANEOUS Dote MOBILENOME UTILITIES (PIBns) OK eicepi N's Date DECKS, COVERS, CARPORT!, ETC, (Plane) OK e•cepi N's 1. Zoning Requirements -Setbacks -Easements I. Zoning Requirements -Setbacks -Easements 2, Salts; SpeCISI NN SUpport-SketCh _ -_ 2. Fominga; Size -Depth -Spacing -Connectors 9. Sewer; Local Ion -Test -Fall -C/O -Concrete 2 Decks; Girders and/or Joists-Docking-Bracing-Stairs-R_aiIS' 4. Water: Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rfirs.-Connec.-Shlh_g.-Rfg.-Bracing S. Electricity; Local ion-Clearances-Grnd.-/ / Amp-Concrole S. Alum. Awn,; Columns-Connectione-Splice-Decal-Enclosures 6. Gas; Location. -Test -Wrap:/ /"L"h./ /"Net, or/ /"L"ft,/ /^LPG 6. CSrports; Windowa-Doors 7. Utility Clearance 7. Elea. -� Card -81 Date Card -81 Date Card -81 Data Caro -81 Dote Card -81 Date Card -BI Date Card -81 Date Card -81 Date Date MOBILEHOME INSTALLATION (Plane) OK except N's Data POOLS (Plane) OK except N's 1, Zoning Requirements-Setbacke-Easements 1, Setbacks -Easements 2. Footings; Sit* -Spacing -Marriage Line 2, Sells; Compaction -Structure Stability -- 9. Gas; MH Teat -Demand -Valve -Connector J. Pool Structure; Steel-Connecilons-Thickness-Dead Men -Linin 4. Electricity; MH Test-Croseevera-8reakere-Clearortps 4. Elac.; Receptacles and Lighting; Distances-GFI 8. Drain; MH TeSI-Fall-Flex Cwtnactor S. Etec.; Pool Lighting; 15 volts-GFI - 6. Water-, MH Test-Requlator-Combetar 6. Eloc.; Enclosures: Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater S. Gas and Electricity Tagged 6. Elec.; Grounding. Equip.*/5'-Circulating Equip. -Pool Lghig. _ — 9. Exits; tnap•-Sketeh Boxes -Enc losures-Panelboards- Ins. to Main in Conduit ` 10. Can. of Occupancy 9. Hoehn Department Approval 10. Plumb; Cir. Teat -Water Supply Test Ca. -d B-1 Date Cerd-81 Date Card -81 Date Card -81 Date Caed B -I Date Card -8) Date Card -BI Date Card -81 Date •:J :: No; 0. - a 1N�ut Applu.,hle 1 1 . avnt fle.tJr (laln UNOERf OR Pl. OK vxcwpts's requircrrienls-SelDa_ck7-E Ftg._Main: $9J:e�S1N1-Elec W - _ Or'F_Ip., GainIe=Sfee1 -Pachos 8 Decko; Sot"l7y-SSIIoel- / S/5 walls, Mnint ; S1ee_Biscrrputs-1iMrh 51-Is,_G_ara o: Stool -BI 1 _w s - - - Y ��IS D.W.V.: Fall II ' way C/ ,j _- ---- 9 ----tPe: Sizo-Ane dI _ ie tnc; U_nderpround enums 6 Duc ;Clearance-Alate►iet- it - L1 Date✓ Card -BI I31 Oat / Card -131 Date PI,U!6_*M (Permit) OK except a's 1 Walor Ht.;_ tf�rtTat e: Test4'•Ae6rhors-Nail tel a.tpW(w%-Nail P ttowr_ : Tosl, First Floor -Tub Acc Card BI Date Cord•8t card -Bi - on Po /�—Card-81 uate ELECTRICAL (Permit) OK except Ws I RESIDENTIAL Single and Duplex) 0"1141 FRAYING (Conlinued) FI Depth - -- --- 1. Doors -One _ @- D e 3,_�h_ pry. 2 axils DeptA - - - -- -- ---50�/Q�i�atrs. lrtoth-Headroom-Rlse-Run-La -- - --- — Ing -Fire Protection to. Depth and on Rool�yert� q' ' - _ ng- Ill ants-gatter�- �18D--•------- -- --- -----; -Slang-N��1�Q-V,enet� ---__ Iggers zing Area-Glas_ I�D{vti" Cord -BI Date Card -BI Dater Card -Bt Date Date ' Date r _ Vale FINAL (Plans) OK epic 501 1. Stet» -Door L iiw"Fixtute d Trans - v___E%c. Receptacles Spacing-: I. 6 Switches al_Doors - _ axes 8 No. of Co_nduClors-Stapled ex instilled Close to Ed@e of Studs a C.J. utp. �.� S Ground rna: klach. Fasteners_ and 4iG ta�9 i+ t 2 ppl,ance Circuits in KitChOn 6 Conductor Size _— -- -- M_ I-turuee: vents -Clears - In Gas e: Above Floor adropal Exiting Beth Fixtures Oa ei Osto Oete �tection-Landings b. Ai— r-Connector- MKh. Protection ccess Sltes-Labels GO.—treftwe of Wove: Ctearances•keerth =- Elec, Outlets at Wood Panel: Int. 6 Ext. �n 9 Tt r6'•ti� ' • v W- nit. rtxi- e Appliance: Grnd.-Air Gap -Cooking Clearance r . EI . Outlets S R&C"taclos at Kit. Counter Gara Fire Door: Swing -Landis loser C. Duct in Gaa -Da r 69 Wit. Hit.: Vents -Clearance -Comb. Air-Connecto P - In CWrage: Above Floor -►Rech. Protection 70, Plb.. Elec. f1 Mach. Equip. Listed for Location Elec. Receptacles in Gerage; (G.F.I.)-Ramex Proleo. °+ jylnsulaiion- FGant- Looked In Attic P_ Yes Gaard Rails 6 Deck Construction -Post Caps rt � At-A.C. Wite Size /�a. Cu - - -. - _-u•- - Floor •� es via n.ayo o .•awu-car ur vrcorarn.v artge Circ. / / a Cues<all- L_aed under Floor [� Yes �` ^ � g• • Oven Cuc. / / ga. Cu as.ol, Followi insild.: Drive Insulated Neutral y�rca , No + ng i es L ! No: Walks es [ No: - — • -•- Planers Yes l�lN0 2t). Ser ce-Riser Conductors 8 Gstid 5 --Alain Disconnect Equip. Clearances: Panels-1A010rs-Meeh. Equip. wiQ.'S co: &own -Finish - - 6 .C. Unit. Disconnect-Cirnces-"r. 8 Cond. Size -115V Outlet eats Above Roof. Plbg. Appliance-Firepl.-Clearance to Opngs. - ••_--- - --- —X26 Iter Well. Disconnect, Electrical, Plumbing Cara 8•I Date " Eitlerior Elec. Trim: G.F.I. Receptacle -Underground Caro_Bt Date _gt, pentifalrwtinrouphout Mouse Caro d•t Dated: ��% / Card 81 .. Osie ------- �/ Date MECN� AL (Perry -it) OK except a's A.C. Ducts. insulation 6 Support 2. Vent Fin. Exhaust above Insulation rade .._.___ two Air vent- 115V_ outlet �• 'nacu in Attic - Catd•(11 ® Dau.� 7 Ca,d•PI Date (:ard-pl pair Card•Pt Data - _-- Glass �teProtection - 419'. Gorroetnem7 from Previous Inspections Tos1�11eters Tagged: Gas -Electric t- _ at« & Sewer Connected -C/O to Grade -MO Approval _Erorgy Compliance Ceniticate-Other Certtlicates Card•©I Da:c Card -BI Dato ___ - Card -BI - O.It 7� �o---� -Card BI carn-al -Cale carpi -Ell Dale FRAMI INl.lusl OK r %cent n•r. -it F,n.tl Akek IIti, Proper M.iietial 6 Am htns illy lull' Na Sp& --1r_ b Ei .mg_{'I, rT5-knrr+d -" - r•urml Cl.11lp rivri (indi•r :: 6 Flanl Wow,: ' ;1I Strip Iii MOOS p.l prtrulI • �'I� 7 uu Stu f ut rJn1yS..Dhw.•. - .h. •' i�•rt�-" ..... _ --- •--. 1. .0 �-{'u•.1 Y✓'n" Qirr�(lwFte.tlay� '£� . ems`. y�,ji�••''•• . t..., Ir. t . i :wMr- Rrhrh-11� All A. t t••. `,I; r A It.uur• {•rult•t Iran 0-.01 Slap- Iii>. 11,6111e, t In/n. tl ru.tv.�f:-, ter 11L./,ilin.� I�la/lip-Sill 11 1t .�ll�l�limrti�y�r�•..� •CjitlZG.-�S l,' .', �/�;1G �1'/ rins j� /%/G�'•.x'r f"V/ .i .. ..._ Permit �E NrF R G Y C H R'V I F I C A T 1 0 N LOCATION A.P. No. '--� ROOF lltsscai TION OF INSULATION Material Brand Name_ Thickness(inchEs) r Thermal Resi.atance (R Value)`' EXTERIOR WALL _ 'Material Fiberglass Thickness(inches)_ CEILING Batt or Blanket Type Fiberglass Thickness(inches) /U Loose Fill Type Fiberglass Minimum ThicknesWnches) j( Area covered(ft.) FLOOR, ELEVATED Material FibF.,rglass Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches)_ FOUNDATION WALL Brand Name_ Certainteed Thermal Refaistance(R Value)_- /5P Brand Name Certainteed Thermal Revistance(R Value) '&v. ., rand Name Certainteed,-- Number of Bags Wt, per bag 2,5 Thermal _lb. Resistance(R Value) -3- 3Brand BrandName Certainteed Therfial Resistance(R Value) 157 ;;rand Name � • Thermal. Resistance(R Value)_�� " Material ;hand Name Thickness(inches) Thermal Resistance(R Value) 1 - I hereby certify that the above insulation was installed in the above building* in conformance with the State of California Energy Requirements. Hawkins Lnsulation Co., Inc. FIR14 NAME/OWNi R i SIUMTURE OF -INSTALLATION APPLICATOR 37840'7 ; STATE CONTRACTOR'S LICENSE NO. F DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. I. OWNER (Pleas print) STATt CONTRr1CTOR'S LICENSE NO. SIG OF QENE . ONTRACTOR OWNi.R -- DATE Y' THIS CERTIFICATE MIIS'T BE ON FILE WITH T11l s BUILDING DEPARTMENT PRIOR TO FINAL t , INSPECTION APPROVAL AND A COPY 'SHALL BE POSTED WITHIN THE BUILDING. January 1984 I COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 .� 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE /32147 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. if you have any question pertaining to this matter, or nee addi nal explanation, pleas contact this office immediately. Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when corre tion of work is completed. If you have any question pertaining to this gtWtter,,6r need additional explana ion, please contact this office Immediately. vl TJ ON N /l ,-9�5 —f 7 �93 A,�rvl A / d ( — 4--"�- I l � i /? , . is� 1 Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS / 196 Memorial Way, Chico — Phone: 891-2751 �! 7 County Center Drive, Oroville — Phone: 538-754 747 EIIiott.Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PE MI NC A routine inspection indicates that the following violations of County Ordinance exist at the., ve address and should be corrected. Please notify this office when corre on of work is completed. If you have any question pertaining to this matter r need additional explanation, please contact this office immediately. u / �7 c dr Z6p G -4 �S�` r/�✓� � �G/�u S d/l'nl;2� 54,11 tc f Cy '7 ra D /C' Inspector Date -- /1 n COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER 271 - '�- 7 PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when corre tion of work is completed. If you have any question pertaining to this matter r need additional explanation, please contact this office immediately. '7�; 4. �`' c� w c 7 � �,✓ �S % Zvi L� 0 Inspector Da COUNTY OF BUTTE a' DEPARTMENT OF PUBLIC WORKS f •. 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 y` Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correct'on of work is completed. If you have any question pertaining to this matter, o need additional explanation, please contact this office immediately. 0 Cr - :q ( �� �,f lr/� �Z " d� rtfG1►,� i Inspector_ L/vr Date v COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND'PERMIT P_ P MIT NO. 1-7 , a ASSESSOR_ PARCEL NUMBER y3 ZONING BUILDING PERMIT Ow TELEPHONE SO. FT. OCC. BUILDING VALUA ON 7 O O NE 'S MAINN DDR SS Y Z r O 'COAITO NAME TELEPHONE -J ••/ o CONTRACTOR'S MAILI G ADDRESS Gf Fireplace % 04>0. aO CO T UCTIO LENDER �" UN NOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAI LIN ADDRESS , d G 6 Permit Fee $77WI, 00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Ifilf?, 00 Energy Plan Checking Fee $ JpD ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee ' PLUMBING PERMIT Filing Fee 10.00 �" /,,/ �� 40 S/1 �G7 lfi- ���� �GtlC.s Each Trap 2.00 & p d Solar o e um water IN Water piping 20.00 e) (3 5.00 �.�0 LOT NO. SUBDIVISION NAME PARCEL MAP — %S Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 1 110-00 ea TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: _ Permit Fee $ O Contractor ELECTRICAL PERMIT Filing Fee 10.00 £ Jho �J 600V OR LESS Main service 100 AMP OR LESS 10.00 MOO Main service EA. ADO'L 100 AMP 2.50 �v CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Buslnes$ and Profession Code and license Is In full rce and effect. License No. Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.DWELLING OR ACDNS. (ACC. BLD) ,�zQsgft (} NEW CONSTR MULTI -OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea (POWER APPARATUS e\ SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES eAL030 2ALO 30 FIXED Ex. Occup. OUTLETS PRESID IKEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �Virin 9 15.00 Permit Fee $ v WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating } p Coolin g �,QO Hood 3,00 J Ventilation Permit it Fee $ v Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all Ia ilities, judgments sts and expenses which may in any way accrue aga nst aid Cou ty ' c ce the granting of this per it. X Date Sig at re of Applicant — Owner Contractor E] Agent A HA permit is required for excavations over 5'0" dee nd%demolition construct- I, n f structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee 70 TOTAL PERMIT FEE O CUP. CONST.TYPEJ LOOD P c PD NO s9U This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees 'DIRECT OF PUBLIC By. PER IT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. GUU G' o -u .�c�/L W NITC-D. P. W., YELLOW -A58 C880R, PINK -INSPECTOR. GOLDENROD -APPLICANT .�NQ� �- � i � . �` .. � .. i \ . ` �9 1 1 r 4 Y 1 i . � �` n •� t � r /COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS -BUILDING DIVISION ' i r 7 COUNTY CENTER DRIVE - OROVILLE, C&L.IFORNIA 95965 - TELEPHONE: 916/534541 " PERMIT APPLICATION DATA SHEET , Permit No. OWNER ( ���' A. . P. No. Proposed Building Use S Building Inspector /. �v' Date �✓ �1���-� At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. * . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans. . 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. trtu 5. Plans with Energy Design Compliance Statement. . . . . . 16. CUSD "Fees Paid" Stamp on Floor Plan . . . . .. . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . Letter of signature authorizati 10 Sanitation approval from //G �IH,ealth Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner0, Mail to owner ❑•), —15. Improvements may be required. . . . . . . . . . . . 16. Mobi lehome Installation Data. . . . . . . . . . . . Pre-Inspec.request to (Date) 17. Pre -Inspection for Required. Building Inspector _ Recorded copy of Agricultural Acknowledgment Statement. S G 19. Driveway Permit. 20. Plot plan approval from city of A ;= z 22. When yo issue the permit, process as follows: Mail t wner, Maii to contractor. Telephone 7�-' DO and hold for pic ��•office, Deliver w/inspector. Other Applicant 4611a, e Copy of plans sent Health Dept., Fire e t., Other Date The following data must be submitted prior-to'pewt issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---nail—counter by date Contractor, designer, owner, was advised of above required data by—phone —ma ll—counter by date c Plans checked by Date Plans approved by 09?��Date Sets of plans on hold in File cabinet AP folder x — G�U'70 Hours: 10:00 a.m. - 3:00 p.m. / f �G,�Lc�C�'� xy Copy—DPW ,, w T0; Building Department FROM: Environmental Health SUBJECT: SANITATION CLEARANCE OWNER Plans approved for: Hold final for: Final Clearance O.K. for: Water Supply Clearance for — bedro'om's home. Other Clearance for addition of LOC TION AP # Sewage Disposal Water Supply Water Supply Not TARIAN J',/Z /7 DATE RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX �. MISC-. ONLY) _ Bldg. Permit # i,371 2 OWNER A. P. # 541V-35--32 GENERAL �.alluation. oing requirements: (sideyards and number of permitted living units). lans signed by designer. 4�aergy Design and Compliance. 5� Existing violations on property. PLOT PLAN .._,,Ga'mplete parcel size and dimensions. 2! etbacks, sideyards, easements, etc. 3er buildings or structures. rading, fills, drainage. ood hazard. f� Special conditions on creation map or compliance document. FLOOR PLAN V/Omplete to scale plan with dimensions. t! �equired windows for light and ventilation (Sec: -,1205). 3s! Required windows for second exit (Sec. 1204). —4 skylights (Chapter 34 & Sec,. 5207) b/,jUuman impact glass (Sec. 5406). ' G/�Required room sizes, ceiling heights (Sec. 1207'). Z. G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for Jnechanical equipment.. 7/85 maintenance of Locations of water heater, heating and cooling equipment, other electrical or gas _,,equipment, and plumbing fixtures. lrage firewall, door size, and closer (Sec. 503(d)(3)). li/ 1 - 3'0" exterior exit door (Sec. 33O4(e)). 1� . pie- and wood stow ocat ion . 1/ Smoke detectors (Sec. 1210). STRUCTURAL DETAILS Y. oundation plan complete enough;:to construct building. oor construction details complete enough -:-.to construct building. Y. E evations and wall construction details complete enough,to construct building. G� Roof construction details complete enough to construct building. "5 --fireplace construction details and calcs if necessary. f,,.�Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR exposure I plywood on .exposed locations and overhangs. .PB'-rway details: landings, rise and run, head clearance, handrails (Sec. 3306). ardrail details (Sec. 1711 & 3306(j))...ick or stone veneer (Chapter 30). xterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). 7 Rafter ties or bearing ridge beam. RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) 7/85 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) rage door or porch header sizes. Adequate bracing. -14)-Ziving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. � o exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). tic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). 11 stoves, clearances, alcoves & 1 -hour shafts. ustion air for fuel burning appliances. I rs--Noise requirements on duplexes. 44.—Adobe soils - special foundation design. �bB r Retaining walls requiring design. 14 ---Unusual shape, size or split level house requiring lateral design. Retur fr Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. 87...17873 to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT RECORDED BUTTE COUNTY OFFICIAL RECORDS BY MIRY 18 AMD `18 CANDACE J. GRUBBS The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this CLERK -RECORDER FEE property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,—1 smoke, noise, and odor. Butte County has established agricultural zones which have as a `- priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvergence or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: See attached page (AP# SS -3S-37) Date: State of 6 PZ- G ) SS. County of��,�.UT%� ) Present A.P. No. JS -35 J On this me, the PROPERTY 0 ERS: p the _ day of �/� 194 before undersigned Notary Public, 6ersonally appeared Personally known to me. X Proved to me on the basis of satisfactory evidence. to be the person(s) whose names) f%/QE subscribed to the within instrument and acknowledged that executed the same for the purposes therein contain d. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Notarv'/Public �.,... OFFICI„t SEAL .1ANNIZE c;'vVOI FE m NOTARY PUBLIC - CALIFORNIA BUTTE COIJi�I;Y " My comm. expires JUL 15, 1988 0 AP# 55-35-37 DESCRIPTION: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I: Parcel 2, as shown on that certain Parcel Map entitled, "Being a portion of the N.W. 1/4 of Section 33, T.22N., R.3E., M.D.B. & M.", said Parcel Map was filed in the' Office of the Recorder of the County of Butte, State of California, on November 1, 1982, in Book 89 of Parcel Maps, at Page 75. PARCEL II: A right of way for road and public utility purposes over Parcels 1, 2 and 4, as shown on that certain Parcel Map entitled, "The N.W. 1/4 of Sec. 33, T.22N., R.3E., M.D.B. & M.", said Parcel Map was filed in the Office of the Recorder of the County of Butte, State of California, on April 1, 1976, in Book 55 of Parcel Maps, at Page 96. PARCEL III• A right of way for road and public utility purposes over that portion of Slope Oaks Court and Prospect Lane lying within the bounds of Parcels 1 and 3, as shown on that certain Parcel Map entitled, "Being a portion of the N.W. 1/4 of Section 33, T.22N., R.3E., M.D.B. & M.", said Parcel Map was filed in the Office of the Recorder of the County of Butte, State of California, on November 1, 1982, in Book 89 of Parcel Maps, at Page 75. r,. 1 �• I , r,. RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY Owner Ci d `1 Climate Zone �L Permit No.. Floor Area Compliance path: Package ❑ A ❑ B. ❑ C oint System ❑ Budget ❑ Other MIN R-VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: Roof/Ceiling Wall ❑ Slab Floor Perimeter Raised Floor (2) INFILTRATION• ❑ (A) A vapor barrier is required-in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. ® (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: (A) Location Area Glazing %Floor Area Single Double Triple Total Bldg .Z 03 11.30 ® North ,/ . 4.2 X ® East VIA ® South�— ® West 7,5—�— ❑ Skylights (B) Shading Shading Coefficient Description ■ East . %G ©y.4L 4Lot 2./1Jt•— ❑ South ® Westi-� ❑ Skylights ® (C) South Overhang Length of projection ft. Description 04J4Ii.,71 AIC- 13 (D) Moveable insulation: Area ft2 Description (E) Thermal mass ❑ Type - Area Ft.2 HC= R- MC= location ❑ Type - Area Ft. HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.z HC= R= MC= Location 7/83 FOR M 1 ❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING. VENTILATING; AIR CONDITIONING SYSTEM (A).'.Heating ❑ Central Gas Furnace % (brand and model number) SE Btu/hr (heating capacity) i Heat Pump. % J (brand and model -number) ACOP Btu/hr . (heating capacity at 47°F) ❑ Active Solar ;type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation. collector tilt rated y -intercept rated slope Other (describe) *1 (B) Cooling ❑ Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) / ® Electric Heat Pump % 3 EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. (D) AN AUTOMATIC SETBACK shall be provided for all thermostats; except those controlling heat. pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. JF (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. ® (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 s7,,,P� o Y ,—} d `: � I �lc aa- " r �. -' .E., }. � ♦ � by�c: �lr a4 p`��}sy �!'a �+z 'q+wy r +,ra g� ` 4,� ..! - .L•,4 +Xf fit• Vii' P3* �v. i�T��� �'( �..� I '.y-�•; L i �fjG b�•{ ••zr` � :+ .6';. -wr •�;y. 'K64'�,F ti'+��!'.l. °'. �'�+„ ;C>. fa ', ! Ah XwA y!r°s !tk"t f tk� t,? •y r q. i NK An yra� } �.Tx'�,,r�• ts� j iS ti �xi5p 4 '" (•5 �e j _ r "!. ,... .;_� - .i' „»s : A � ` S'+sjt`+ +yrr.•.S.�Ei�s�.A'It�2+�4,�' i?� . .. • ! - %? 7 0•°.t.�'� a.��;i �r <'a '" k+tj t.: � �i.'i ° rt�.+ �' �y,S r ... 4��<: .. y.7:'' ,. _ ..! •.!1�'i �4�k�• s��?,��Ay K oE:.•r ���i�, F�B 1i �iau.-r.! .-��. 1.�"rrK� .y:!. , Y•� , 9� �,. �a ���_: t � ��Y..PI ?��M'�4L Stiff key ,� F"(: �( 2�.5�,1'f -� ,��+} fi rte'§ - viKr c'' ' £'. au'rry 1'+'.� i � ! �+�� '�' �f�• '�}i --.,, {,P• .�. a �+ `� ' E S ��..r - :+: ,. - r.'... 1 >y i ��•=-. �>rT+ r¢:.c ,+� ,ems �`� r }y}, }, ; � n IR � ..I, � ,c,H, • .. }_ •_ i'.t . .> . `cy�,'31'- � � vri* �r g��3+ �.�., r, y �a s t i lt,i',�: �q T�vfi7s :i. .. Y �'=; `-',n•1,,'. i ISAI 47- Ar : Is Y R � .... .....,%, x • v.�,y, ... A.. • , .. p . -e. �Kr� ayK- >' �� "v'4' ..�, �+nY 'j• �': 'reel. 9 r,,.�'i� y .r •.xt .tr Fq � Y, c�,. t ..,n, } ;�Sz `� rb.^,, G. j np nom.{ � p• a I � •� �t c a w. �"� xAt� � �'! t a �' + �; i ��..c.R,zi'"�i. n �F T+ � ' s,. s r ..er�:t t +'. ��:x��&"wc � 'n• � ,aR "•.3 atr.+r�� dG, fi•..'w,.. �.. M:L ::k� t'2:"� it l;d' i�Yrcr t. J >."+°xi, y-17, kill r �^ � 2 _ ^t � k.,,. xi , !,`d F �M" vY�p iyy`.M ti. t •, � . .J i+R .�. �1 �I 1 I � .. r . I + y-._ �� s^y'••,� � ��`y6,! +L' '}. +.,A Pow+ -.j .irai� �xu`.� .fi_ n w r a! r ra. '+t '!. •rK �) ;.' + ! .ffi 7.' M E F k•! + ° �" -a° �3' c' 7 5�' qA 9a^' q�� "+ Zx. �� .. i -;'R 1 � � y Zz `. .i � ,R �^'t �� e.�•A .j �>'!1!'r •�' J $ � eZ � i ^e ,. Ovci • I'++ _ ,� I, „� v Y4G -1v, 4f++t!t� AR'r Cyd =+a Y , FIS° i f `:4 _ }� , n r, . •r k 'f4 7 s i!r'�J i q1 :...:;.7.'t' I''> '!. }+ t �,.' ,��� fit. �+•6+i� i+yj't �'i'" 7r .. uY,,, `` r y�•ir}•.t +4-�K MON �PNsz [ .. x'• F'+ r ..o 01 ��r• 5 ty��.l" r: :;a a � �`4 :+ .:_ d 4��' +r 3 1 ,•c�„ d iY+ r+ tt+"/ . �S �t n,. �� i .A • tr9 .�,,yy�� `! T��'{�d3tk'L 1 T � � 'ni ¢ M'�`{{���y`'{ �Y,� , �{ '� c'S � • pub<, w' e� ti +p 411 AF �.�WiF �"%::.�3^�tlt�t �#1.-`•:%�1� .+,.:a`ilr s. �*�".�..v�i. i'�'7, .;!�4: c.�>rt��..,..M - �?'�'t.}:�7'". � . . .. '��`ia_ -!. � ''t..�,•a-�Ci ►•��ii't�w FORM (6) DOMESTIC WATER SYSTEM ❑ -(A) Gas Only Gallons (brand and model number) (tank size) Heat Pump w/ElectriccBackup (brand and model number) Gallons (tank size) 13 Active Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft :(backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ® Other / # ST fid, �cXJ (Describe) ® :(B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam.and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature 30 °, elevations ,9V 0 ', heating load C;S.Y,%TU elevation factor x heating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperature 9y °, cooling load 0W85bBTU (USE ONLY AS A SIZING GUIDE, COOLING MAY BE INADEQUATE) *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 c ff Tp mow SIGNATURE OF B OR APPLICANT nut, "i Am Sae Y'l son VIA it "m MM Noe .......... nut, TOTAL POINTS Table 3-1. Slab Floor Points I In-ils- ( R -Value of Insulation I tiun I I Depth, T- ^� ( Inches 1 0-2 I -4 15-6 1 7+ 1 t o-1 oNE li I-3 1-3 I .y OWNER Af POINTS PERMIT NO.- 1,7 SIGNED ACTUAL 1. SLAB - INSULATION 1 0 1 20 + i -5 ( 2. P.AISED FLOOR - R-19 A` BC +4 3. CEILING - R-30- P, ^v 4. WALL - R-19 ki / I Total 5. NOrTH GLAZING - 2.44.3.6% .42 I Total 6. EAST GLAZING - 2.5-3.6% (0•7 Trpl, I 2.5- 3.6 I I Z of I Sngl, I Dbl, r_T_rp__1,7 I Floor 7. SOUTH GLAZING - 1.6-3.6% Raised Floor Points , J I (U - I (U - I (U - I I Area �•� ...► S. WEST GLAZING - 2.9-3.6% 1 1.10) 1 0.65).1 0.41)1 1 9. SKYLIGHT - 0-1.3% 3 - 7 I -6 I 10. SHADING (Exclude Overhang) I -4 i -3 I ( 4.3- 5.0 ( EAST - .66 . G I -8 i 8 - 12 SOUTH - .19-.42 I 5.7- 6.7 I -10 1• -6• I WEST - .13-.36 I I 5.1- 5.6 I -16 I -12 .SKYLIGHT - .37-.57 13 - 18 �- 11. HORIZONTAL SOUTH OVERHANG 2' I ��I -7 I 12. MOVABLE INSULATION - NONE '- I -12 I 13. INFILTRATION (Standard=0)(Tight=+12) 5 �- 14. THERMAL MASS SF I I 6.3- 6.9 I -21 15. GAS FURNACE (SE) 71-76% I 1 16. HEAT PU11P (EER) 7.5-7.9% I -12 i -10 17. DUAL PACK (SE, SEER) 8,0-8.3/71-76% I -18 I -15 I WOOD STOVE I 9.8-11.2 I -21 / A)Sr WATER CHEATER -13 $ -� -26 ATTIC-<__'j�2 - '!a i -17 I OTHER -25 i -18 I TOTAL POINTS Table 3-1. Slab Floor Points I In-ils- ( R -Value of Insulation I tiun I I Depth, T- ^� ( Inches 1 0-2 I -4 15-6 1 7+ 1 t o-1 1-3 I-3 1-3 I I 12 - IS S 5 I -3 1 -2 I -1 I I 16 - 191 -5 1 -2 1 -1 1 0 1 20 + i -5 1 -1 i 0 i +1 7/7/83 Table 3-2. Table 3-3a. Ceiling Insulation A-Valua of Insulation I Points 19 I -4 22 I -2 .,8 i .0 up to 1.3 I + 49 I +4 Table 3-4a. Wall Insulation Points I R -Value of Insulation I Points I 11 1 -7 119 I 0 24 I +� 30 I +3 Tar ble 3-5. North -Facing Glazing Pte I I Glazing Type I Total I 1 1 x of ST. Dbl, TrpI, I Floor I U- I U- I U. I Area 10.66 10.42- 10.41 I 11.10 10.65 I down O +, 1 a 4 ;74- 0.1- -1 10.1- 1 2 1 +4I +4 I 1.3- 2.3 I +1 I +2 +2 I 2.4- 3.6 I -2 I 0 1 +1 3.7- 4.8 I -4 1 -2 I -1 4.9- 6.1 I -7 1 -4 ' -3 6.2- 7.3 i -9 i -6 I -5 i 7.4- 8.2 I -12 I -8 I -7 1 8.3- 9.7 I -14 I -10 I -8 ( 9.8-10.8 I -17 ( -12 I -10 1 10.9-12.0 I -19 1 -14 I -12 1 12.1-13.2 I -22 I -16 I -13 113.3-14.5 I -24 I -18 I -13 114.6-15.3 1 -27 I -20 1 -17 Table 3-7. Total I of Floor Area -Facing Glazing Pts Table 3-10. Shading Coefficient Points Glazing Type I I SC by I - . .. 1 I Orlen- 1 2 Floor Area W., i (U-, ` - 1.10) 10. ) I 0.41) I 1 oints 1ponts 1 ointsl I up to 1.5 I +2 I- I +2 I 1 1.6- 3.6 I 1 0 I 0 1 I 3.7- 5.2 I -4 I -2 I -2 I ( 5.3- 6.5 -6 I -4 ( -3 1 7. I -9 ( -6 I =5 I .9 1 -11 i -8 1 -7 I II19.-0I -13 -10. -9 1 .1-LI.0 7 -13 -11 1 II I =16 I -14 I 1 13.1-14.5.1 -25 I -19 I -16 I. 114.6-16.0 1 -28 1 -22 I -19 I Table 3-8. West -Facing Clazin Pts. ( I Glazing Type I I Total I I 1 x of I Sngl, I Dbl, I Trp7I I Floor I (U - I (U - I (U - I I Area i 1.10) 1 0.65) 10.41)1 I Iointe I oints I ointsl O +i +6 +i I up to 1.3 1 +5 1 +6 I +6 1 I 1.4- 2.2 1 +3 I +4 I +5 1 I 2.1- 2.8 I 0 1 +2 I +3 I I 2.9- 3.6 I -3 ( 0 1 +1 I I 3- 7- 4.2 I -5 I -2 0 I I I 4.3- 5.0 I -8 I T I -2 I I 5.1- 5.6 1 -10 I -6 I -4 I 5.7- 6.2 1 -13 1 -8 I -6 1 I 6.3- 6.9 1 -15 1 -10 I -1 I 7.0-7.6 1 -18 1 -12 I -9 I 7.7- 8.2 1 -20 1 -14 I -11 I 1 8.3- 8.8 1 -22 I -16 I -13 I 1 8.9- 9.5 1 -25 I -18 I -15 I I 9.6-10.1 I -27 -20 I -16 I 1 10.2-11.0 1 -29 1 -23 I -17 I 1 11.1-11.8 I -35 I -26 1 -21 111.9-12.7 I -38 1 -29 I -24' I 12.8-13.5 I -42 I -32 I -27 I 13.6-14.3 I -46 I -35 I' -29 1 14.4-15.2 1 -50 1 -38 1•-32 1 A -Value of Insulation I I I Points I I�-I1oints 1 1 3.2 I Ipoints 1 �le up to 1.3 I Table 3-9. Skylight Points I 0 3-6. -Facing Glazing Pts. I 1 1 up to 1.3 1 +3 ( +4 I +4 last 1 I Glazing Type i 1 I to Glazing Type I I Total I 1 -- - I Total I I I 2 of T Sngl, I Dbl, I Trpl, I 2.5- 3.6 I I Z of I Sngl, I Dbl, r_T_rp__1,7 I Floor I U- I U- I U- I Raised Floor Points I Floor I (U - I (U - I (U - I I Area 1 0.66- 10.42- 1 0.41 1 I -2 I I Area 1 1.10) 1 0.65).1 0.41)1 1 1 1.10 1 0.65 1 down I A -Value of Insulation I I I Points I I�-I1oints 1 1 3.2 I Ipoints 1 ointsl up to 1.3 I -1 I 0 I 0 1 II + 4 1 #4 ++ I 0 I 0 I ♦1 I 1 1 up to 1.3 1 +3 ( +4 I +4 I I 1.4- 2.2 I -3 I -2 i -1 I 1 I to I 1.4- 2.4 1 +1. I +2 I +2 I I 2.3- 2.8 I -6 I -4 i -3 1 below 3 I -12 I I 2.5- 3.6 I -2 I O I 0 1 I 2.9- 3.6 I -9 I -6 I -5 I 3- 4 1 -8 I I 3.7- 4.6 I -5 I -2 I -1 I I 3.7- 4.2 1 -11 I -8 I -6 I 3 - 7 I -6 I I 4.7- 5.6 I -8 I -4 i -3 I ( 4.3- 5.0 ( -14 I -10 I -8 i 8 - 12 I -4' I I 5.7- 6.7 I -10 1• -6• I -5 I I 5.1- 5.6 I -16 I -12 I -10 1 13 - 18 I 4 I I .8-�7 rj -13 I ��I -7 I I 5.7- 6.2 I -19 I -14 I -12 I 19+ I 0 I I 7.8- 8.7 I -15 I -10 I -Q I I 6.3- 6.9 I -21 I -16 I -13 I I 1 I 8.8- 9.7 1 -1.7 I -12 i -10 1 I 7.0- 7.6 I -24 I -18 I -15 I I 9.8-11.2 I -21 I.-15 I -13 1 I 7.7- 8.2 I -26 I -20 i -17 I 1 11.3-12.7 I -25 i -18 I -15 1 I 8.3- 8.8 I -28 I -22 I -19 I 112.8-14.0 I -28 I -21 I -18 i I 8.9- 9.5 ( -31 i -24 I -21 I 14.1-15.3 I -32 1 -24 I -20 i I' 9.6-10.1 I -33 I -26 I -22 I -- -a-- -+-------- --..-._..�-------�---� - tation 0 I I test 1 1 3.2 I I 10-3.1 i to 1 6.4 up I I I 6.3 I I 0 -.19 I 0 1 +1 ( +2 I .20-.36 I 0 I 0 I ♦1 I 37-.66 I 0 I 0 I 0 I .67-.82 I 0 I 0 ( --y- .83 up i 0 1 -1 i -2 I South 1 0 1 3.2 1 6.4 1 8:0 ( 9.6 1 I to I to I' to I to I up 1 I 3.1 I I 6.3 I 7.9 I 9.5 1 1 +1 I +2 I +2 I +3 1 0 -.18 1 0 I .19-.42 1 0 1 0 1 0 1 0 1 0 I .43-.66 1 0 1 -1 I -2 I -2 I -3 .67 up 1 0 1 -2 1 -4 I -4 I -6 West I .1 1 1.6 1 3.2 1 6.4 1 8.0 I to 1 to 1 to I to I up 1.5 i 3.1 i 6.3 i 7.9 0-.12 I 0 1 +1 I +3 I +6 1 +7 .13-.36 i 0 1 0 1 0 1 0 1 0 .37-.57 I 0 1 -1 I -3 I -6 I -7 .58-.82 I -1 I -3 I -6 I -12 1 -15 .83 up I I -2 1 -4 I 8 C-16 1 -20 I I 1• i Skylight I .1 1 .8 11.6,1 3.2 14.0 I to I to1 I. to I to 1 .7 1 1.5 3.1 13.9 15.2 0-.12 1 0 +1 I +3 I +6 I +7 .13-.36 I 1 0 1 0 1 0 1 0 .37-.57 0 1 -1 i -3 I -6 I -- 58-.8 -6 I -12 1 -. -16 i -20 Table 3-11. Horizontal South Overhane Points South Glazing I Length Out I Area, 2 of Floor I 1 from Wall 1 1 I ft T I 1 0-6.3 I 6.4 up 1 I I I I 0 - 0.5 1 -2 -4 1 I U, =-T'.9 1 -11 -:2 1 2.0 up i 0 i 0 Table 3-12. Movable Insulation Points I Moveable Insulatlon'l / I Area, I of Floor -l/ Points 0- 5- I 0 I 5.6 - .5 i +2 1 11.6 7.5 ( +4 I 17. - 23.5 I +6 1 I +6 I _23.6+ Table 3-13. Infiltration Control Pent_.res Points I Comtrol Features I Points I T I I Standard 0.9 air changes per hr Tight 0.6 air changes per hr Table 3-15. Cas Furnace Without Refrigeration Cool!r.e Points I Seasonal Efficiency I Points I I (SE), I 1 I I 71-76 I 0 1 I 77 - 82 I +2 I I 83 - 8e I +4 I I 89 - 94 I +6 I 1 95 up I I I +8 I I I 8.8 - 9.1 Table 3-1E. Feat Pumo Points I Energy Efficiency I Points I I Ratio; (EEA) I I I 7.5 - 7.9 1 +3 I I S.0 - 8.3 I +6 I I 8.4 - 8.7 I +9 I I 8.8 - 9.1 I +12 I 1 9.2 - 9.6 I +13 1 I 9.7 - 10.2 I +18 I I 10,3 - 10.8 1 +21 I I 10.9 - 11.5 I +24 I I 11.6 - 12.3 I +27 I I 12.4 I - 13.2 I I +30 I I Table 3-17. Cas Furnace With Refrlv.eration Cooling Po 'Refrigeracionl Cas I Cooling I SE I 1 761 1 8.0 - 8.3 01 +21 +41 +61 +8 1 1 8.4 - 8. +21 +41 +61 +41+10 1 1 8.S - .2 I +41 +61 +E1+101+12 1 I 9.? 9.7 1 +61 +81+101+121+14 1 1 �- 10.3 1 +31 f1 n1+121+141+16 1 I _. 0.4 - 10.9 1+101+L2i+141+16i+13 I 111.0 - 11.5 1+121+141+161+'181+20 1 7/7/83 TOME i1 TABLE 3-14 (ADA/TED) INTERIOR THERMAL MASS POINTS �• "Act AREA Floor Area 1,000 per un1.t, ft 2. I Gas Only I I I 1.600 I Beat Prop I I ' at P -P 0 1 I Solar with Electric 1 2,000� I Re'012tanCe Backup I i ( Meeting the Require- I 2,500 0.9 i3 -i9 I 3.000 40- 50-59 � 3.500 600-799 0 � 1,000 +10 +14 I 4.sc0 +24 800-999 0 5_,000 i sq. PT. I A 8 C D A 6 C 0 A B C 0 A 8 C D A 8 C- 0 A 6 C 0 A 6 C D I A 6 v p A 6 11 99 C L, +5• +10 +L4 +19 _ +24 +29 r +34 00-999 0 +4 +9 +13 +17 +21 +26 +30 I,00D•1,199 0 +4 +7 +11 +15 +•19 +22 +26 1.20ri-1.499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,999 0 +2 +5 +7 +9 +12 +14 +le 2,000-:,199 0 +2 50 2 2 2 2 2 2 2 0 1 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 001 0 0. 0 0 3 100. 4 4 4 2 2 2 2 2 2 2 2 2' 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 0. 0 0 0 1 0 1 150 6 6 6 4 4 4 4 2 2 *2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 2 O I 200 8 8 6 4 6 6 4 2 4 4 / 2 4 4 2 2 2 2 .2 2 2 .2 2",V 2 2 2 2 2 2 2 2 2 259 1010 8 6 6 6 6 / 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 300 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4' 2 1 7 2 2 2 2 7. 2 Z 2 7' 2. 2 2 2 350 14 14 12 8 10 10 8 6 6 6 6 4 6 6 6 2 6 4 4 2✓ 4 4 1. 2 4 4 2 2 4 4 2 7 2 2 7 2 100 14 11 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6/ 2 4 i 4 2 4 4 4 2 I 1 1 2 Z i 4 2 2 $03 18 IS 16 10 12 12 10 6 10 10 6 6 R 8 6 1 6 6 4 6 �6 6 2 6 6 4 4 4 4 2 600 22 20 18 12 14 14 12 8 12 12 10 G 10 10 8 6 �8 8 6 4 8 G 6 4 6 6 6 4 I 6 6. 4 2I 6 6 4 2 1 709 24 24 20 14 18 16 18 10 14 14 12 8 10 10 10/may 10 10 8 6 e e \6 4 8 6. 6 4 6 A 5 41 6 6 6 P. 230 26 24 22 16 70 16 16 10 11 16 12 8 12 10 11: 6 10 10 a 6 10 R 8 4 I ! 6 6 1 8 6 6 II 6 6 6 4 903 1,000 28 28 74 l0 16 22 20 18 12 16 16 14 10 14:",j,,41-0,'2 b I2 12 10 6 10 10 3 , 6 0 110 8 ' B 4 6 a 6 1 1 B 6 6 c i 30 26 18 Z2 20 20 14 18 18 16 10 14 12 8 12 12 106 12 10 10 •6 10 6 6 8 8 8 4 6 6 i i 1.:OU 32 32 28 Z 24 24 22 14 20 20 18 lye 16 16 1! 8 14 14 12 8 12 12 _10 ._6 10 10 6 19 10 8 E 10 e e 1,200 34 32 30 22 26 26 22 16 22 20 1 12 18 18 14 10 14 14 12 14 12 12` 8 1.10 12 12 10 6 I10 10 B 6 10 In 8 6 i 1,300 34 34 32 22 28 26 24 16 22t,1-2 20 12 18 is Ie 10 1u 14 14= . 8 1 12 112 8 12 12 10 6 12 10 10 6� 10 10 E 6 1,.00 34 ' 34 32 24 28 28 26 18 �2 26/ 24 20 14 20 20 18 12 18 16 14 10 14 14 12 8 14 14 12 8 12 1' :G t; 10 13 17 4 1,500 136 34 3/ 21 30 30 26 1 2/ 24 22 14 22 20 16 12 18 16 .16 10 16 16 14' 8 14 14 12 tl 17 12 10 61 ;2 12 1'. 1 o i 2,300 34 34 32 22 30 30 26 IB 26 26 22 16 22 22 20 14 I20 20 18 12 18 18 16 10 16 16 i4 GI 14 11 12 3 I 2,50'! I 31 34 30 22 30 30 26 l8 26 26 24 16 24 24 22. 14 22 22 19 :2 20 20 16 t: 19 15 16 '0 ].CGO 34 32 30 22 30 30 26 18 28 26 24 16 I24 24 22 14 22 22 20 14 r: .3 it 1k i 3.500 32 32 30 20 30 30 26 ld �29 28 24 16 26 24 22 14 1 !4 24 20 14 ' 4,030 -- _ - 32 32 30 20 30 30 26 18 ' 76 28 24 16 'J.S 25 2Z If 4.503 32 32 28 20 30 30 26 le 5.003 32 17 2i 23 I IJ ;u 76 1 d t A) 1. 3'i Cancrete Slab: HC•8.93; R-.29; Factor -7.3 2. 3 3/4' Thick Common Brick: IIC-7.125; R-.13; Factor -7.3 B) 1. 54' Concrete Slab: MC -1'4.106; /1•.418; factor•7.1 C 1. b' Solid Filled Block: HC -20.63; R-1.93; Factor•6.1 2. S' Solid Filled Block With Both Sides Exposed To Conditioned Air. NOTE: Use all square footage directly exposed to Conditioned air for Thereal'Mass Area: HC -10.164; R-.965; Factor -6.1 0) 1' Thick Con crete/T ilei MC -2.55; R•.083; Factor! -3.7 Table 3-19. tonally Controlled Electric Reslotancs Space Heating Points Points for this measure v111^I be completed after the CL -C I I has approved an Alternative i Component Package for Resistance 'I I Beat. Table 3-15. Active Solar Space Heacins vitn i;as Points I Net Solar Fraetton I Points I (NSF), x I I I 0-6 I 0 I I 7 - 14 i +2 I I 15 - 23 j +4 i i 24 - 30 I +6 I I 31 - 39 j +8 1 I 40 - 47 I +10 i I 48 - 55 I +12 I 56 - 63 I +1 411 I I 64 - 71 1",.,4 �6 I I 72 up it +20 I I I 'r.kl. 9 -In e..1.- u u.._.._ wood stove #33 poinfs'(no back up) casablanca fan + l.point .ultlfamil (pier unitpoints) Floor Area Net Solar Fraction (NSF), Z per un1.t, ft 2. I Gas Only I I I 0 i 1 I Beat Prop I I ' at P -P 0 1 I Solar with Electric 1 I I Re'012tanCe Backup I i ( Meeting the Require- I 0.9 i3 -i9 2ir2i 30-39 40- 50-59 60-69 70-79 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8 +10 +12 +14 1,500-1,999 0 +3 +•4 +6 +7 +8 +10 2 (100 and u +1 +2 +4 +5 +6 +7 +9 All other per buildinr points) 11 99 0 +5• +10 +L4 +19 _ +24 +29 r +34 00-999 0 +4 +9 +13 +17 +21 +26 +30 I,00D•1,199 0 +4 +7 +11 +15 +•19 +22 +26 1.20ri-1.499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,999 0 +2 +5 +7 +9 +12 +14 +le 2,000-:,199 0 +2 +3 +5 +7 +8 +10 +11 3,nG•0 ,,.d uo 0 +1 +3 +S +5 +•7 +S +10 Table 3-21. Other Water Heating Pts. 1 I System Type I Points I I Gas Only I I I 0 i 1 I Beat Prop I I ' at P -P 0 1 I Solar with Electric 1 I I Re'012tanCe Backup I i ( Meeting the Require- I I ments !u Part 2 I I 0 i I I Electric Resistance I I I I On Ii I I -40 ; I STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Go,,,,, CALIFORNIA ENERGY COMMISSION 1516 NINTH STREET re t SACRAMENTO, CA 95814 VORKSHEET TWO: INSTARiTANEOUS TYPE GAS OR INSTAKTANEOUS TYPE ELECTRIC FOR SHOWING COMPLIANCE WITH RESIDENTIAL BUILDING ENERGY EFFICIENCY STANDARDS WATER HEATING BUDGETS EQUIPMENT DATA 1 Water heater type 16 Enter IE or IG 2 2 Manufacturer TAlEem a e From building plans 3 Model number q4 N— From building plans 4 Ignition device NA GP, gas pilot or IID, intermittent ignition device 5 Tank volume N/A Total gallons, from CEC Appliance Directory 6- Recovery efficiency 91, Percent from CEC Appliance Directory x .01 7 Standby loss N/A Percent/hour, from CEC Appliance Directory 8 Rated input N/A Btu/hr, from CEC Appliance Directory NSA Watt-hr/yr, see Table 3 11 (1 kWh = 3413 Btu) 9 Number of Heaters I From building plans B OPERATING DATA 1 Climate Zone II See Appendix D 2 Water heating budget 29,400 KBtu/yr/unit, see Table 1 3 Tank set temp. 140 °F, fixed input 4 Water main temp. (P5 °F, see Table 1 5 Daily hot water load 50 50 or 35 gallons/unit, see Table 1 6 Ambient air temp. N/A °F, see Table 1 7 Adj Standby Losses N/A See Table 2 8 No./dwelling units I From building plans 9 Number of pumps N/A From building plans 10 Pumping energy NSA Watt-hr/yr, see Table 3 11 Pilot light energy NIA KBtu/yr, Electric: NA; Gas: 8760 per pilot light 1 Credit name 2 Annual savings 1 Recovery load 2 Recovery energy 3 Pilot light energy 4 Pumping energy 5 Total energy 6 Water heating budget comparison* 7 Water heating budget N/A See Table 5 V A KBtu/yr, see Table 5 1� TI Z ([B5 x 8.25 x (140-134) 1/A6 IIZg2/. q� B11 x A9 0-i x 365 x .001) - C2) x B8 x V013- 01 x I z Ilzq?, B9 x B10 x 3.413 x 3 x .001 3528 GAS SYSTEMS: (D2 + D3 + D4)/B8 ELECTRI ([(D2 + D3) x 31 + D4)/B8 o 35 285 All- 14S$� KBtu/yr/unit - D5 so400- 159aq -17 Points (D6/conditioned floor area per dwelling unit) x 2(-I0;ss" )X2= -17 1 point = .5 KBtu/yr int * If positive, the system complies. If negative, the system does not comply. Ci.y �1et—C. 5 6 ts----------------------- CALCULATION OF WATER HEATING ENERGY FOR TITLE 24 COMPLIANCE �/a / Ph WORKSHEET 2 (Instantaneous Electric Water Heater(.) - PROJECT DAIA TITLE FLOOR AREA 1-750 FT2 A. ------------ EQUIPMENT DATA 1, WATER HEATER TYPE ELECTRIC INSTANTANEOUS 2. MANUFACTURER R MODEL ri THERMAR HP 9024 4. IGNITION DEVICE N/A 5. TANK CAPACITY 0 GALLONS G. RECOVERY EFFICIENCY 9G PERCENT 7.. STANDBY LOSS 0 PERCENT 8. HOURLY INPUT RATE 30717 BTU/HR P. ------------- OPERATING DATA 1. CLIMATE 7 -ONE 11 2. WATER HEATING BUDGET 20400 KBTU/YR/TWIT 3. SPACE IIEATING BUDGET N/A KBTU/Y.0/SQFT 4. TANK SET POINT TEMP 140 DEG. F 5- CITY WATER MAIN TEMP. GS DEG. F G. DAILY RIOT WATER LOAD 50 GAL/DAY/UNIT- AL/DAY/UNIT7.; 7- ' AMBIENTAIR TEMP. 62.8 OEG.F• S. ADJUSTED STANDBY LOSS 0 PERCENT 9. NUMBER OF DWELLING UNITS 1 UNITS 10. NUMBER OF PUMPS 0 } II. PUMPING rNERGY 0 WATT-ITR/YR 12. RIOT WATER PIPE LENGTH 0 FT 13. ANNUAL PIPE LOSS ENERGY 0 I;BTU/YR C. ---------------------------------- WATER IIEATING ENERGY CREDITS CREDIT NAME PINS �. ANNUAL ENERGY SAVINGS 4511.5 l;9TU/YR D. WATER HEATING ENERGY ---------------------- 1. ANNUAL RECOVERY LOAD ANNUAL RECOVERY ENERGY 3. PILOT LIGHT ENERGY 4. PUMPING ENERGY afi• TOTAL H2O HEATING ENERGY IJATER HEATING BUDGET COMPLIANCE 7. WATER IIEATING BUDGET U. ADJUSTED WATER HEATING BUDGET COMPLIANCE 10. WATER HTG COMPLIANCE POINTS 11292 KBTU/YR 117G3 KBTU/YR 0 KBTU/YR 0 KBTU/YR 21754 KBTU/YRS -1354 I(BTU/YR -0.74 KBTU/YR/SF -1.5 POINTS i ljr J.7-37-3 11 S fop e Oaks Paruclis e zS,911 i PIPE INSULATION CREDIT CALCULATION 1. UNINSULATED PIPE LOSS PIPE DIAMETER 0.7S INCH PIPE LOSS PER FOOT 79.5 KBTU/YR/FT �. INSULATED PIPE LOSS INSULATION THICKNESS 0.5 INCH PIPE LOSS PER FOOT 2.3 I!BTU/YR/FT 3. BUILDING PIPE LENGTH 95.6 FEET C2. PIPE INSULATION CREDIT 4511.5 -i a ryy IL BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 11 SLOPE OAKS CT Owner: Permit N0: B08-1306 APN: 055-350-037 ROCHELEAU, ROBERT E & LO Issued Date: 07/09/2008 By KCG Permit type: MISCELLANEOUS 11 SLOPE OAKS CT Subtype: Electrical PARADISE, CA 95969 Expiration Date: 07/09/2009 Description: TEMP POWER POLE: FIRE DAMA (530) 872-9025 Occupancy: Zoning: U 00 Contractor Applicant: Square Footage: ROCHELEAU, ROBERT E & I Building Garage Remdl/Addn 11 SLOPE OAKS CT PARADISE, CA 95969 Other Porch/Patio Total (530)872-9025 FEE INFORMATION DBE Temporary Pole $59.00 Total Charged: $59.00 Fees Paid: $59.00 Balance Due: $0.00 Receipt No: B7927 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 07/09/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (See. 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 WORKERS' COMPENSATION DECLARATION - I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by �1 I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section nee not a completed if the permit is or one a hundred dollars ($100) or ess. ❑ I AM EXEMPT under Section B. & P.C. for this reason: NI 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 Ly„ 07/09/2008 compensation provisions of Section 3700 of the Labor Code, 1 shall forthwith comply with those Owner's Signature Date X07/09/2008 77��,4 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 ordinarces, rules, regulations, and State laws relating to building Signa ure 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 by, arising out of, or in any way cornected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pro owytEr or am authorized to act on the property owners behalf. 07/09/2008 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for me of Permi ee SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) nowner' ❑ Contractor OR; Agent for Owner ❑Agent for Contractor FILE COPY Lender's Address City State Zip i 41 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.netldds PLEASE PRINT CLEARLY PERMIT NO. BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name Firs ame �r Mailind ress City 2 State CA Zip 7 Phone Fax E-mail APPLICANT INFORMATION CONTRACTOR Name City Address Zip City Fax State Zip Phone Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X PROJECT LOCATION AP# 55"n 27 Property Address City ' WORKER'S COMPENSATION. Policy Number Carrier If hiring anyone other than licensed 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. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning FloodZone SRA Yes No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. I. I PERSONALLY PLAN TOP VIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (YES ORn 2. I (OV 3AVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME Ke- tt l 9 6 C ffl�I- � ADDRESS CITY PHONE A17? (���1/ CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: TEMP POWER POLE: FIRE DAMAGE (EDS08-0149) Reference Number: B08-1306 Applicant Name: ROCHELEAU, ROBERT E & LORRAINE Owner's Name: ROCHELE , R ERT E & LORRAINE AP # : 055-350-037 Signature of Property Owner: Date: 7 Q b BUTTE COUNTY AREA DEPARTMENT OF DEVELOPMENT SERVICES 3 INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B07-1269 Issued: 06/11/2007 Address: 11 SLOPE OAKS CT Area: PARADISE Owner: ROCHELEAU, ROBERT .APN: 055-350-037 Applicant: ROCHELEAU, ROBERT Map Page: Permit Type: Electrical Description: NEW CIRCUT BREAKER Flood Zone: None SRA Area: Yes SETBACKS Front Setback: Side Setback: Rear Setback: Other Setback: Minimum Setback From Centerline of Street: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test House 404 Gas Test Yard 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Holdowns/Straps 122 Shearwall/B.W.P.-Interior 135 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Shower Pan/Tub Test 408 Fire Sprinkler Test 702 Fire Sprinkler Final 702 Finds Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Pool Final 802 Mobile Home Final 802 Ins ection Type I IVR I INSP I DATE Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Swimming Pools Setbacks 132 Pool Plumbing Test 504 Gas Test 404 Pre-Gunute 506 Pool ElecBonding/Light Nitch 502 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 132 Blocking/Underpining 612 Tiedown/Foundation System 611 Site Utilities/Trench Insp. 137 Gas Test Yard 404 Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: Public Works Fina 538-7681 Fire Department/CDF 538-6837 cxt 169 Env. Health Final 538-7281 Sewer District Final **PROJECT FINAL 801 1 1 Z, -rrolect anal is a cernncate of Occupancy for (Kesidential Only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PVIOR TO EXPIRATION Inspector Copy ►7 BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION OFFICE h: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds BIN # . **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Nam h e Namq lbO Mailing AM s �, I t City State Zi 6 Pho 3 ' qUYs Fax PQ 7,21 by E-mail CONTRACTOR Name Address City State Zip Phone Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City AddrdSs Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE PROJECT LOCATION All 0 c_ 2'.�—(7) 5Q3,,,7 Property Address ` 0 City WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: tJllti Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes No Occ. Type Const. I 66M, DATE 112412006 REPORT TIME 13:53 INCIDENT NUMBER EVENT NUMBE LOCAL FIRE NUMBE STATE FIRE NUMBER CASE NUMBER LOCATION u11 SLOPE OAKS CT RP CHRIS I PHONE NUMBER 87��7-0849 917 992 LOGGED B JK I ARt I gyral Fires RO CAUDILL J 22! I aaf Cfatw Fires AfFirnrc BI I ARti:ARw MEDICS PRA jH4 ECC ❑ I REPORT METHO 1911 WILDLAND FIRES ❑ ESTIMATED ACRES =01 FIRE INFORMATION FIRE INFO SENT HO �(`E`M��I AIL BY JK TO 35 STRUCTURE FIRE RESIDENTIAL U-----� OTHER FIRE 7 -DAY LOGGED - INITIALS MEDICAL AIDS INCIDENT NAM SLOPE PSA/OTHER START DATE 1/24/20061 START TIME 11:001 HAZ MAT DIAMOND # Billable Incident ❑ CAUSE ,ELECTRICAL POWER COMMENTS LAND USE DOMESTIC ACRES O TYPE OF ACRE DIAMOND 5 ONLY $ DAMAGE TYPE DOLLAR DAMAGE 100000.001 SAVE 150000.001 INJURIES/FATALITIES ❑ # CIVILIAN INJURIES 01 # CIVILIAN FATALITIES 03 EMD ❑ OES ❑ Interesting Event # FF INJURIE of # FF FATALITIES 0i FC -40 INFORMATION New Incident FC -40 ❑ DATE OF FC -40 INC 1 AGENCY INC # INC P# FC -40 COMP DATE FC -40 COMP BY County Notifications 0 EARS Hard Copy Recieved ❑ EARS Checked Agenst EARS Computer ❑ COUN* 6F BUTTE Oroville, California GENERAL CLAIM CLAIMANT: ROBERT ROCHELEAU ADDRESS: 11 SLOPE OAKS CT. CITY £r STATE: PARADISE CA 95969 DATE OF CLAIM: 9-5-02 IMPORTANT.- SEE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT OWNER HAS CANCELED PROJECT AND STARTING NEW. AP # 055-350-037 BP # O2 -24S-7, RECEIPT # 331680 & 354196, DATED 9-18-01 & 7-1-02, OWNER: ROBERT OCHELEAU.) TOTAL AMOUNT PAID $647. 57. RETAIN REFUND PROCESSING FEE RETAIN BUILDING FILING FEE $ 25. DO RETAIN PLUMBING FILING FEE RETAIN 20. DO RETAIN MECHANICAL FILING FEE RETAIN ENWC.Y $ 20. DO RETAIN PLANCHECKING FEE RET 134. 55 �A TOTAL AMOUNT.TO BE AINED TOTAL REFUND DUE $296. 12 TOTAL r$296-. 12 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or deliv d, and that this claim is true an as stated. ` Dated this day of 20_L,2 at Calif. i nature of CI imant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles ied above have a pe ormed or delivered and that t Budget Appropriation ( j or Specific Board Approval ( J (Check one) for the same. Dated this 11 th day of August 20 02 at OROVILLE Cali e artmen Head or uthorized Deputy Dept. Code 440-002 Exp. Code 4210500 for $25a7t2- PAYABLE FROM CON TRUCTION PERMITS Dept. Code 044)6— Exp. Code %61J-1 ^�..�„-- � � �_ PAYABLE FROM Dept Code Ex . Code PAYABLE FROM DO NOT WRITE BELOW THIS UNE • AUDITOR'S USE ONLY DEPT. b SUB. PROD. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. FOR BUILDING DIVISION USE: Receipt Information: Number: s S!:�llD YU z ( _�,sLl1 q Date: q- I g" 0 I r% - I -CMZ Issued To:,. Amount: W /I , q � Fees Retained: ' Processing Fee: . Bldg Filing Fee: v Plbg Filing Fee: ✓E/�lec Filing Fee: ✓Mech Filing Fee: VEnergy P/C Fee: ` "Plan Check Fee: Inspection Fee: V SRA Fee: Total Amount Retained TOTAL REFUND DUE $ 20 $ CA $lJ 1 vU $ $ 9 (�. CLAIMANT'S -NAME=--`'` MA1L'ING-AADDRESS ASSESSOR`PARUt _#-' RECEIPT NUMBERS) REFL ,RM qLAIWAPPLICATIO I Ll iRequest-a-refund-of fees -paid on the above receipt number(s) for the following reasons: Please: refu - •an -a 'PP licable fees in the following categories: (Check those categories Y - • (which .ou wish -to -have -refunded.) ( Building Permit Fees ( ) Sheriff Fees , Area Fees l ( ) SRA Fees (CDF Fire Planning) - ( ) . ., Urban Disposition of Plans: t M ( ) Plans retumed to me at counter ( ) Please mail plans to me at above address. ( ) Please dispose of plans. SIGNATURE DATE 09 PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 01-2347 ASSESSOR PARCEL NUMBER 055-350-037 ZONING BUILDING PERMIT OWNER ROBERT ROCHELEAU TELEPHONE 872-9045 SO. FT. O C. BUILDING VALUATION 3K 17,928-00 OWNERS MAILING ADDRESS 11 SLOPE OAKS CT, PARADISE Remodel- 9 000-00 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace' LENDER'S MAIUNG ADDRESS Total aluation $ ARCHITECT OR ENGINEER LICE NO. F.. ii Fee $ 20.00 Permit Fee $ 207.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $134-55 BUILDINGADDRESS 11 SLOPES OAKS CT PARADISE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ -384.55 LOT NO. SUBDIVISIONS NAME P CEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.00 7.00 USEOFSTRUCTUR SF OXDuplex ❑ Mobilehome ❑ Other sIFv Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition Remodel ❑ Ufil• s Instal ❑ er Describe Work: ADDITVD Gas piping system 1 - 5 outlets 15.00 Building sewer 15.0015.00 Mobile Home S G W @20.00 PERMIT FEE $ 57.00 ELECTRICAL PERMIT Fling Feel 20.00 Main Service .0V1OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty'of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 04 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall 77mply with those provisions. X�C_.c _- .a _ Date ��� Signature of Applicant - ❑ O nerr 0 Contractor ❑ Agent An OSHA permit is required for excavations over 5'0' ee and demolition or construction of structures over 3 stories in h ight. Main Service TO tOooA 46. 00 NEW CONST. DWEWNG OCCUP. SO 1 so OR ADDNS. ( Acc. eLOS. 3.50FT: 11 62 I,�oµR61DT' MULTI.OLmPr @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES � @ I'00 Ex. Occu BAL o .50 FIXED APPINS. OR Ex. Occup.ouTL>�s REs,o. Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 31.62 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation E D 15.00 PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R-1 9 CONST. TYPE VN WOTAL FEE HAZ. D. F IMP CDF PAR H U This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Infich fees have been paid. ' B;>-0/6) D to 2 PERMIT EXPIRES ON d3 ate Receipt No. SV6G WHITE-D.D.S.-x.91 $GFd - S S OR PI SPECTOR G DEN OD -APPLICANT 4 A 4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Driee • Oroville, California 95965 • Telephone (530) 538-7541PERf)v T NO. (Rev.^/96) . ' APPLICATION ANDS PERMIT 0) a� ASSESSORPARCELNUMBER 0. Ozc+o� ^ BUILDING PERMIT 11 D OWNERC� GIVE O`7 SO. FT. OCC. B ILDING VALUATION— OWNERS MAILING DRE O _ \ -1 -( I AD I 2n, CONTRACTORS NAME TELEPHONE CONTRACTORS MPJU DRE99 000-00 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit Fee $ Plan Checking Fee$ BUILDINGADDRESS nv:,,s al O Energy Plan Checking Fee, $ PERMIT FEE S LAT NO. ' SUBDIVISIONS NAME �p PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 UUSEOFSTRUCTURE 51 ZI 1 AC.. Each Trap 7.00 Solar or heat pump water heater 23.00 SF Duplex ❑ Mobilehome ❑ Other Water piping 15.00 SPECIFYEach gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New O Addition Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 Mobile Home S G W @20.00 Describe Work: of PERMIT FEE t ELECTRICAL PERMIT Fling Fee 20.00 �� 4_0 Main Service zo.OR LESS 23.00 �X1C/`J r v ✓ Main Service 200A TO 1000A 46.00 X- - C.�� l v� NEW CONST. ( DWELLING OCCUP. SO 1 �1k OR ADDNS. a ACC. S. 3.5¢FT. 11 NEW CONS MULTI.OUTLET NON•RESID. ia7.50 ` ��I r POWER APPARATIS I 'r^`^'r`^L "^�', 8 SINGLE OUTLET CIR. Ex. OCCU . OUTLET OR MITURES SAL @ 1"50 _ Ex. Occup. GfucE°r9 AEs�D.LNS oERa 5.00 f 9. Temporary Service 23.00 V Mobile Home Facilities 20.00 o (^ G � Misc. Wiring 23.00 V J I PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating a Cooling Hood 6.50 n Ventilation PERMIT FEt Mobile Home Installation Fee $ 'n Energy Inspection Fee $ Lu sj CONST. PETO AL FEE $ S' HA2..f D CDF p EL HD SUE 18 --- !kII h This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. on By Date _ PERMIT EXPIRES ON NT Date I 1 `�^_L. �L�� .w:t :: c..S'.inti✓. .C� _.r-: __'c .•1 �"iL•. �i.t•.• J�4i•7K..:', ti� ,A:i� �., •�` `"}'�. .�,u... �L( �.n... _St.� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 2 OG ��^ AS PARC CSS 3�� 23 Proposed Building Use: a ✓1 Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------------- l�'1S. Plot plans, 3/4 sets, signed by the preparer of plans. ------ oft. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!--------- �k66. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. 118. H ardour Material Form.------------------------------------------------------------------`� N J9. 10 ens of $ ed Home data and installation instructions ' clu in Ti wn S c o .----- - Dal--- tu -- ----- _-- _ _ t� _---s _ p jVo u,Efached sch dulc_ scc a bo% (pot ba -`1. Impact fees as shown on the attached schedule. -----------------------------`-�----------- --CC.-------------- �'12. California Department of Forestry plan approval/fees. ----- - -- I-- v-- ---- --- LU 1 61 0,1133�,Flood elevation certificate.--------------;------------------------------------------------------------------------ 4 Sanitation and plot plan approval 1 C L)Health Department. ------------------------------------------- Ell 5. ------------------------------------------ ❑15. City of Chico plumbing permit. ------------------------------------- 1116. ------------------------------------ ❑16. Plot plan and business license approval from the City of Biggs. - ❑ 17. Planning approval for (A) Use: 0 Y,, (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainag�Legal Parcel. ----------------------- �1 ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ `i El 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- 024. Letter of signature authorization. ------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ---------------------------------. ❑27. Manufactured Home utility clearance. -------------------------- 1128. Existing violations and/or expired permits. -------------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as follows,' Mail to owner, ❑Mail to contractor ❑Telephone and hold for pickup at offi& ❑ Deliver with inspector. t Apphca&y4��_ � Date: q' %f' _ l ,, /j Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered:bt.Ian Check List 2. Additional items Y~ Contractor, design o as advised of the above required data by" hone, 11 mad11Building Division counter, by 9-4 • date: 7. 1 , y Z Contractor, designer, owner, was advised of the above required data by phone, ❑mail, ❑Building Division counter, by Date: Contractor, designer, owner, was advised of the abofv(required data by,, ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractorwd�signer; o way sed gf the ab6ve�re, q, ' data by ❑ on�of Wail, ❑ Building D ' ' i n counter, by Date: .� ig- Y /►"� / L j i� f afis� fed b Plans revrew b : 7 Date: , : appro y: Date: Sets of plans on hold in ❑ Plan Ca`bi'net, 0 A.P. older. Note transfer by: , Date: f2 -T02- E.M. USE ONLY Plot Plan Atteeh.d Floor Plan Attached �. sent to B.D. ..0 CI TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance (?0jVl'ea4,x 1( �.. (IL 350- 03% Owner Location AP* Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for -4aveftg. th i Hold final for: Final clearance O.K. for: NOTE: up Environmental Health Specialist Date 8/96 \ t- , - ---r' C. . L - I - t ,:%. 'I %, r.-, 4 i;j 0 I- OWNER -BUILDER ;VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature Please complete and return this information at your earliest opportunity to avoid unnecessary dela; in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES G3< . NO O 2. I HAVE 0 HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person.(firm) to.pmyic c.theproposed cons"low NAME: N., ...,�. ADDRESS: CITY:. PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired. the following person to coordinate, supervise, and provide the major work: NAME: t-- c��rrC..rit .. _ . _ . . ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. S. I will provide some of the work*but I have contracted (hired) the following persons to provide s the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: 3 J.Z 2 fl lam/ DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to Issue the permit. OVER C OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the, builder of property improvements specified ' For your protection, you should be aware that as "owner-buildee, you are the responsible parry ofrecord on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. if your work is being performed by someone other than yourself, you inay. protect yourself from possible !lability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and, to have a business license from the city or county. They are also required by law to put their license number on all permits for which they y appl' .. Ifyod plad to do�j�osir own•work, with the exception of various trades that you plan to subcontrwi, you should be swan of the following information for your benefit and protection: ' ♦ ifyou employ or otherwise engage any persons other than' immediate family, aria the work _(includingnmaterials and other costs) is $300 or mon for the entire_ .project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. , ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you ifyou do not carry out these obligations, and these risks are especially_serious with respect to worker's compensation insurance. ♦ For more specif c information about your obliphons under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perforin their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. - A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters: The building permit will not be issued until the verification is returned. +aggee Vi ira, C.B.O. uilding'[nspection NOTE. This Owner -Builder Information Is required by Section 19830 of the California Health and Safety Code. OVER cts _ (is : ® �� (� eV O c� CIS E O p U w APPROVED Butte County Environmental Health Date Signature PY-o � � set w els q � r d �J 7 N 34' LGACH rieli� Obf. V koGh- lc.kt Id Slope Duk; 0o✓�wd15e 1 t,A �• - • �� of � ' ve or, nhw oofl )1 �0 '�r t L A.S. sN=t)•C. 2xb P1'Ot tv►�ti»LL Z• �► y ttE1SAR 01 f4=1 1f"I T'/9�c^L rJ►�LL S[CTPr>t APPPOVED Butte county Environmental Health Environmental Health AUG 1 3- 2001 Date Chico, California Signature i l M^.bIIeR fleO�Oowt (E� �y;•,c i3 i ca a Glab�T (Tl) 1 t� t � �,, tits n+oJE wAt.1 j f a id I 1, 1 11 A i I ! } k fr1 � r � z�6 or sTo05 Q i i i� l SLIDIN& DOOR r� g STv Det C N� ca a Glab�T (Tl) 1 t� t � �,, tits n+oJE wAt.1 j f a id I 1, 1 11 A i I ! } k fr1 � r � z�6 or sTo05 Q i i i� l School District A.P. Number Property Cramer BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per'Bu'ilding) Building Department No. J r 3s d Jurisdiction: city County r�o P—o ci �-k, Property Location/Address Subdivision Residential Development No of Living Mobile Home Units Installation Commercial/Industrial New Addition Building Department Representative C�� Lot No. :............................................................................................... . Sq. Footage Addition/ 'Supplemental to Conversion Permit # 's *(No foundation inspection) .: :..j.........................i...........,.........,................................ r ....... Sq. Footage (Floor Plans reviewed by School District District Identification No. dzLiz School District certifies that V da 4 (Street dress) / (City) has complied with the requirements of Resolution No. representing :3 3 Z square feet. School District Representative Paid by Check # n &CU h Remarks: (State) 2926 Date 33a (Group R) (Including Exterior Roofed Areas) (Applicant) en (Phone Number) (Zip Code) by payment of $( Date - 4 7b -;5AX10 o t 3Z a,4 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with p Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), 'Yellow (building department), Pink (school district) feeform.xls 110198)dmm NOTES RESIDENTIAL PERMIT NO. 055-350-037 ROC HELEAU, R 11 SLOPE OAKS, PARADISE` ADDITION 'C caa4 i 11 SPECIAL CONDITIONS 11 �/ SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY i E JOB FINALED (Date 67 Signature J i X11 +J i' 11 SPECIAL CONDITIONS 11 �/ SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY i E JOB FINALED (Date 67 Signature JOB FINALED (Date 67 Signature V = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (E Date derfloor (Plans) OK except #'s 10. Zo frig -Setbacks -Easements -Flood -Slope �2 tg., Main; Soils-Elec. Grnd.-/ )Ib" Ftg. Depth 12. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 13. 4. Ftg. Porches & Decks; Soils -Steel-/ P Ftg. Depth 51. temwalls, Main; Steel-Blockouts-Wrapped 16. 6. St walls, Garage; Steel-Blockouts-Wrapped , Date OxOolkold Downs and Special Anchors DateXIAqll&z-Card 7. Slab, Steel -Wrapped 8. Piers -Fireplace Fig. -Steel e. Dom.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plen Ducts; Clearance-Material-Suppon-Ins. 51. rd 'IIs -Anchor Bolts-Joists-Vents-Crippies 16. ccess & Ventilation Insulation Date Card B-1 Date Card B-1 DateXIAqll&z-Card B-107 Date Card B-1 Date T� Card B -f Date Card B-1 Date PLUMBING (Permit) OK except #'s 57. r Htr; Vent -Access -Combustion Air Baffle P/G!Derg r Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 60. est Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELFXTRICAL (Permit) OK except #'s t22!Fixtu[p,& Transformer Clearance -Ins. Protection & Switches at Doors & No. of Conductors 1 om x Installed Close to Edge of Studs & C.J. 7 quip round made up w/Mech Fasteners -Bond Gas & Water 8. p liance Circuits in Kitchen & Conductor Size GFI 2 ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size/ /pa Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes D No 1. vice -Riser ductors & Ground Main Disconnect quip. ar es Panels-Motors-Mech. Equip. t loset Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date M�F.6HANICAL (Permit) OK except #'s A.C. is Insulation & Support 4 t Fan, Exhaust above insulation 37 Condensate Drain & Overflow, Size & Grade 8. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 3 ttic Access & Platform if Furnace in Attic 51. ge_ Fire Protection Framing 52. arty Line Firewall & Openings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date JFRAMING (Permit) OK except #'s 6.ng-Nailing AV'Sits;_Rwd-per Materials & Anchors 57. all tuds-Nailing Spacing & Braces -Plates -Sound P/G!Derg 4 ring Walls over Girders & Floor Nailing P195 -slop in Walls (rat proof) 60. Fir 'Stops, Furred Ceilings -Stairs -Chasers -Tubs LZ i Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 4 -9 -angers -Post Caps -Anchors -Connectors Cling. t-Rftr. Ties- Purlin-Roll Brac.-Truss-Shing.-Ring. ire I Ties or Type A Flue -Fireplace Throat Clearance 4 t' ccess; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. ge_ Fire Protection Framing 52. arty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Lairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5e5�pt�wood on Roof Overhang -Attic Vents -Rafter Outriggers 6.ng-Nailing Veneer 57. S cco Mesh -Drip Screed -Fd. Vents-Underflr. Access P/G!Derg Area -Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts 60. Br nterior/Exterior Wall Panels LZ Ins -Walls-Ceilings nfiltration-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s E teps-Door & Sid' light Protection -Landings 964'Smoke Detector urnace Vents-clearance-Co-Mb.`r`Connector- I rage; Above Floor-Ducts-Mech.-Protection e6'Bomom . Exiting & Bath Fixtures & Tub Access -Spa ElepeTrim & Subpanel, Breaker Sizes & Labels Stairs & Rails ce or Stove, Clearance -Hearth lec Outlets at Wood Panel, Int. & Ext. it ' t. & Appliance; Ground -Air Gap -Cooking Clearance zw'Fle, Outlets & Receptacles at Kit. Counter --ZA-Gerage-Fire Door; Swing -Landing -Closure C. Duct in Garage -Damper r. Ht,.; Vents -Clearance -Comb. Air Connector-P.R.V. in Ga age; Above Floor-Mech. Protection 7 . Ib., 5lec. & Mech. Equip. Listed for Location 7 e,g,Receptacles in Garage (F.F.I.)-Romex Prote:tion 7 In lation-Foam-Looked in Attic Guard Rails & Deck Construction. Post Caps We-Vd'n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive � No/Walks a1 V§_Q No/Planters QAts 0 No C. Unit Disconnect, Electrical -Plumbing 8 nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 t r Well, Disconnect, Electrical, Plumbing xt rior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House from Previous .QyGas Test -Meters Tagged, Gas=Electric 9 ater & Sewer Connected -C/O to Grade -HD Approval 9_3/EnerAWCompliance Certificate -Other Certificates Posted Date Card B-1 Date Card B-1 Date --r— Card B Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ./ = OK 0 = Not OK - = Not Applicable . = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements -,- 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements -,- 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ""sh.s'Kv'�+�4�.�."C^�'1�......r.f�✓""�"'+- +.tf��.�.i'+'.+�"'yJ'�"� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES -411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be. corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact office immediately. �j►/ 1 r i .. �u" ;17 �'� K'� PEAN RE.VIS!ON Please complete the following information in order to process your submittal. If this form is not complete, correct and legible. it may cause a delay in processing. Owner's Name: L c k -P-1 aLk- A_) Received By: Date: OQ (.0— A.P. #: Permit #: Time: Contact Phone Number: Purpose of submittal: 410* I .Pt ❑ Permit Application Data Item ��en ❑ Engineering Ls not revision 4-0 V Plan Revision v i �r � Pra FOK ❑ Requested by Building Inspector or Correction Notice - Inspectm . it ❑ Requested By Plan's Examiner -Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show how When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: 0/call a —9[)4�_ and hold for pickup at the ❑Chico Officer\Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: $46.00 Receipt #: �Cp ❑ Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt Ili: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT /�^T ASSESSOR PARCEL NUMBER 055-350-03'FR-ln ZONING BUILDING PERMIT ` OWNER ROCHELEAU, ROBERT TELEPHONE 872--904.5— SO. FT. OCC. BUILDING VALUATION 356 R3 19,224 OWNER'S MAILING ADDRESS 11 SLOI?E OAKS M, PARADISE, CA 95969 CONTRACTOR'S NAME TELEPHONE GLEN MOCK 1 - _11 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $91 99z, no ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 146-25 BUILDINGADDRESS 11 SLOPE OAKS Cr., PARADISE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 .00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ulilides ❑ Installation ❑ Other ❑ Describe Work: ADDITION Gas piping system 1 - 5 outlets 15.00 Building sewer 15.0015.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license La for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f- hwit comply with those provisions. jj�� 'a «„ ___ �Dpte y -.�� D,� atu of Applicant - Owner ❑ Contractor '"'[[�J Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction��Gof structures over 3 stories in heig t. Main Service zooA To ,000A 46.00 NEW CONST. DWELLING OCCUP. SO r OR ADDNS. ( 8 ACC. BLOS. 3.5¢FT, NEW CONST. MULTI -OUTLET @7.50 NON-R61D. C OWER APPARATUS 8 PSINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES B4L Q 1. 0 ` Ex. Occup. O.s GE RDA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.0D PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE T AL FEE $ HAZ. D. F. ES IMP 00 C9F PARFEL �/ Po HD ISsuE ed under the applicable provisions Th*cateve ofe and/or Resolutions to do work inh fees have been paid. By/e PERMIT EXPIRES ON p ®V De Receipt No.llo %�� WHITE-D.D.S.-B.D. CANAR -AS ESSOR PIN -INSPECTOR GOLDENROD -APPLICANT _ M� J..... r .� .. _. u e �. ., �. �\ \_ _ M� a� ,+�_ �..t�r�,-`t�'�'�`.'��5�.'?�}`"'r.'..r...,,,:rG�• �`'�.�,,,,"•tw'+d!�:..-x:�,S�t�'1' �"RjF:;:,rirl..�rs{;sR�G:ic. .,. ti:'�+'���+t�i;Te+�,-.—ti�,.�.�.�:.,� � 4 . r V COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION r '� 0 ' �. �. 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLTCATION DATA'SHEET OWNER: / ASSESSOR PARCEL NUMBE 41.,) ' '� Proposed Building Use: Counter Technician. Date: O (/ Ite s required in order to apply for a permit. All boxes MUST be checke O /marked NA in order to apply. 1. lot plans, 3 or 4 sets, signedty the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ......................... :...... A. ❑ 9. Plot 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 ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other jRKeaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 4. Fees as shown on the attached Schedule of Fees Due Sheet .................................... '. ❑ -5. ' a ment of Intent for Non -heated and A/C Buihdings............. ............................. la 4= 16.,,Sanitation and plot plan approval from the Environmental Health Department in Y� —per ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent_ by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... " `",r •; : ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... El 24. Worker's Compensation Carrier and Policy Number ..............:...........................`... ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, 0 M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telepl orie — Q J and hold for pickup. I have been informed of the�above items and requirements for obtaining a building permit. 11 j op icant: 4- s- o 1. Index permit application for the above items numbered: A�-1/11�)01 Plan Check Letter 2. Additional items required I N jt I Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by Elphone, ❑ mail, Dic rant y Date: Plans reviewed by: Mri Date: Q 1, ®, 62 Plans approved by: Date: _ Structural reviewed bD Date: Structural approved by: Date: Note transfer by; ;' Date: t Yellow: Buildine Division E.H. UaE CiN d Am Plan Attachad Haas Man Attac .ad Sant to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Qo J -z Dr4L Owner Location AP# Plan Approved for: Sewa_qgj2isposal Water Supply: Public _Private Weo�K— Clearance for dwellipfg. Other Hold final for: Final clearance O.K. for: NOTE: Environme tal Health Specialist 8/96 Date j oa-aY57 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVELLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ........ ....... $ Additional Fees Due ................. $ / Revised Plan Checking Fee ..... .... $ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x - Commercial (sq. ft.) ............ # Units, Amt. —X — Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # 5-53-5 - 3 7 DATE //S RECEIPT # DATE REC. I At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT �( _l�� J i , �TE 67 ' �— Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner * (Rev. 6/00) I School District A.P. Number Propertypmer BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ( 9— (One &AAform per.Bu'Id(pg) k4k." UV�4 Ae a �rj� Building Department No. o5s'-'350- OJurisdiciion: city County (City) has complied with the requirements of Resolution No. representing 3<6 square feet. School District Representative Paid b Check # � . A k , 77;i 7 - (State) (Zip Code) by payment of $ [B 2926 FULLM1T IGATION $ Date ��CU I olt'� Awl 0 Notice: You may protest the imposition of the feesl'identified above I;y submitting a u6inftiirWawn'tien protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to s6bmit 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 i•s notifiid by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality A . ct (CEGA), this project may be subject to additional school fees to fully mitigate its impact - on the I school district 1 's I schools: White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm A I Property Location/Address Subdivision Lot No. ................ Residential Development .................... .............................................. Sq. Footage No of Living Mobile Home Addition/ 'Supplemental *Supplemental to (Group R) Units Installation Conversion Permit # .................................................................................................................. *(No foundation inspection): 4, New .Addition • (Including Exterior Roofed Areas) 91 10.02 Building Department Representative Date (Floor Plans reviewed by School District Personnel) ', I -Dis t1r t Identification No ll A School District that certifies (Applicant) 72 (StreetAddr"elss) � fA'Xtw. d*4 (Phone Number) Ow/ i (City) has complied with the requirements of Resolution No. representing 3<6 square feet. School District Representative Paid b Check # � . A k , 77;i 7 - (State) (Zip Code) by payment of $ [B 2926 FULLM1T IGATION $ Date ��CU I olt'� Awl 0 Notice: You may protest the imposition of the feesl'identified above I;y submitting a u6inftiirWawn'tien protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to s6bmit 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 i•s notifiid by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality A . ct (CEGA), this project may be subject to additional school fees to fully mitigate its impact - on the I school district 1 's I schools: White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm A I J." " I 00- 361 F to 4D tJ APPROVED Butte County "on n* -Health b -k ENVIRONMENTAL HEALTH SEP 0 5 2002 CHIC®, CALIFORNIA gavogZA duo" 1 (F) ClosetEistx�; Wood floor structure Master bedrm. Change to Study 14'-6" (N)2/6s5/0 SH 21— g„ 10' -0" I'll 'Remove a dxL6' Patio Slider Case opening 7j) (E) B ath W-0 A North wall LOU I.•Remove wall install fte df header m i► a N)Clos Addn N Bath Addn m / E a A c 2/B:s/B 1/2 lite door New Master Bdrm. All walls 2x6 r- 29-0,. 3-o:1-0 3-Oxl- -.----r---- 5'-6 J 191-0.. mood taitlt >!� ootsmiom ®6 / 12" o.c.. . i6taitt.. Cama 3 SW 6r'@ 16" o.c. or T O.C. ' . " . : . . 11, 1. O PltltiblydD fi1d6 16" O.C.. . 11016 p.. in.. C,ovar+n8 • 3 imd baps 016" 04.Dr �gllrg 3 2' O.C. K" min t>)itll Am tssaila= ® T- o c. �at1 sada. � 1(est Mmk an o44 "000im Oro -c' (6d d.O..^• O yr bd) Salewa my be w0d. 4 R.n1im if Wiwi both glides: (3. Wsd 3-9% or 2 bar nE >HdC• . 4 fL x E ft pltsxls x 3!6 V'kk. Mill gWkd wl 9 d f/Ir O -C, to ed6es on framing lnewha, Panel let • 4 ft., mm m sba8 be tooted to the floor fraPft Bad top plot"the flralmigst oboe per tabk 2311.3-1 sed to tJ,e fooadatim or dab wl SSS" : IO" A.botts 8 r -s" milt.ler�. le bntced passel .^ ,„�•• ^ „ n.teck all sdgt+x� Except bath & East and north 2x4 r 15 0 A 6 A =t ENVIRONIAEP 5'-6 - SEP 0 �— CHICO, CA Existing ( set l Hood floor strut•ture or(eNs)c ddn Master bedrm. Cbange t.o Study i b (E) Bath b 3 � ftlectrlcal Plan New Mastery Bdrm. GF, WF. _._. 19'-0,. --__ 356 SQ.FT. New Addition PROJECT PROCESSING RECORD Applicant: Owner: A.P. N: Permit #: Work Description: Date De ription of Step or Status q,to 7- CO,� -�D C�'i�✓ - 0�u 1-0 - August 29, 2002 Robert Rocheleau 11 slope Oaks Court Paradise, CA 95969 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 055-350-037 Building Permit Number: 01-2347 Revisions made to your plans, issued 7/1/02, indicate revised square footage, changes to braced wall panels, new floor framing and roof framing, doors and windows removed or changed in location. You will need to apply for a new permit application, submit complete sets of plans, including new energy calculations and provide a floor plan of the existing bedroom, bath and closet to show relationship to new addition. Provide two elevation views of the structure -at addition/existing. You will need an additional health department clearance for change to square footage. A new school fee form will be given to you when plan check is done on the new plans. You may apply for a refund on the previous permit, minus plan check and processing fees. Your previously issued plans cannot be returned to you as changes have been made to them without building department approval. A COMPLETE REVIEW CANNOT BE DONE UNTIL THE COMPLETE SETS OF PLANS ARE RECEIVED. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Martha Christy Plans Examiner 1 of 1 AFAN REVIEW RESPONSFAORM review of our lease complete the following is and Vcm this form with your ro-submiu. In ocdr� to expedite the y p� p this form is not complete. as to all conn don items, we wW not be able to coapt your m -submittal for review. Tbcm must be a va response to every item requested in our plan cmaction letter. "By others" is not considered a valid response. Please W&MC yc response to each item and the location where the information m be found on the plana/calcL u1l�sa MOL"d n ANn AO*MYu M..__- 41) ASSESSORS PARCEL NUMBER PERMIT NUMBER FOR PLAN CHECK LETTER DATED: 61171,02 �W� �w.o.�,P,to 8'9`t' b"� `� `� � �/►� PLAN CHECK ITEM X RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: , Zx G is � 7-,�,c.5 G t ram o% c► l ` CHECK ITEM # RESPONSE BY: LOCATION ON 3 W-o"'.�-rr pG44 PLAN CHECK ITEM # RESPONSE BY: d 1 Ctn 0� LOCATION ON PLANS/CALCS: - COMMENTS: PLAN CHECK REM N jRESPONSE BY: ILOCATION ON PLANS/CALCS: PLAN CHECK ITEM 0 IRESPONSE BY: LOCATION ON PLANS/CALCS: 0 f 4 r June 17, 2002 Robert Rocheleau 11 Slope Oaks Court Paradise, CA 95969 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 055-350-037 Building Permit Number: 01-2347 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: A' Trusses provided do not fit bath closet addition. Plans show overhang beyond exterior wall and trusses bear on beam with a 2 foot 2 inch overhang. Additional roof framing is not on the plan. Revise discrepancies. Energy calculations need to show additional front window are on the "existing run" for the existing house, not just on the existing plus addition. Ductwork was previously shown in a crawlspace and now is noted in the attic. Explain discrepancy. Ductwork for existing house is now shown upgraded to 4.2 from 2.1. Is the owner planning on upgrading all ductwork? If so provide estimate for upgrade. Setback thermostat is also an upgrade. If owner is not planning on upgrades please revise energy calculations for correct features. �^ Additional alternate braced wall panel has been added to right wall line of new addition where bracing between existing house and new addition has exceeded 25 feet -measured from center to center of the braced wall panels. This has been noted on your plans. Enclosed is a new school fee form that shows the revised square footage. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner 1 of 2 October 1, 2r_'` Robert Rocheleau 11 Slope Oaks Ct. Paradise, CA. 95954 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 055-350-037 Building Permit Number: 01-2347 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: Provide complete foundation plan showing depth and width of footing and height of stemwall. 36 Provide complete floor framing plan including attachment of floor framing at existing house. Provide complete roof framing plan showing all framing members. Size members to meet spans. '4 Energy calcs are missing 20 square feet of glass on the front elevation. Revise calcs for correct glass area. Bracing requirements of the Uniform Building Code have not been meet nor have they been detailed on these plans. Provide specific location, required width, method of bracing and attachment of the method chosen. Required locations, per code, will affect placement of windows. Bedrooms must have an emergency egress window/door directly to the exterior. In order for the master bedroom to meet this requirement the entire wall separating this new room from the bedroom will have to be removed in order to consider this new space and the master bedroom as one room. Size header for new opening and provide support for this header directly on the plans. Light and ventilation requirements for these two areas is 52 square feet, one-half must be openable. 1 of 2 STRUCTURAL COMMENTS: None at this time. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in the amount of $66.00 2. Impact fees: 2.1. Complete and return the Butte County School Impact fee certification form. 2.2. California Department of Forestry — SRA = $89.00. 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Martha Christy Plans Examiner 2 of 2 Philo Hunt Plan Check Engineer October 1, 2001 Robert Rocheleau . 11 Slope Oaks Ct. Paradise, CA. 95954 ,. Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 055-350-037 Building Permit Number: 01-2347 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: Provide complete foundation plan showing depth and width of footing and height of stemwall. Provide complete floor framing plan including attachment of floor framing at existing house. Provide complete roof framing plan showing all framing members. Size members to meet spans. 4. Energy calcs are missing 20 square feet of glass on the front elevation. Revise calcs for . correct glass area. 05.. Bracing requirements of the Uniform Building Code have not been meet nor have they been detailed on these plans. ' Provide specific location, required width, method of bracing and attachment of the method chosen. Required locations, per code, will affect placement of ,windows. Bedrooms must have.an emergency egress window/door directly to the exterior. In order for the master bedroom to meet this requirement the entire wall separating this new room from the bedroom will -have to 'be 'removed' in order:.to.consider this new. space and the. master bedroom as one room. Size header for new opening and provide support for this header directly on the plans. 7. Light and ventilation requirements for these two areas is 52 square feet, one-half must be openable. - - 1 of 2 Y PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. I this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vali response to every item requested in our plan correction letter. `By others". is not considered a valid response. Please indicate you response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME I DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER oss-35G - 03� I UI -2347 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION'ON PLANS/CALLS: COMMENTS: COMMENTS:jl.-dS Dtl a.0�n PLAN CHECK ITEM # RESPONSE BY: RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:jl.-dS Dtl a.0�n PLAN CHE EM 3 RESPONSE BY: LOCATION ON PLANS/CALCS: COMME S: c155 + PLAN C7 EM # RESPONSE BY: MAXTY LOCATION ON PLANS/CALCS: COMM TS: %Iv(!� `JQ �� t OP �5 GFi16./�/ PLAN CHECK ITEM # RESPONSE BY: - - LOCATION ,OWN PLANS/CAL'CtS: Q �- COMMENTS: RESPONSE FOR PLAN CHECK LETTER DATED: U PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: COMMENTS: i ✓e•L• L•d% t A d QYI� 9AW-00 ' - :Cg. 44 . air . 4 A o 0 = !�� l�Mtitq•t k. PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: COMMENTS: j i ✓e•L• L•d% 44old PLAN CHECK ITEM # Ap LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: iPLAN CHECK ITEM # RESPONSE BY: '' LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM- # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: R 0 Che (e aA,." Building Permit Number: 0 t -7 3 Plans Examiner: Martha Christy A. P. Number: 0�3:S�l'O 3-7 GENERAL: ,-K Zoning requirements — (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. Existing violations on the property. 5. Recorded notice of violation. 6. Building permit valuation. OT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. ,X Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ /7' Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Y Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 1 j*ri 0 r voon, fi-e_ '� Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". '_T When windows are provided as a means of escape or rescue; they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). /61 Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). npC/Gtr Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath -or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). 1X. Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 js. Water closet clearances (Uniform Plumbing Code 408.5). ,W.. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17.D . earing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support D all loads (Uniform Building Code section 1806.3). J RUCTURAL DETAILS: sic��n UBraced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels �he/ Wri�j must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not jpcdh Ori exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5 Floor construction details complete enough to construct building. AILG�e 6 Elevations and wall construction details complete enough to construct building. Roof constriction details complete enough to construct building. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). iAP V---1eV 5' 2 Typical header size(s). Stud lteigbts -54Mt AAP . High expansive soil — special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. 16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation — protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). . Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. $Sl U t►1A� a." 12 Energy design compliance and supporting documentation. 3. FF onsible area requirements. j �Y�1:;LeM PERMIT REQUIREMENTS: 1. . ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ .Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 0 0' APPLICANT: OWNER: PERMIT 1: A. P. . WORK DESC PIS -ECT PROCESSING RFrORD ©ch le SCALE 3/8 =i F _ C �- / I � •EF '1 — �ES i i i •' z la AD'- t I I 3a:c.v cw4M — I Pik 0 f t'vSSf' �3I-�e'•tc_ I STO'EFUR CP65MASTER BEDROL)M- PrEQ CRY II a ( 1;NING K1'-1 v. --.t , —d a t,.o.,AA- 0 SL,0PEV CL& 1 ! FAMILY ROOM `JR ! I I rL `c ! •,ar'.TMr c rb INT P6. WAU � s _.'� I di 1 RID vAULTD AREA -- � i '--- 5 '011lam— —�2 - - -� SELF CLOSE c li we,rs ox � _—. ' A -- ATTIC 4 1." \� ' L 1 ND, FIEF WAI.I, i. !i BUce 18" V ?' ACCESS m my u.(yi't =NTRY 6.6 - ..i — 6 br-z- �.OPFF� 1 •o , {I 3E ��. p p j . l IVIfV6 R00("j BEDRDON z BEDROOM 3 _ :1 N i ya-:yr dJ. al cc—,r 3 •a �r .I i �..— ya:hu .;'h u•If<Inmy 1-7/3" 6,6 K,RCH �.. c r+�c, 9,6 X0 530 0� 9•,. Fc1'•o ?' SECTIONAL /� %=`T •F tad%- Rise .1�.� - ---- 4, — �(. \`� 1 ! ---- i F Ru Ruldm. Run , t I - ased loe _ ' ti'n meur Max- netween --i 7 smahest I 'o i 3' o" I i 12 ------------ ----.__ --- .69-0" t_. FLOOR. PLAN; K+797'-a�F_y i SCALE 1✓1 -_ -_--�-�s: _ - - _-=Cgv�-.�,+:_�TC�'a'•.�_`-=e_Y-�(,c:'r �_ - _ •__ 'a--7�=-•.�r_a�_.T•,�.--.-��`��gx_�^_,c_��_- } .r c 41 t R soca et Ile 4f N 11J. ItA,A 9 pkQ2 v.-4 m VL -t iT o") J �f�6W6 _14 A .Poll- rollool— I 0 (javiaDaA iOL F., r q32 YTWUOD ATTUR AQUI` I(I 01,11CLITUP, hPDVrIW,)� -TO ID k SlEf- c Ot X- %vrb 9", tv x P., ikt4 is L�T�t ALI RECEIVED SEP 1 8 2001 BUTTE COUNTY BUILDING DIVISION i 7 �,....—..../ar .. i -+rte.. -.....- slalom 1� _ b oc MO 1 r' lor 1 .�Rj, 0 9 V -,) s 10,lQ,, ����, �. � �r--r—.� ��.uwr-�/._\��/tiM1-.►'.0 A'1►.. rv. NA1�.rY.�'�M LNC' fav Cie,`CLU- 1 lor 1 frq v 0 0 9 V -,) s 10,lQ,, ����, �. � �r--r—.� ��.uwr-�/._\��/tiM1-.►'.0 A'1►.. rv. NA1�.rY.�'�M LNC' fav Cie,`CLU- 1 ,1. HUF R013IFr...T-/ I -OTO he ..— I — I%--- F --*V V V % %%J F— 4 0 1 VNF-%%)o I IL;or%. W16-1. MWV IN \. R CEIVED SEP 18 ?001 BUTTE COUNTY BUILDING DIVISION c2 Gee C, C3 o5- -0� 7 M.P. aY` '603b 30,316 M«. .w..�� ... w.rv.�sr�w��vw �.��r•^v .R .wvv.a�+-i�.F.ca�w.M4ac:+wr.�sa __ Rod -- 1- k*rU4ir. y mat&ow- Mft<m&aeiD of •�'e.'•,. b 71 CP F r ` d M.P. aY` '603b 30,316 M«. .w..�� ... w.rv.�sr�w��vw �.��r•^v .R .wvv.a�+-i�.F.ca�w.M4ac:+wr.�sa __ Rod -- 1- k*rU4ir. y mat&ow- Mft<m&aeiD of •�'e.'•,. YTKUOD WFTUO silo RECEIVED SEP 18 moi BUTTE COUNT BUILDING DIVISION P- Ll 0 0-f 7 �s� 9 El, c ISTFLOOR PLAw AN 1/4" = I 1 0 11 THIS DRAWING 15 PROPERTY OF: SPRINKLER HEAD [LEGEND I SYMBOL LEGEND I REV!'3)IONS TOM FULTZ FIRE PROTECTION AUTOMATIC FIRE SPRINKLER DESIGN BASED ON FOLLOWING NFPA STANDARDS -THE 0 N FP'A 13 --- 2007 0 NFPA 13 D - 2007 11 NFPA 13 R - 2007 11 NFPA -13 --200-9 0 NFPA 13 D - 2002 0 NFPA 13 R - 2002 MAKE MODEL T YPF RESPONSE ORIF. mom. MAX. CALC'D DEFLECT. TEMP. FiNISH ESC. WRENCH SYMB. QUANTTY VENDOR TYPE "K " COVERAGE COVERAGE DISTANCE TYCO LFII WET Q/R 1/2" 4.9 fit, N/A 1 WHITE N/A W TYPE 18 34 TYCO ssi'll WET Q/R 1/2" 5.6 120 120 Nr A 200' WHITE N/A N/A 2 MAIN LINE BRANCHLINE SPRINKLER HANGER LOCATION - 1�_,'ODATEB.Yr_DESCRIPTIO". OF SYS-FEM DESIGN DATA HAZARD CLASSIFICATION: HYD, DESIGN DATA = DENSITY: AREA OF APPLICATION SYSTEM REQUIREMENTS GPM 0 WATER SU PPLYI N FORM AT! ON = STATIC PRESSURE: RESIDUAL PRESSURE PSI / FLOWING: SUPPLY RESIDEtATIAL R.]SER DETAIL 140— 0 SOIL I I I - SYSTEM AREA: HOSE ALLOWANCE PSI AT: BASE OF RISER SCALE: 114" DRAWN AM "FLECKED �l � TF DATE: 1-30-09 FIL E NO: Cl 6, IID. SIO.: 811027 SIIEET NO. FS1 BUILDING PERMIT# Oq- 01 q; - ASS DAnt-=l OFFSET CPVC-STEEL-COPPE HANGER nu lmo CPVC HANGER DETAIL NOT TO SCALE 0 %e o [clog 01-:41z'siv �_1101lu 1. THE SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH NFPA 'I 1 -rte STANDARD 21.307 AND THE FIRE DEPARTMENT REQUIREMENTS. 2. PIPE SUPPORTED AS PER NFPA 13-P- 2007 AND MANUFACTURERS REQUIREMENTS. 3. FLOW SWITCHES AND HORN STROBE WILL BE PROVIDED, HO`ViEVER, ALL ELECTRICAL WIRING AND MOUNTIr-4B By OTHERS. 4. ALL HYDRAULIC CALCULATIONS AS PER NFPA 13-P 20137 STANDARDS. S. ALL PIPE I" CPUC UNLESS STATED. 6, NO FIRE SPRINKLER PIPING SHALL BE CONCEALED WITHOUT APPROVAL OF THE AUTHORITY HAVING JURISDICTION. 7, SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY INFPA 12-P >-007 6.9.7 - THROUGH 6.9.7. B. SPRINKLERS SHALL NOT BE REQUIRED IN BA"THROOMS WHERE THE BATHROOM AREA DOES NOT EXCEED SS SQ. FT (PER NFPA 13 -IP 2007 6.9.2). 9. A ROOM IS STILL CONSIDERED A BATHROOM IF IT CONTAINS JUST A TOILET. ADDITIONALLY, TWO QATHROOMS CAN BE ADJACENT TO EACH OTHER AND ARE CCINSIDERED SEPARATE ROOMS, PROVIDED THEY ARE ENCLOSED WITH THE REQUIRED LEVEL OF CONSTRUCTION (PER f4Fj=A 2007 A.6.9.2). 107. EXCEPT WHERE SPECIFIED IN 6.9.4, SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES WITHIN DWELLING UNITS THAT MEET WITH ALL OF THE FOLLOWING CONDITIONS (PEP NFPA 13-0 2007 is. 13 - 3), (1) THE AREA OF THE SPACE DOES NOT EXCEED, 24 SQ. FT. (2)THE LEAST DIMENS113N DOES NOT EXCEED 3 FT. (3)THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED- COMBUSTIBLE MATERIALS AS DEFINED BY NFPA 220, STANDARD LIN TYPES OP 8UILDING CONSTRUCTION. 1 1, SPRINKLERS SHALL BE INSTALLED IN ANY CLOSET USED FOR HEATING AND AIR-CONDITIONING EPUIPMENT (PER NFPA 13-P 2LI07 6.9.4). 1 2. S P R,'I L ER S S H A L L NOT 2E P E 0 U 1 R E D I N AN Y ;:'0 R0 HES, BALCONIES, CORRIDORS, AND STAIRS THAT AREZ OPEN AND ATTACHED (PER NFPA 13-R 21:1 7 .9.5. 13. SPRINKLERS SHALL NOT BE REPUIPED IN ATTICS, PENTHOUSE EQUIPMENT ROOMS ELEVATOR MACHINE ROOMS, CONCEALED SPACES DEDICATED EXCLLJSIVELYTO AND CONTAINING ONLY DWELLING LINITN/ENTILATIDN EQUIPMENT, CRAWL SPACES, FLOOR/CEILING SPACES, NONCOMBUSTIBLE ELEVATOR SHAFTS WHERE THE ELEVATORS COMPLY WITH ANSI A 1 7.1, SAFETY QODE FOR ELEVATORS AND ESCALATORS, AND 01 -HER CONCEALED SPACES THAT APE NOT USED FOR LIV11%410 PURPEISES OR STORAGE AND DO NOT CONTAIN FUELED FIRE EIt4UIP1-,IENT. THE 2007 013p ,' CMD, rpC' CEO, AND 2005 CALIFORNIA ENERGY STANDARDS AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INSPECTIONS SEE BUILDING PERMIT -t-1 � itj _'2 )7 9-0-:31 FIRE SPRINKLER PERMIT#L ADJU STAB LE-ORVC HANGEPURESTRAINER CRVC HANGER DETAIL NOTTL73 SCAL-E TOM FULTZRE FIPROTECTION, INof C 3241 INDUSTRIAL DR. C16 Ll C. 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