Loading...
HomeMy WebLinkAbout079-380-049FURR, DANMS & LYNNE 39 n a6 AG 49 MUNSON WAY, OROVILLE �^• AGRICULTURAL EXEMPT PERMIT FARM. EQUIP & FEED STORAGE 636 249 02-2205 FURR, DAN & LYNN 61 MUNSON WAY, OROVILLE 'b CONT: COOK & SON BUILDERS lQ NEW SINGLE FAMILY I 02 2970 61 MUNSON W AY. CONT SIMPLE' GRINNELL ��'L�' ' FIRE SPRINKLERS 079-330-049 Ae Exempt B07 2222 SOUS 40 MET. i MI$CELLAP BU1LDlNG 30X AG EXEM 61 M 4SO-N &LYNN, FURR N R BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES AGRICULTURAL BUILDING EXEMPTION PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 61 MUNSON WAY Owner: Permit No: B07-2222 APN: 079-380-049 FURR DANNIS L & LYNN, Issued Date: 11/19/2007 By KEJ Permit type: MISCELLANEOUS 61 MUNSON WAY Subtype: Ag Exempt OROVILLE, CA 95966 Expiration Date: 11/18/2008 Description: AG EXEMPT BUILDING - 30X40 M' (530) 532-9124 Occupancy: U-3 Zoning: AR -5 Contractor Applicant: Square Footage: FURR DANNIS L & LYNN, Building Garage Remdl/Addn 61 MUNSON WAY OROVILLE, CA 95966 Other Porch/Patio Total (530)532-9124 FEE INFORMATION DBEH Building Review Fee $75.70 DBOMSCF Ag Exemption Permit $115.98 ' Total Charged: $191.68 Fees Paid: $191.68 Balance Due: $0.00 Receipt No: B5122 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 Contractors 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 11/19/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractors Signature Date I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractors) licensed pursuant to the Contractors License Law.). Carrier. Policy Number: Exp. Date: (This section nee not a completed if the permit is or once hundred dollars ($100) or less.) ❑ I AM EXEMPTunder Section B. & P.C. for this reason: ��' ISI I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS SSUED, I shall not employ any person in any manner so as to become subject to the Workers' a�, Compensation laws of California, and agree that if I should become subject to the workers' . 11/19/2007 compe tion provisions of Section 3700 of the Labor Code, I shall forthwith comply with those 0 r Signature Date pro i o 11/19/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building - Sig f 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 connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. Co y to enter the above ntioned property for inspection purposes. I hereby certify that I am the r rty owner or am a to act on the property owners behalf. L,tJj/L 11/19/2007 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for a of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) 4L v% h � � r r 7 1:1 Owner 1:1 Contractor OR; Agent for Owner ElAgent fog Contractor FILE COPY Lenders Address City State zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES PERM] BUILDING PERMIT APPLICATION NO. OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 Q� A FEE WILL BE REQUIRED AT TIME OF APPLICA TION 1 / b Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY** BIN # U� °1 - ,�;g 0 - 0y4°) PROJECT L0C,A/T/ON AP# O 3 6 — 02. Property Address / Mc.c�lso� Gt WORKER'S COMPENSATION P011cy Number Carrier If hiring anyone other than license contractors, a cerd cate of worker's compensation must be shown --he time of permit issuance. Name LENDING AGENCY Address APPLICANT INFORMATION Name �r�nr %,s Z. Fu P. Address ---- uA/SOAI city State Ovl� z�p9 Phone 53a) yr _.91 9 U Fax t2=2=!f BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net/dds AGRICULTURAL BUILDING EXEMPTION STATEMENT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated or packaged, nor shall it be a place used by the public. Buildings used for purposes other than described above or that are located in a flood hazard zone are not eligible for an agricultural exemption. Authorization of an agricultural exemption permit by the Department of Development Services does not preclude any requirements and/or review by the Butte County Public Works Department, Butte County Fire Department, Butte County Environmental Health, or any state and federal agencies. Initials ,` AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. Initials —4 AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, �Q��--- 10 feet from a manufactured home, and 23 feet from a commercial/industrial buildings Initial AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum 23 feet from a residence and a manufactured home, and 40 feet from a commercial/industrial buildings Site Address: 61 MUNSON WAY Permit No: B07-2222 APN: 079-380-049 Square Footage: Permit Type: MISCELLANEOUS Occupancy: U-3 Permit Subtype: Ag Exempt Zoning: AR -5 Description: AG EXEMPT BUILDING - 30X40 METAL B Required Setbacks: Applicant: FURR DANNIS L & LYNN, Front: Side: 25' Rear: 25' 61 MUNSON WAY OROVILLECA95966 Type of Construction: (530) 532-9124 Type of Siding: Metal Owner: FURR DANNIS L & LYNN, Est. Const. Cost: $ 15,000.00 61 MUNSON WAY Roof Covering: Metal OROVILLE, CA 95966 (530) 532-9124 Floor Type: Concrete I declare under penalty of perjury that the building will be used as stated above, and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain the necessary permits, inspections and approvals to comply with the requirements in effect axthat time and prior to occupancy. Signature of owner —0 LX/ -.JL. Date: 10/26/2007 FILE COPY 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.buffecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: fd Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-2222 Location: 61 MUNSON WAY Parcel Number: 079-380-049 Date: 10/26/2007 Owner Name: FURR DANNIS L & LYNN, Phone: (530) 532-9124 Description: AG EXEMPT BUILDING - 30X40 METAL BARN Signature of Applicant: f Date: 10/26/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C � Y`s National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-2222 Date: 10/26/2007 Location: 61 MUNSON WAY By: GLB Parcel Number: 079-380-049 Sub Type: A2 Exempt Owner Name: FURR DANNIS L & LYNN, Phone: (530) 532-9124 Description: AG EXEMPT BUILDING - 30X40 METAL BARN 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: 10/26/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR • '1 • 7 County Center Drive • • Oroville, CA 95965 • • (530) 538-7601 Telephone .� 0t/N� (530) 538-2140 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-2222 ate: 10/26/2007 Location: 61 MUNSON WAY By: GLB Parcel Number: 079-380-049 Sub Type: Ag Exempt Owner Name: FURR DANNIS L & LYNN, Phone: (530) 532-9124 Description: AG EXEMPT BUILDING - 30X40 METAL B The above permit application has the following Clearances required for to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your p it application. Yes No DRAINAGE DI RICTS Thermalito Irrigation District, 410 Grand Avenue, roville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 (530) 533-2000 City of Chico, 545 Vallombrosa, Chico CA 9 26 - (530) 895-4711 PARKS & CREATION DISTRICTS Chico Area Recreation District, 545 V ombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Par District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 26 Skyway, Paradise CA 95969 - (530) 872-6393 SCHOOL DISTRICTS Biggs Unified School Distr' t, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School Di rict, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 ❑ Durham Unified Scho District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School Dist ct, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School istrict, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Eleme ary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Unio High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Un' ied School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER , Recorde copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 Other: Other: Other: Signature of Property Owner: Date: 10/26/2007 FILE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-2222 Job Address: 61 MUNSON WAY Contractor: Printed: 10/26/2007 1:48 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBOMSCF Ag Exemption Permit 0010-440001-4210500-1010 $115.98 10/26/2007 $115.98 DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 10/26/2007 $75.70 Printed By: Gwyn Benedict 191.68 $191.68 Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: Date: 10/26/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). 4. NOTES RESIDENTIAL PERMIT NO' 036-240-049 42-2205 FURR, DAN & LYNN 61 MUNSON WAY, OROVILLE CONT: COOK & SON BUILDERS NEW SINGLE FAMILY r i ' 1 1 �! .0 9 (2,01 1 I-It4 j - SPECIAL CONDITIONS 'r SRA XFLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VEF. 44OFFICE COPY i 1? US Address i SUI �.. GAS Meter By pZ7'd 3 ELECTRIC 1 Meter B ate A CHECKED BY JOB FINALED (Date) T-6 Signature J=OK r 0 = Not OK RESIDENTIAL = Not Applicable . =Not Ready Date UNfVkFLOOR (Plans) OK except #'s . _Zoning -Setbacks- Easements- Flood -Slope AM Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped 6. temwalls, Garage; Steel- Blockouts-Wra ed 6.3. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. .14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P MBING (Permit) OK except #'s 1 V,Later Htr.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection Ua'D.W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access ' Gas Pipe; Sixe & Anchors 2 Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s fixture & Transformer Clearance -Ins. Protection d6!T-lec. Receptacles Spacing -Lights & Switches at Doors Sze Boxes & No. of Conductors Stapled ,Q7e-Romex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 A pliance Circuits in Kitchen & Conductor Size GFI . ubfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes Cl No Service -Riser Conductors & Ground Main Disconnect . Equip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 126'7.C. Ducts Insulation & Support aVent Fan, Exhaust above insulation condensate Drain & Overflow, Size & Grade �rnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s ills Proper Materials & Anchors L42-Wa-lls Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing •,�44. Draft Stop in Walls (rat proof) Fi Stops, Furred Ceilings -Stairs -Chasers -Tubs ' "Headers & Beams -Size & Bearing Single & Duplex) Date FRAM (Continued) Hangers -Post Caps -Anchors -Connectors 48 Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. tl'4',9 Fireplace Ties or Type A Flue -Fireplace Throat Clearance J50 -Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions 52-6aPUgUTPe-Protection Framing -RC Channel tW-Property Line Firewall & Openings cW­Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits adroom-Rise-Run-Landing-Fire Protection e2:2�1wood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 58. St cco Mesh Drip Screed -Fd. Vents-Underfir. Access Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 61. Brace Interior/Exterio II PAnels 62. Insulation Wal Ceili^ ng 63. Infiltration -Walls -Windows Date .d? Card B-1 Date Card B-1 Date �- Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext -Steps -Door & Sidelight Protection -Landings 55!5m2ke Detector 6 urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 6 edroom Exiting 6 .F.I. & ath Fixtures & Tub Access -Spa 69 ec. Trim & Subpanel, Breaker Sizes & Labels 0. s & Rails lie-Frr-ep-lace or Stove, Clearance -Hearth 72 c. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor 0 Yes 83. Following Instid./Drive 0 Yes O No/Walks 0 Yes 0 No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J = OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utilitv Clearance 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-Eas-3ments 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH. Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9: Exits 10. License Decals 11. Verify #'s witti Office 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-Beams-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 6-1 Date Card B-1 Date POOLS (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 -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 ''Date Card B-1 Date Card B-1 Date Card B-1 ...'+t..;,r...f...�.�...,.•..r.;ir�...-.... - .s'+ �"�.. frt...rii"`4..rSJ.. ��s.43,��w+� t I COUNTY OF BUTTE t BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 t t 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 this office immediately. ovc Date Inspector �� J� /,I::::: REV 10/92 'COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Centerbrive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 1 � 'c' vv 6 2 --2: AN 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 jo this matter, or need additional explanation, please contact s office immediately. p °= // ✓U r/ r � fes-- t1 e P a � 'l�7 �. � /'.c_ C.d�r" .� cn %it. i l./ 0 Date //, Inspector REV 10/92 r w -w, • N} r CertainTeed��l � � 4_ �v :. InsulSafe 4 �, 4i Builders Statement Fiber Glass Blowing Insulation 4 CAr Homeowner Name / Jobsite Name (\ Home Address ' Installer/Contractor (sign) Company Name Date • I 4 Builder (sign) Company Name Date Y { Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: abs.) Should not be less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 181/2 44 .26.4 38 0.712 161/4 38, 22.8 44 0.615 143/4 30, 18.0 .-56 0.485 12 26 .15.5 C 65 0.418 10'/2 22 .13.1 76 0.353 9 19 .11.1 90 0.301 73/4 13 7.7 129 0.209 51/2 11 6.6 151 0.179 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each 13 -Value listed. The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. ' • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement ,44 A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 (✓) BAGS USED 7BATTS/ROLLS(✓•) CEILINGS WALLS 1 � V 13 3V? - FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each 13 -Value listed. The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. ' • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement ,44 A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 Manufacturer Insulation Fact Sheet This is CertainTeed Corporation I nsu Safe0 4 Fiber Glass Blowing Insulation CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 CertainTeedCol THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application:" - R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- MINIMUM POUNDS PER SQ. FT. THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of Should not be installed insulation should less than: not be less than: (lbs.) (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 1872 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 10'/2 22 13.1 76 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 t�z .209 572 11 6.6 151 .0.179' 4 3/4 R -values are determined in accordance with ASTM C 687 and C 518. Complies with ASTM C 764 as Type 1 insulation THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG .MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cpver more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 29 35.8 28 0.967 774 22 27.2 37 0.733 5'/2 16 19.8 51 0.533 4 15 17.9 56 0.484 35/a 14 17.3 58 0.467 3'/2 READ THIS BEFORE YOU BUY What you should know about R -Values. The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R -Value, it is essential that this insulation be installed properly. e e 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 N ASSESSOR PARCEL NUMBER 4 ONING AP BUILDING PERMIT Ell `TIEUPOWNER H E SO. FT. OCC. BUILDING VALUATION 1443 R 77 922.00 OWNERS MAILING DRESS NAME 1 SACRAMENTO TE CONTRACTOR'S N 520-92 CONTRACTOR MAID D E CONST C N &VA VISTA DR. OROVILLE, GA 95966> 360 C 7514.00 218 218 74 0 518.00 Fireplace A 1500.00 LENDER'S MAILING ADDRESS Total Valuation $87.454.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 585.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 380.60 BUILDINGADDRESS 61 MUNSON WAY, DROVIT.I.E. Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 1009.10 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 9 7.00 63.0 USEOFSTRUCTURE SF �O Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New )lp Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NFW ';TNCT F FAMTT.Y Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ 143.00 ELECTRICAL PERMIT Fling Fee 20.00 OR LESS Main Service 60.A LESS zoOA OR 23.00 23.0 LICENSED CONTRACTOR'S DECLARATION 1 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.�L,� License Class _ Lic. No. � / i'i OWN ER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ J, 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I 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 (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' cpmpensati4n provisions of section 3700 of the Labor Code, I shall forth ith omp y w' those provisions. X Date Sig ature of Applican - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excava ions over 60" deep and demolition or construction of structures over 3 stories in height. Main Service Zoog To ,000A 46.00 NEW CONST. DWELLING OCCUP. SO 50, 50 OR a ACC. BLD.. 3.5¢s. CNS. NON-REOSI�. MULTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OurLET OUTLET Es @''0° �(, OCCU OR FIXTURCIR. B20 eo FIXED APPLN.. OR Ex. Occup. 0.REs+o. EA 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 116.50 MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 15.00 CoolinDUAL g 15.00 15.00 Hood 6.50 6.5 Ventilation PERMIT FEE $ 47.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 )� 2TNS&TYPE TOTAL FEE $ 136?, t0 . D. FEES IMP D C PARCEL / pp / HD `S 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. / 3 6 Z By MMM Dee PERMIT EXPIRES ON � I t(D,te Receipt No. 3 WHITE-D.D.S.-B.D. CAN -A SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT N rv'++r.a:'r7wy{.�Z.: r i+#^+fi�yr��+191,ir�':��4�++11�►f14�►+ti7'� �"I�rt`l�`s1t;.��;� +�. ,(: h� iTw t AUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION-<, a 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: �.Q�l-`� Counter Technician: C-- � Date: Cj /41yZ Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. J-5:1.. Plot plans, 3 or 4 sets, signed)by 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. 274. Engineered truss details and layouts in duplicate. No faxes! M--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. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ Plot plan and business license approval from the City of Biggs .................................... Letter of intent for non-residential buildings......................................................... Detached Accessory Building Form filled out by the owner ..................................... Hazardous Material Form............................................................................... Other_ Date Received By Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................ 16. Sanitation and plot plan approval from the Environmental Health Department in /z(� -(o-0C ❑ 17. City of Chico Plumbing permit..........................................'O. ...... 18. California Department of Forestry plan approval paid. Sent. ❑ 19. Planning approval for (A) Use: 0,,k (B)Parking: _ (C) Parcel Check: -16-02 L ❑ 20. Contact Land Development about ❑Improvements, ❑Drainage ............................... L)Wr21. 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) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ,351--67. Recorded copy of Agricultural Acknowledgment Statement .................................... 0 28. Manufactured home utility clearance................................................................ I ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ • ❑ 31. Other: When issued Telephone � 01 7 and hold for pickup. ) rj� _ ,l � 3 I have been info/% d thve items and requirements for obtaining a building permit. �Ll Applicant: Date: 1. Index permit application for the above items numbered: ' ' Plan Check Letter 2. Additional items required Contractor, designer, owner, was advi ed cf the above data by ❑phone, 0 mail, ter, by Date: Contractor, designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by pZDate: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed bv: Date: Z o Z Structural approved by: f Date: iz t a 2 Note transfer by: Date:/ `,�- / -0?— Yellnw- Rnildino ni6cinn TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance e.►+.tuE ONLY t Plot ?ten Attached Rous hien Aad Sans to 8.02y—,-glQ_ U-4 ]\) ��- tvj r%/ N f iQld tE --j ri LJ-) Owner Location Plan Approved for: Sewage Dispos_ Water Supply: Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: nmental Health Specialist 8/96 Jz-- 2-q - q 4 AP# lic Private Wel Date ,. 1 :. r "'�� t --ti �� r-.J'r' �'t.}..�,;'.•ti.-... n -s. � ,,.-1X,.....,,4.--. ..�.I'�•. �.-.•.. ,� .�. ,�..� ter..,. .. , F : .. .. /ter. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM } (One form per Building) School District 0 ZE 62)Building Department No. V /� p4 V A.P. Number ��` �© ^O f / Jurisdiction: City , County Property Qwner n t Property Location/Address tZAA Subdivision Lot No. ................................................................................................................... Residential Development © Sq. Footage / x 3 No of Living Mobile Home Addition/ 'Supplemental to /(Group R) Units Installation Conversion Permit # .�'(No foundation inspection)' Commercial/Industrial Building Department Re 0 New Addition runs reviewed oy Scnool uistnct rersonneo Sq. Footage (Including Exterior Roofed Areas) Date M District Identification No. School District certifies that A 4/,CAA i Y (Applicant) (Street Address) (Phone Number) ��if�uxJ�C ter`/ L-41 qVi[ 6 (City) 1 (State) (Zip Code) t has complied with the requirements of Resolution No. representing / L/ V-5 square feet. Representative Paid by Check # Remarks: — 0 / by payment of $ AB 2926 $ FULL MITIGATION s , t, Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm PROJECT PROCESSING RECORD ArtLICANT• OWNER: - . PERMIT #: A.T. #: WORK DESCRIPTIViv: DATE DESCRIPTION OF STEP 2 zJ December 3, 2002 Dan and Lynn Furr 407 Potomac Ave. Sacramento, CA 95833 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 036-240-049 Building Permit Number: 02-2205 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 Lear response will expedite the re -check and approval of this project. -STRUCTURAL COMMENTS: our energy calculations are incorrect. The glazing areas need to be put in the proper FI-1., ientations and they need to call out a split system for HVAC, not a package. Please submit new calculations. STRUCTURAL COMMENTS: Provide requirements for cripple wall bracing along wall line A as specified on page 7 of the structural calculations. Note also that the unit shear calculation specifies 39' of cripple wall and the plans show only 31' 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 Linda. Philo will answer your structural questions. 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. Linda Simpson Plans Examiner cc: Jim Pursell, P.E. Philo Hunt, P.E. Plan Check Engineer 1oft f Ila; M Id Dan and Lynn Furr c/o Cook and Son Builders 1 . Show all bracing on the plans, interior and exterior. 2. Provide a lateral analysis on any walls that do not comply. 3. Bring back these three sets of plans, PLEASE. 4. F sprinklers are required in this house. vp ❑ APPROVED jj NDITIONALLY APPROVED ...... . � . ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: o - 035 A C- Date: Genera/Information AP# Owners Name: _ _ D�ANN 1 S Ly/V iJ C; - �% 2 iR Parcel Acreage: �- Owners Address: y D �o-r o 1•r, as A f L Sl::4CR'C -_ aro , CA Building Site Address: Prooertylnformal oly Permit Type: ® Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: A R _ Date of Zoning Ordinance: - ' 9 g General Plan: 14 fz Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ®.No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan WNo ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use Floodplain gNo ❑ Yes Zone: JA ( Panel Number: ❑ Watershed Protection Zone No Yes Proposed Use Complies With: ®General Plan Zoning Proposed Use Repuires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Q ❑ Other ❑ .Other ,--,o s -'r� A . Zoning Code Str4eHrHiqlzways Fre Prevention Y_�l kr ✓ Front L -SubAi+rision-P�a Side 1WEST Siff Side street Rear Height -- 1� a Permit C®earance Environmental Health Issues. 3 Septic Permit Review: Agriculture Atfldavit Required ❑ , No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Con tnd/Multi) ❑ No ❑ Yes ❑ Deeds Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Compiles with County Standards llor Deed Creation: Comments: Legal Access Provided: . ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road' Name` ' ❑ No C] Yes Date of Retarding: { A ' �_'. Lot: Block: Book. . �.2�/L7 editions That Must be Met Prier M Trounce of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access' ❑ Provide Creation Deed l ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a CertiRcate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development far a Merger rg Applkation/Lot Line AdjustriTent). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Constmct road to C]Meet parcel size reIquired by zone ? ❑ Meet current EHD requirements. ❑ Other f. a :ereral Comments; �^ +112c- S e2UJ1C C,i S ckjj 2 l D , I A -k- CESS S U '?�'J GUE 10714S: W201/ 1 ,(, A28F} T2p� i `C i s AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER.DRIVE OROVILLE, CA 95965 21002-100 1 06 1 6 Recorded Official Records CountyBUTTE f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 11:10AM 04 -Mar -2002 REC FEE 13.00' CONFORM .00 Kristy Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 3 FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. Tlk property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date State of Calffoirnia County of PR ERTY OWNERS: On ;Z=� 7-4 ')' before me, S eke personally appeared / 5 t.• . AtW L A n/ e A_v ,Q y kuaw* tetne*w proved to me on the basis of satisfacto evidence) to be the persoij whose nam ' �r subscribed to the within instrument and acknowledged to me that hehheli executed the same in'irt57Ge?�e r authorized capacity ems, and that by hishioW ei signaturQM on the instrument, the perso4) or the entity upon behalf of which the person(sJ acted, executed the instrument. WITNESS my hand and official seal. Signature ����i.� Seal: �, . RICHARD CACH1=I0O A.P. D 3 E�>:1'� �d 7 Z COMM. # 1288580 i NOTARY PUBLIC — CALIFORNIA :0 Z • SACRAMENTO COUNTY My Comm. Expires JAN 23, 2006 J EXHIBIT "A" ORDER NO. BU -173362-3 .DESCRIPTION THE LAND REFERRED TO 'IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED.AS FOLLOWS:. PARCEL I• PARCEL A, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 26, 1993, IN BOOK 129 OF MAPS, AT PAGES) 26 AND 27. PARCEL II• AN EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES, 60 FEET IN WIDTH OVER THAT PORTION OF MUNSON­--WAY LYING WITHIN PARCELS A, B AND C, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE -OF THE RECORDER- OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 26, 1993, IN BOOK 129 OF MAPS, AT PAGE(S) 26. AND 27. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THAT PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 6, 1974, IN BOOK 49 OF MAPS, AT PAGE(S) 25, LYING .WITHIN THAT CERTAIN 60 FOOT ROAD AND PUBLIC UTILITY EASEMENT AS SHOWN ON SAID MAP. PARCEL IV• A NON-EXCLUSIVE EASEMENT ,OVER THAT PORTION OF PARCELS 1 THRU 4 LYING,WITHIN GRIMONT ROAD, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 30, 1980, IN BOOK 76 OF MAPS, AT PAGE (S) 67. PARCEL V: A NON-EXCLUSIVE EASEMENT FOR ROAD. AND PUBLIC UTILITY PURPOSES ON, OVER AND_ UNDER A STRIP OF GROUND 60 FEET IN WIDTH LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE'- BEGINNING ENTERLINE: BEGINNING AT A POINT ON THE NORTH LINE OF LOT 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 30, 1980, IN BOOK 76 OF MAPS, AT PAGE(S) 67, FROM WHICH THE NORTHEAST CORNER OF SAID LOT 2 BEARS -NORTH 88 DEG. 58' 11 " EAST 114.52 FEET.; THENCE SOUTH 43 DEG. 03' 42" EAST 166.79 FEET TO THE EAST LINE OF SAID LOT 2; THENCE SOUTHERLY ALONG SAID EAST LINE SOUTH 00 DEG. 17' 13" EAST 844.01 FEET AND THE END OF SAID LINE'. DESCRIPTION -CONTINUED PARCEL VI: 1., ORDER NO.'BU-173362-3 A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES ON, OVER AND UNDER A STRIP OF GROUND 60 FEET IN WIDTH LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT P; POINT ON THE WEST LINE OF LOT.2., AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 30; 1980, IN BOOK 76 OF MAPS, AT PAGES) 67, FROM WHICH THE SOUTHWEST CORNER OF *SAID LOT 2, BEARS SOUTH 00 DEG. 08' 25" WEST A'DISTANCE OF 308.29 FEET-; THENCE NORTH 84 DEG. 54' 13"' EAST 664.01 FEET; THENCE NORTH 86 DEG. 05' 43" EAST 330.95 FEET; THENCE NORTH 88 DEG. 251. 05" EAST 330.95 FEET TO A POINT ON THE EAST LINE OF LOT 3, AS SHOWN ON SAID MAP AND THE END OF SAID LINE. A 'NON-EXCLUSIVE EASEMENT 20 FEET WIDE FOR PUBLIC UTILITIES PURPOSES, OVER A PORTION OF PARCEL 3, AS SHOWN ON .THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 98 OF MAPS, AT PAGES) 82, LYING.10 FEET ON EACH SIDE.OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID PARCEL 3 FROM. WHICH THE SOUTHEAST CORNER OF SAID PARCEL 3 BEARS NORTH 88 DEG. 58' 11" EAST,. 11.85 .FEET; THENCE NORTH 22 45' 03" EAST ALONG SAID CENTERLINE, 59.14 FEET,TO AN EXISTING POWER POLE. THE SIDELINES OF SAID CENTERLINE SHALL BE LENGTHENED OR SHORTENED AS NECESSARY TO INTERSECT.SAID SOUTH LINE OF PARCEL 3. THE BASES OF BEARING FOR THIS DESCRIPTION IS THE SAME AS SHOWN -ON SAID PARCEL MAP 98 M 82. Building Division 7 County. Center Dr. Oroville, CA 95965 RE: Truss Design, Furr Residence, APN 036-240-049 I have reviewed the truss designs for this project. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration. Sincerely; Jim Pursell, P.E. v. BUTTE COUNTY BUILDING DEPARTMENT V% Date 10/17/02 Job Number Job Name Assessor Parcel No. Analysis UBC 1997 Dead Loads Roof . Metal 1/2" plywood Framing Insulation 1/2" Gyp Wall Horiz. Siding 3/8" O.S.B. Framing 1/2 gyp Insulation JIM PURSlELL CIVIL ENGINEER RCE 60924 102-09-230 Furr/Cook 036-240-049 1.0 1.5 6.0 1.0 2.5 12 psf. 2.0 1.5 3.0 2.5 1.0 10.0 psf. Live loads 16.0 psf. Page 1 S p�9sF � f NO C 60924 Floor Flooring 4.5 3/4" plywood 2.5 Floor joists 2_0 9.0 psf. 40 psf. Lateral loads Wind: P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7- out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall PAC �E- �- _�. b --�— = S 2nd V Sf t�T_....-- � 36 /go QT�n9.�inNG D, F.. sal.,., -,v 4Lx tamp, ' S2s PS Lateral Analysis Wall OA Furr/Cook Improtance Factor I = 1 Roof: Windward Leeward q I P OA (cripple wall) (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 19 0.7 19 14.5 1 = 209 P(25)= 0.72 0.3 56 0.7 56 14.5 1 = 585 P(20)= 0.67 0.3 94 0.7 94 14.5 1 = 913 P(15)= 0.62 0.3 0 . 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P. 0.67 0.3 0 (Coef.) (Coef.x A + Coef, x A) (@75) = 0 (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 .0 0.5 0 14.5 1 = .0 P(15)= 0.62 0.8 113 0.5 113 14.5 1 = 1321 P (Total) / 3028/ WIND GOVERNS Page I-/ Roof Weight: Pitch = Rise:Run Pitch Factor 8 : 12 = 1.2 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.2 x 1201 x 12 = 17321 Wall Weight: (Area)x(Wt.(psf)) = Wt -(lb) 378 x 10 = 3780 Ca = 0.36 Total Wt.(Ib) R = 4.5 W = 21101 Base Shear (lb) V = (2.5 x Ca x I x "/(1.4 x R) = 3014 Seismic Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 751 x 10 7510 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 588 x 10 = 5880 Deck Weight: (Area)x(Wt.(psf)) = Wt -(lb) 308 x 6 = 1848 Ca = 0.36 Total Wt. (lb) R = 4.5 W = 15238 Base Shea_ r (Ib), Wall OA (cripple wall) Wind Roof: Windward Leeward q' I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) :P(30)= 0.76 0.8 0 0.5 0 1.4.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 PN 5)= 0.62 0.8 158 0.5 158 14.5 1 = 1847 Page I-/ Roof Weight: Pitch = Rise:Run Pitch Factor 8 : 12 = 1.2 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.2 x 1201 x 12 = 17321 Wall Weight: (Area)x(Wt.(psf)) = Wt -(lb) 378 x 10 = 3780 Ca = 0.36 Total Wt.(Ib) R = 4.5 W = 21101 Base Shear (lb) V = (2.5 x Ca x I x "/(1.4 x R) = 3014 Seismic Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 751 x 10 7510 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 588 x 10 = 5880 Deck Weight: (Area)x(Wt.(psf)) = Wt -(lb) 308 x 6 = 1848 Ca = 0.36 Total Wt. (lb) R = 4.5 W = 15238 Base Shea_ r (Ib), P'(Total) = 2560 SEISMIC GOVERNS Wall O Furr/Cook Lateral -Analysis Roof: Improtance Factor I = 1 Wall O P (Coef.) (Coef.x A + Coef. x A) Wind (Ibs) Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 19 0.7 19 14.5 1 = 209 P(25)= 0.72 0.3 56 0.7 56 14.5 1 = 585 P(20)= 0.67 0.3 94 0.7 94 14.5 1 = 913 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + : Coef. x A) (@75) (Ibs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(15)= 0.62 0.8 73 0.5 73 14.5 1 = 853 P'(Total) = 2560 SEISMIC GOVERNS Wall O Wind Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (Ibs) . P(30)= 0.76 0.3 90 0.7 90 14.5 1 = 992 P(25)= 0.72 0.3 -90 0.7 90 14.5 1 = 940 P(20)= 0.67 0.3 90 0.7 90 14.5 1 = 874 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(15)= 0.62 0.8 70 0.5 70 14.5 1 = 818 ,---/ Page 15 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 8 : 12 = 1.2 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.2 x 1201 x 12 = 17321 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 360 x 10 = 3600 Ca = 0.36 Total Wt.(Ib) R = 4.5 W = 20921 Base Shear (lb) V = (2.5 x Ca x I x W)/(1.4 x R) 2 -989 Seismic Roof Weight: Pitch Rise:Run Pitch Factor 8 : -12 = 1.2 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.2 x 882 x 12 = 12720 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 279 x 10 = 2790 Ca = 0.36 Total Wt.(Ib) R=4.5 W= 15510 / ` I .38yy -t 7? = x171 .16 a 3s'f z(u,) + 3 'F y -S ley .. �-,.�-� .. �,vrr ���. ` 3 � $ .:. �S �� ���3 � C-r'�-ate 3, •�� - yo5�. A2- I � - SC, h'z1/ �'(PC.R'P NAf&zz, W/ 7-"4,xL z RlA7G -sp4"K i. Nary CaR2_"-,'/�N{, y, z.s"P6 @ �"o_c. � J .P "� . F-bG� S.13 . W/ e-4 Rc-&�/ -7-P,9 P ,2gAP- &M To To.P PL @. �rG� �✓� �L- S`v( 'A F 5-r paw Gi'f3J 2a �M .- N-rX, FZl `*F iii A ltd. M� S�d�LL !3 7Zz) .- -rt� F' .P T VIA Z:® r�= l `i Pr? -k ZSTA L y _ .SoFrz� rl .UN zs z A�ra_ AAb( to t vG; lj✓t1LG ols- lam/ l 3ki- - (_o�jZr' .Sfl�v�•� _.��5 ` �� - 6 �'o c _-.1;1�F-� _ S�- �- G F/,6.L-0 _ _ �1`�-A•RrG, ./"--oR�- `7F,��JJ F��?�"l. _ Rc�.F� �1�43'iJR/3G t•�( To 77� 4� - _ -1//A Si:v% F /y" )06�R, ,OF -TA (Z-- ... /31d vN tijrt1tT 3 i Fu) q P -le `: 31 21 16. �s �G ./-A rJat AzwcAi spa �r� n i� " d •-C . -- / zLz GA �,> L -r- 7k.0sm --c, -rteF> AL- !&)/ A,3.,5,-5 (6Ys� )b) ov►�rc��,•ttNG � 5 o, z PLAN REVIEW RESPONSE FORM v In order to expedite the review of your plans, please complete the follo>ving information and rerun this form with your re-submituI. this form is not comple-te, as.to all correction items, we will not be able to accept your re -submittal for review. There must be a Yalid response to eyevy item requested in our plan correction letter. "By others" is not considered a valid response, please indicate yovr resNnsc to each item and the location where the information can be found on the pLi&calCS. ATTACH THIS FORM TO A COPi( OF YOUR PUN RMEW LETTER AND Rt::T RH MTH REVISED AND ORIGINAL pLiV.jS. OYINERS KW DATE: dqN ASSESSORS PARCEL NUMBER PERMIT NUMBER 3 CIO SPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALLS: COM !,tENrs: zs� v for e-l=b — ,+ �'w EXA5)�e6 y 46 c S �. PLAN CHECK ITEM H _L -7-r- RESPONSE BY: J f xf LOCATION ON PLANS'CALCS: S �. COMMENTS:, a� - aF v �� o -<tJPt� PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CALCS: CO AMENTS: .CI PLAN CHECK ITEM # RESPONSE BY: p SES ( CATION ON PLANS/CA �L m COMMENTS: � / C: Vl\- PLAN CHECK ITEM # RESPONSE BY: ILOCATION ON PLANS/CALCS: CDF FIRE SAFE REQUIREMENTS � b z4'_g_? P z-zZ_Os APR PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards ] 1273.02 Surface. All driveway surfaces and structures (bridges, I 1273.07 culverts and other app-.:rtezant structures which supple- ment the roadway bed cr shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [`RC1 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [P 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to.those from 100-200 feet. [Ti 2. The length of vertical. curves in roadways exclusive of gutters, ditches and drainage. structures designed to hold or divert water shall be not less than 100 feet. ] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [\1 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [�] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3--. LO of J AP # PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. / 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the buildipg. 1273.11 Gates [�9 1. Gate entrances shall be at least two feet wider than the roadway it serves.. [ 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without• obstructing traffic on that roadway. ill 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1. All parcels 1 acre azid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from il] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r f__zal inspection of a building permit. t Page 2 of 3 ni i AP # 0 2_,2Zf�Jr D"9 -,j PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or rfo doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed _0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials [ ] 2 - Date Signature Page 3 of 3 -2205 HYDRAULIC CALCULATIONS Job Number: 370-000748-A9 Location: � QROTECjjO�y FURR RESIDENCE �� ��ECTIO 61 MUNSON WAY OROVILLE, , CA'. 95966 a' �� CLASSIFICATION `rte" 0 C- 6 3 Job Number: 370-000748-A9 j L E NO. .n�o z 5 0 Design Area: CALC AREA # 1 Date: 10/25/02 14:03:59 IEOF CAOl���\Q Design Data: Occupancy Classification: Light Hazard Density: 0.05gpm/ft2 Area of Application: 129.50ft2 (Actual 129.41ft2) Coverage Per Sprinkler: 324.00ft2 Number of Sprinklers Calculated: 1 Outside Hose Streams: 5.00 Total Hose Streams: 5.00 Total Water Required: 21.20 Including hose streams Maximum Pressure Unbalance In Loops: 0.00 Volume of Water in Pipes: 15.52gal Maximum Velocity Above Ground: 6.68 between nodes 3 and 4 Maximum Velocity Under Ground: 4.27 between nodes 2 and 3 Supply Pressure(s): Available Required Safety Margin -------------------------------------------------------------------- Supply node tag: 1 25.56 20.94 4.62 Name of Contractor: SIMPLEXGRINNELL LP Address: 4650 BELOIT AVE. SACRAMENTO, CA. 95838 Designer: CARROL GLIMSTAD State Certification/License Number: C16-802591 Authority Having Jurisdiction: OROVILLE FIRE DEPARTMENT 0 1997-2002. M.E.P.CAD. Inc. 10/25/02 14:04:03 Page 1 Job Number: 370-000748-A9 IWATER SUPPLY DATA SOURCE STATIC RESIDUAL FLOW AVAILABLE TOTAL REQUIRED NODE PRESSURE PRESSURE @ PRESSURE @ DEMAND PRESSURE TAG (psi) -------------------=-----------------------=-----------=-------------------- (psi) (gpm). (psi) (gpm) (psi) 1 26.00 25.00 33.00 25.56 21.20 20.94' SUMMARY OF OUTFLOWING DEVICES ACTUAL MINIMUM DEVICE FLOW, FLOW K—FACTOR PRESSURE DENSITY (gpm) (gpm) (psi) (gpm/ft2) -------------------------------------------------------------------------- SPR 102* ' 16.20 16.20 4.9 10.93 0.05gpm/ft2 * Most demanding sprinkler. 0 1997-2002. M.E.P.CAD, Inc. 10/25/02 14:04:03 Page 2 Job Number: 370-000748-A9 FITTINGS LEGEND --------------- E Elbow T Tee L LongEl C CheckVly F BflyVly G GateVly A AlarmChk D DryPipeVly Q 45 -Elbow R TeeRun 0 Coupling W SwingChk V D1gVly s Strainer c FDC g Gauge X Cross P PumpOut r PressRed B Backflow u Unknown Z Cap J Joint f F1owDev M F1tgNode H Hose S Source N Nozzle K Sprinkler Y Hydrant p PumpIn v IVY /-Zwt, M.t.KLAIJ, Inc. 10/25/02 14:04:03 Page 3 Job Number: 370-000748-A9 NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) ----------------------------------------------------------- (psi) (gpm) 10 9'-6 The 12.19 7 9'-6 Tee 13.14 2 -0'-6 19.10 3 0'-6 18.64 4 4'-0 Tee 16.86 5 4'-4. 16.68 6 6'-5 15.16 102 9'-0 K=4.9 10.93 16.20 1 -3'-0 Source 20.94 16.20 O 1997-2002, M.E.P.CAD, Inc. 10/25/02 14:04:03 Page 4 Job Number: 370-000748-A9 HYDRAULIC ANALYSIS Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Tot. Length DR 1.1090 16.20 5.38 C=150 0.04448 9'-6 23'-9 Pf Pe 1.48 -0.22- 102 9'-0 16.20 4.9 10.93 K=4.9 10 9'-6 12.19 E,2T 33'-3 Pv BL 1.1090 7.91 2.63 C=150 0.01180 62'-3 17'-10 Pf Pe 0.94 10 9'-6 12.19 7 9'-6 13.14 2E,T 80'-1 Pv BL 1.1090 16.20 5.38 C=150' 0.04448 11'-4 3'-11'i Pf Pe 0.68 1.34 7 9'-6 13.14 6 6'-5 15.16 Elbow 15'-3%1 Pv FR 1.0490 16.20 6.01 C=120 0.08812 2'-1 5'-0 Pf Pe 0.62 0.90 6 6'-5 15.16 5 4'-4 16.68 C=-0.44 7'-1 Pv BL 1.0490 16.20 6.01 C=120 0.08812 0'-4 Pf Pe 0.03 0.14 5 4'-4 16.68 4 4'-0 16.86 0'-4 Pv FR 0.9950 16.20 6.68 C=150 0.07544 3'-6 Pf Pe 0.26 1.52 4 4'70 16.86 3 0'-6 18.64 3'-6 Pv UG 1.2450 16.20 4.27 C=150 0.02532 1'-0 Pf Pe 0.03 0.43 3 0'-6 18.64 2 -0'-6 19.10 1'-0 Pv UG 1.4000 16.20 3.38 C=150 0.01430 48'-6 4'-10'-1 Pf Pe 0.76 1.08 2 -0'-6 19.10 1 -3'-0 20.94 E,S 53'-4'1 Pv ••••• Route 1 ••••• BL 1.1090 8.29 2.75 C=150 0.01288 55'-&1 17'-10 Pf Pe 0.94 10 9'-6 12.19 7 9'-6 13.14 2E,T 73'-4 Pv ••••• Route 2 ••••• Units Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: fps Pressure: psi Length: Foot Friction Loss: psi/Foot HWC: Hazen -Williams Constant Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe O 1997-2002, M.E.P.CAD, Inc. 10/25/02 14:04:03 Page 5 Job Number: 370-000748-A9 RISER TAG INFORMATION Location: FURR RESIDENCE 61 MUNSON WAY OROVILLE, CA. 95966 Occupancy Classification: Light Hazard Number of Sprinklers: 17 K -Factor: 4.9' Orifice Size: 0.375 Design Density: 0.05gpm/ft2 (Actual Density: 0.13gpm/ft2 Designed Area of Discharge: 129.50ft2 (Actual 129.41ft2) gpm Discharge: 16.20 Static Pressure: 26.00 Required Pressure: 20.94 Residual Pressure: 25.00 Supply Flow: 33.00 �` 0 1997-2002. M.E.P.CAD.Inc. 10/25/02 14:04:03 Page 6 Job Number: 370-000748-A9 HYDRAULIC GRAPH 50 45- 40 35 30 CL 25 Static pressure 26.00 33.00 @ 25.00 N 0 21.20 with hose streams 20 16.20 @ 20.94 15-- 10 System demand curve -- 5. 0 050 100 150 200 250 300 350 400 450 500 Water flow, gpm Supply at Node 1 Static pressure: 26.00 Residual Pressure: 33.00 @ 25.00 System Demand: 16.20 @ 20.94 System Demand with hose streams: 21.20 @ 20.94 & 0 1997-2002. M.E.P.CAD,Inc. 10/25/02 14:04:03 Page Job Number: 370-000748-A9 Hydraulic Flow Diagram & 0 1997-2002, M.E.P.CAD,Inc. 10/25/02 14:04:03 Page 8 Job Number: 370-000748-A9 & © 1997-2002, M.E.P.CAD,Inc. 10/25/02 14:04:03 Page 9 e HYDRAULIC CALCULATIONS Location: FURR RESIDENCE 61 MUNSON WAY OROVILLE, , CA. 95966 Job Number: 370-000748-A9 Design Area: CALC AREA # 2 Date: 10/25/02 14:03:04 Job Number: 370-000748-A9 �V90TECA @� CUISSIMAIM �� *Y- 6 g en L E N0. h � 5 3l '?kr OF CAl Design Data: Occupancy Classification: Light Hazard Density: 0.05gpm/ft2 Area of Application: 261.36ft2 (Actual 261.36ft2) Coverage' Per Sprinkler: 256.00ft2 Number of Sprinklers Calculated: 2 Outside•Hose Streams: 5.00 Total Hose Streams: 5.00 Total Water Required: 31.01 Including hose streams Maximum Pressure Unbalance In Loops: 0.00 Volume of Water in Pipes: 15.52gal Maximum Velocity Above Ground: 10.73 between nodes 3 and 4 Maximum Velocity Under Ground: 6.86 between nodes 2 and 3 Supply Pressure(s): Available Required Safety Margin -------------------------------------------------------------------- Supply node tag: 1 25.11 22.38 2.73 Name of Contractor: SIMPLEXGRINNELL LP Address: 4650 BELOIT AVE. SACRAMENTO, CA. 95838 Designer: CARROL GLIMSTAD State Certification/License Number: C16-802591 Authority Having Jurisdiction: OROVILLE FIRE DEPARTMENT & © 1997-2002. M.E.P.CAD, Inc. 10/25/02 14:03:34 Page 1 Job Number: 370-000748-A9 WATER SUPPLY DATA SOURCE STATIC RESIDUAL FLOW AVAILABLE TOTAL REQUIRED NODE PRESSURE PRESSURE @ PRESSURE @ DEMAND PRESSURE TAG (psi) ----------- (psi) -------------------------------------------------------- (gpm). (psi) (gpm) (psi) 1 26..00 25.00 33.00 25.11 31.01 22.38' S Y . OF OUTFLOWING DEVICES ACTUAL MINIMUM DEVICE FLOW. FLOW K—FACTOR PRESSURE DENSITY (gPm) -------------------------------------------------------------------------- (gPm) (psi) (gpm/ft') SPR 100 13.01 12.80 4.9 7.05 0.05gpm/ft2 SPR 101* 13.00 13.00 4.9 7.04 0.05gpm/ft2 * Most demanding sprinkler. 0 1997-2002, M.E.P.CAD, Inc. 10/25/02 14:03:34 Page 2 Job Number: 370-000748-A9 FITTINGS LEGEND E Elbow T Tee L LongEl C CheckVly F BflyVly G GateVly A AlarmChk D DryPipeVly Q 45 -Elbow R TeeRun 0 Coupling W SwingChk V D1gVly s Strainer c FDC g Gauge X Cross P PumpOut r PressRed B Backflow u Unknown Z Cap J Joint f F1owDev M F1tgNode H Hose S Source N Nozzle K Sprinkler Y Hydrant p PumpIn '= © 1997-2002. M.E.P.CAD. Inc. 10/25/02 14:03:34 Page 3 NODE ANALYSIS NODE ELEVATION FITTINGS (Foot) ------------------------ 9 9'-6 Tee 8 9'-6 Tee 7 9'-6 Tee 2 -0'-6 3 0'-6 4 4'-O.Tee 5 4'-4 6 6'-5 100 12'-7 K=4.9 101 12'-7 K=4.9 1 -3'-0 Source PRESSURE DISCHARGE (psi) (gpm) ----------------------------------- 9.28 9.29 11.23 19.46 18.97 16.82 16.61 14.21 7.05 13.01 7.04 13.00 22.38 26.01 Job Number: 370-000748-A9 0 1997-2002. M.E.P.CAD.Inc. 10/25/02 14:03:34 Page 4 Job Number: 370-000748-A9 HYDRAULIC ANALYSIS Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Eq. Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Tot. Length DR 1.1090 13.00 4.32 C=150 0.02960 10'-101, 19'-9'1 Pf Pe 0.91 1.33 101 12'-7 13.00 4.9 7.04 K=4.9 9 9'-6 9.28 Q,2E,T 30'-8 Pv BL 1.1090 2.30 0.76 C=150 0.00120 10'-2111 Pf Pe 0.01 9 . 9'-6 9.28 8 9'-6 9.29 10'-21,1 Pv BL 1.1090 15.31 5.09 C=150" 0.04008 34'-711 13'-10'1 Pf Pe 1.94 8 9'-6 9.29 7 9'-6 11.23 E,T 48'-6 Pv BL 1.1090 26.01 8.64 C=150 0.10682 11'-4 3'-11'1 Pf Pe 1.63 1.34 7 9'-6 11.23 6 6'-5 14.21 Elbow 15'-3'1 Pv FR 1.0490 26.01 9.666 C=120 0.21163 2'-1 5'-0 Pf Pe 1.5Q 0.90 6 6'-5 14.21 5 4'-4 16.61 C=-1.06 7'-1 Pv BL 1.0490 26.01 9.66 C=120 0.21163 0'-4 Pf Pe 0.07 0.14 5 4'-4 16.61 4 4'-0 16.82 0'-4 Pv FR 0.9950 26.01 10.73 C=150 0.18117 3'-6 Pf Pe 0.63 1.52 4 4'-0 16.82 3 0'-6 18.97 3'-6 Pv UG 1.2450 26.01 6.86 C=150 0.06081 1'-0 Pf Pe 0.06 0.43 3 0'-6 18.97 2 -0'-66 19.46 1'-0 Pv UG 1.4000 26.01 5.42 C=150 0.03434 48'-6 4'-10'1 Pf Pe 1.83 1.08 2 -0'-6 19.46 1 -3'-0 22.38 E,S 53'-411 Pv ••••• Route 1 ••••• DR 1.1090 13.01 4.32 C=150 0.02966 10-10 19'-9'1 Pf Pe 0.91 1.33 100 12'-7 13.01 4.9 7.05 K=4.9 8 9'-6 9.29 Q12E,T 30'-711 Pv ••••• Route 2 ••••• BL 1.1090 10.70 3.55 C=150 0.02065 72'-11'1 21'-911 Pf Pe 1.96 9 9'-6 9.28 7 9'-6 11.23 3E,T 94'-8;1 Pv ••••• Route 3 ••••• Units Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: fps Pressure: psi Length: Foot Friction Loss: psi/Foot HWC: Hazen -Williams Constant Pt: Total pressure at a point in a pipe Pn: tdormal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe & O 1997-2002, M.E.P.CAD, Inc. 10/25/02 14:03:34 Page 5 No Job Number: 370-000748-A9 RISER TAG INFORMATION Location: FURR RESIDENCE 61 MUNSON WAY OROVILLE, CA. 95966 Oc.cupan.cy Classification: Light'Hazard Number of Sprinklers: 17 IK -Factor: 4.9' I Orifice Size: 0.375 Design Density: 0.05gpm/ft2 Actual Density: O.Jogpm/ft2 Designed Area of Discharge: 261.36ft2 (Actual 261.36ft2) Igpm Discharge: 26.01 (Static Pressure: 26.00 Required Pressure: 22.38 (Residual Pressure: 25.00 Supply Flow: 33.00 O 1997-2002. M.E.P.CAD.Inc. 10/25/02 14:03:34 Page 6 Job Number: 370-000748-A9 HYDRAULIC GRAPH 50 45 40- 35 30 CL 25 Static pressure 26.00 33.00 @ 25.00 N � 31.01 with hose streams aN 20 26.01 @ 22.38 15 10System demand curve 5 O—Z M=111111111 1111111 1 11111111 050 100 150 200. 250 300 350 400 450 500 Water flow, gpm Supply at Node 1 Static pressure: 26.00 Residual Pressure: 33.00 @ 25.00 System Demand: 26.01 @ 22.38 System Demand with hose streams: 31.01 @ 22.38 & O 1997-2002. M.E.P.CAD. Inc. 10/25/02 14:03:34 Pa,ae 7 Job Number: 370-000748-A9 Hydraulic Flow Diagram 0 1997-2002, M.E.P.CAD, Inc. 10/25/02 14:03:34 Page 8 r Job Number: 370-000748-A9 Hydraulic Flow Diagram 0 1997-2002, M.E.P.CAD, Inc. 10/25/02 14:03:34 Page 9 .1 tqCJ3Fire &Building Products Direct Sales (Central): Tel: (800) 523-6512 / Fax: (215) 362-5385 Distribution Sales (Gem/Star): Tel: (800) 558-5236 / Fax: (800) 877-1295 Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series LFII Residential Pendent Sprinklers 4.9 K -factor General Description The Series LFII (TY2234) Residential Pendent Sprinklers are decorative, fast response, frangible bulb sprinklers designed for use. in residential occu- pancies such as homes, apartments, dormitories, and hotels. When aesthet- ics and optimized flow characteristics are the major consideration, the Series LFII (TY2234) should be the first choice. 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 resi- dential occupancies up to and includ- ing four stories in height per NFPA 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 recessed version of the Series LFII (TY2234) is intended for use in areas with finished ceilings. It employs a two-piece Style 20 Recessed Es- cutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush ceil- ing position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the pipe nipples to the sprinklers must be cut. 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. Page 1 of 4 WARNINGS The Series LFII (TY2234) Residential Pendent Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may impair the integrity of these devices. 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 relative to any questions. Sprinkler/Model Identification Number SIN TY2234 Technical Data Approvals: . UL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.9 GPM/psili2 (70,6 LPM/bars/2) Temperature Rating: 155°F/68°C or 175°F/79°C Finishes: White Polyester Coated, Chrome Plated, or Natural Brass Physical Characteristics: Frame . .... Brass Button .... Bronze Sealing Assembly . . . . Beryllium Nickel w/Teflont Bulb . . . . 3 mm dia. Glass Compression Screw . .. . . Bronze AUGUST, 2002 Deflector .... .. . Bronze Ejection Spring . . . Stainless Steel tDuPont Registered Trademark Operation The glass Bulb contains a fluid that 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 flow water. TFP400 Page 2 of 4 TFP400 (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 (rY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS Design Criteria The Series LFII (TY2234) Residential Pendent Sprinklers are UL and C -UL Listed for installation in accordance 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 local Authority having Juris- diction. 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 the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from _each of the four sprinklers is to be the greater of the following: 9 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 with a deflector to ceiling distance of 1-3/8 to 4 inches or in the recessed position using only the Style 20 Recessed Escutcheon as shown in Figure 2. NOTE So as to help avoid obstructions to water distribution, a maximum 12 inch deflector -to -ceiling distance is permit- ted for NFPA 130 and NFPA 13R ap- plications where the sprinklers are lo- cated in closets. 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). Installation The Series LFII (TY.2234) 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. The Series LFII Pendent Sprinklers must be installed in accordance with the following instructions. Step 1. Pendent sprinklers are to be installed in the pendent position with the deflector parallel to the ceiling. 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 Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling Area (a) Ft. (Max. 2 Inch Rise (Max. 8 Inch Rise Ft. x FL (m) for 12 Inch Run) for 12 Inch Run) (m x m) 155°F/68°C or 175°Ff79°C 155'F/68°C 175°Ff79°C 12 x 12 12 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 18 GPM (68,1 LPM) (3,7 x 3,7) (3,7) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 13.5 psi (0,93 bar) 14 x 14 14 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 18 GPM (68,1 LPM) (4,3 x 4,3) (4,3) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 13.5 psi (0,93 bar) 16 x 16 16 113 GPM (49,2 LPM) 13 GPM (49,2 LPM) 18 GPM (68,1 LPM) (4,9 x 4,9) (4,9) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 13.5 psi (0,93 bar) 18x 18 18 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 23 GPM (87,1 LPM) (5,5 x 5,5) (5,5) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 22.0 psi (1,52 bar) 20 x 20 20 20 GPM (75,7 LPM) 21 GPM (79,5 LPM) N/A (6,1 x 6,1) (6,1) 16.7 psi (1,15 bar) 18.4 psi (1,27 bar) TFP400 (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 (rY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS Design Criteria The Series LFII (TY2234) Residential Pendent Sprinklers are UL and C -UL Listed for installation in accordance 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 local Authority having Juris- diction. 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 the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from _each of the four sprinklers is to be the greater of the following: 9 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 with a deflector to ceiling distance of 1-3/8 to 4 inches or in the recessed position using only the Style 20 Recessed Escutcheon as shown in Figure 2. NOTE So as to help avoid obstructions to water distribution, a maximum 12 inch deflector -to -ceiling distance is permit- ted for NFPA 130 and NFPA 13R ap- plications where the sprinklers are lo- cated in closets. 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). Installation The Series LFII (TY.2234) 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. The Series LFII Pendent Sprinklers must be installed in accordance with the following instructions. Step 1. Pendent sprinklers are to be installed in the pendent position with the deflector parallel to the ceiling. 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 .TFP400 Components 1 - Frame " 2 - Button 3- Sealing Assembly 4 - Bulb 5- Compression Screw 6 Deflector * . 7- Eiection Spring "Temperature rating is indicated on Deflector. ESCUTCHEON PLATE SEATING 2-7/8" DIA. SURFACE (73,0 mm) 7 2-1/4" (57,2 mm) Page 3' of 4 E 2 WRENCH �WI )ESECEON0 FLATS SSED CROSS SECTION PENDENT'' RECESSED PENDENT FIGURE 1 SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS 2-7/8' DIA. 7/16x1/8' (73,0 mm) 1/2' (12,7 mm) (11,1x3,2 mm) 2-1/4" DIA. 1/4' (6,4 mm) FACE OF SPRINKLER MOUNTING FITTING I PLATE MOUNTING SURFACE 1/8' (3,2 mm) CLOSURE TY2234 1-3/8' (34,9 mm 1-1/8' (28,6 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE SERIES LFII (7-Y2234) RESIDENTIAL PENDENT SPRINKLER sprinkler fitting using only the W -Type 6 Sprinkler Wrench (Ref. Figure 3). With reference to Figure 1, the W -Type 6 Sprinkler Wrench is to be applied to the wrench flats. The Series LFII Recessed Pendent Sprinklers must be installed in ac- cordance with the following instruc- tions. .Step A. Recessed pendent sprinklers are to be installed in the pendent posi- tion with the deflector parallel to the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the III ftti I th W T WRENCH RECESS (END W USED FOR TY2234) FIGURE 3 W -TYPE 6 SPRINKLER WRENCH WRENCH RECESS 4 PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W -TYPE 7 RECESSED SPRINKLER WRENCH span e, I ng using on y e - ype 7 Recessed Sprinkler "Wrench (Ref. push the Closure over the Mounting Figure 4). With reference to Figure 1, Plate until "its flange comes in contact the W -Type 7 Recessed Sprinkler with -the ceiling. Wrench is to be applied to the sprinkler wrench flats. Step D. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 20 Closure over the Series LFII Sprinkler and • 4 --- Ir ESCUTCHEON PLATE SEATING 2-7/8" DIA. SURFACE (73,0 mm) 7 2-1/4" (57,2 mm) Page 3' of 4 E 2 WRENCH �WI )ESECEON0 FLATS SSED CROSS SECTION PENDENT'' RECESSED PENDENT FIGURE 1 SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS 2-7/8' DIA. 7/16x1/8' (73,0 mm) 1/2' (12,7 mm) (11,1x3,2 mm) 2-1/4" DIA. 1/4' (6,4 mm) FACE OF SPRINKLER MOUNTING FITTING I PLATE MOUNTING SURFACE 1/8' (3,2 mm) CLOSURE TY2234 1-3/8' (34,9 mm 1-1/8' (28,6 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE SERIES LFII (7-Y2234) RESIDENTIAL PENDENT SPRINKLER sprinkler fitting using only the W -Type 6 Sprinkler Wrench (Ref. Figure 3). With reference to Figure 1, the W -Type 6 Sprinkler Wrench is to be applied to the wrench flats. The Series LFII Recessed Pendent Sprinklers must be installed in ac- cordance with the following instruc- tions. .Step A. Recessed pendent sprinklers are to be installed in the pendent posi- tion with the deflector parallel to the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the III ftti I th W T WRENCH RECESS (END W USED FOR TY2234) FIGURE 3 W -TYPE 6 SPRINKLER WRENCH WRENCH RECESS 4 PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W -TYPE 7 RECESSED SPRINKLER WRENCH span e, I ng using on y e - ype 7 Recessed Sprinkler "Wrench (Ref. push the Closure over the Mounting Figure 4). With reference to Figure 1, Plate until "its flange comes in contact the W -Type 7 Recessed Sprinkler with -the ceiling. Wrench is to be applied to the sprinkler wrench flats. Step D. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 20 Closure over the Series LFII Sprinkler and Page 4 of 4 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 shipped or stored where the tempera- ture will exceed 100°F/380C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be re- placed. Sprinklers that have been ex- posed to corrosive products of com- bustion, but have not operated, should be replaced if they cannot be com- pletely 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/slippage, 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). 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. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years Against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of. any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' Lk ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. TFP400 Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series LFII (TY2234), K=4.9, Residen- tial Pendent Sprinkler with (specify) temperature rating and (specify) finish, P/N (specify). 155°F/68°C or Chrome Plated ......... P/N 51-201-9-155 155°F/68°C White Polyester......... P/N 51-201-4-155 155°F/68°C Natural Brass........... P/N 51-201=1-155 175°Fn9°C or Chrome Plated ......... P/N 51-201-9-175 . 175°F/79°C White Polyester......... P/N 51-201-4-175 175°F/79°C Natural Brass............ P/N 51-201-1-175 Recessed Escutcheon: Specify: Style 20 Recessed Escutch- eon with (specify) finish, P/N (specify). 1/2' (15 mm) Style 20 Chrome Plated ......... P/N 56-7059-010 1/2' (15 mm) Style 20 White Color Coated ................ P/N 56-705-4-010 1/2' (15 mm) Style 20 Bright Brass Coated ................ P/N 56-7052-010 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. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Model BV=QR & BVL"R • & 8.0 Mactor Quick Response Standard Coverage Upright, Pendent & Rec. Pendent Glass Bulb Automatic Sprinkler Tyco Fire Products --- www.centralsprinkler.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 --- USA Customer Service/Sales: Tel: (215) 362-0700 / Fax: (215) 362-5385 Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 General should be considered, as a minimum, along with the corrosive nature of the Description The Central Model BV -QR, 4.2 & 5.6 K -factor (7/16" & 1/2" orifice) & Model BVLO-QR, 8.0 K -factor (17/32" orifice), Upright, Pendent, and Rec. Pendent Sprinklers are quick response - standard coverage, decorative glass bulb type spray sprinklers designed for use in light & ordinary hazard, commercial occupancies such as banks, hotels, shopping malls etc. The recessed version of the Central Model BV -0R, intended for use in areas with a finished ceiling, uses a two-piece Model BV Res/QR Recessed Escutcheon (Vented or Unvented). The Model BV Rss✓QR Recessed Escutcheon provides up to 3/8 inch (9,5 mm) of total adjustment from the flush pendent position. The recessed version of the Central Model BVLO-OR, also intended for use in areas with a finished ceiling, uses a two-piece Model ELO Recessed Escutcheon. The Model ELO Recessed Escutcheon provides up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position. The adjustment provided by these Recessed Escutcheons reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. These sprinklers are available with a polyester coating that may be utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmospheres. Although polyester coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of this corrosion resistant coating for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, chemical to which the sprinklers will be exposed. 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, which then allows the sprinkler to activate & flow water. WARNING The Model BV -QR & BVLO-QR Upright, Pendent & Rec. Pendent Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any otherauthorities having jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Figure 1 - Cross Section Model BVLO-QR, Upright Sprinkler COMPRESSION DEFLECTOR SCREW / GLASS BULB OPERATING ELEMENT \ SPRINKLER FRAME BUTTON GASKETED SPRING ASSEMBLY PLATE (BELLEVILLE SEAL) CENTRAL Standard Spray Upright, Pendent & Rec. Pendent Sprinklers No. 1-7.0 Figure 2 - Model BV -QR, Upright, Pendent & Rec. Pendent Sprinkler 1-1/16 1/2" NPT (27,0 mm) 2-1/16 rro1N3o (52,4 mm) WRENCH FLAT 1-vts' (27,0 mm) ELEVATION VIEW 2-1/16! (52,4 mm) CENTRAL 1/2' NPT FACE OF REDUCING COUPLING Table 1 - Laboratory Listings and Approvals, Model BV -QR ! 3/8" (9,5 mm) Bulb Color Code Natural Brass Min. Polyester Coated Recessed 3/4"(19,1 mm) Orange 1,2,3,4 Max. 1,2,3',4 lVtUN30 \ OUTER 1,2,3,4 FINISHED ESCUTCHEON 1,2,3",4 175°Fl790C RING 1,2,3,4 CEILING LINE 1,2,3',4 1,2,3',4 MODEL BV Res/QR RECESSED 1,2,3,4 RECESSED SUPPORT CUP 2"(50,8 mm) Min. ESCUTCHEON Blue 2-1/4" (57,2 mm) Max. 1,2,3,4 1,2,3',4 2-7/8' (73,0 mm Table 1 - Laboratory Listings and Approvals, Model BV -QR 1. Listed by Underwriters Laboratories, Inc. - (K = 4.2 & 5.6) 2. Listed by Underwriters' Laboratories of Canada. - (K = 4.2 & 5.6) 3. Approved by Factory Mutual Research Corporation. - (K = 5.6) 4. Approved by the City of New York under MEA 466-92-E Vol. III. - (K = 4.2 & 5.6) Pendent Only. Only Approved with the Series BV Res/QR (Vented) Recessed Escutcheon Assy Technical Data Sprinkler Identification Number SIN C2201 - BV -QR Pend (K=4.2) SIN C2101 - BV -QR UP (K=4.2) ,SIN C3201 - BV -QR Pend (K=5.6) � SIN C3101 - BV -QR UP (K=.6) SIN C4201 - BVLO-QR Pend (K=8.0) SIN C4101 - BVLO-QR UP (K=8.0) Approvals UL, ULC & C -UL Listed. . FM & NYC Approved (Refer to Table 1 - 2. The approvals apply . only to the service conditions indicated in the Design Criteria Section) Maximum Worldng Pressure 175 psi (12,1 bar) 250 psi (17,3 bar) UL & ULC (K=5.6) Pipe Thread Connection 1/2 inch NPT - (K=4.2 & 5.6) 3/4 inch NPT - (K=8.6) Discharge Coefficient K = 4.2 GPM/psi12 (60,5 LPM/bar12) . K = 5.6 GPM/psi12 (80,6 LPM/bar12) K = 8.0 GPM/psi12 (115,2 LPM/bar12) Temperature Ratings 135°F/57°C, 155017/680C, 175°17/79°C 200°F/930C, 2500F/1210C Finishes Sprinkler: White Polyester, Chrome Plated, or Natural Brass Rec. Escutcheon: White Coated, Chrome Plated, or Brass Plated Corrosion Resistant Coatings Sprinkler: White Polyester (UL only) Head Guard & Water Shield: G-3 (Guard) - (K=5.6) Up & Pend. WSG-3 (Guard & Shield) - (K=5.6) Up. WS -3 (Shield) - (K--5.6) Pendent (See Data Sheet 3-13.0 for details) Physical Characteristics The Model BV -QR & BVLO-QR Upright, Pendent & Rec. Pendent Sprinklers utilize a dezincification resistant (DZR) bronze frame and a 3 mm bulb. The two-piece . button assembly is brass and copper. The sprinkler frame orifice is sealed with a gasketed spring plate (Belleville Seal) consisting of a beryllium nickel disc spring that is sealed on both its inside and outside edges with a Teflonlm gasket. The compression screw is bronze, & the . deflector is brass. SPRINKLER FINISH & STYLE Temperature Rating Bulb Color Code Natural Brass Chrome Plated Polyester Coated Recessed 135017/570C Orange 1,2,3,4 1,2,3,4 1,2,3',4 1,2,3",4 155017/680C Red 1,2,3,4 1,2,3,4 1,2,3',4 1,2,3",4 175°Fl790C Yellow 1,2,3,4 1,2,3,4 1,2,3',4 1,2,3',4 200017/930C Green 1,2,3,4 1,2,3,4 1,2,3',4 1,2,3",4 / 250017/1210C Blue 1,2,3,4 1,2,3,4 1,2,3',4 - 1. Listed by Underwriters Laboratories, Inc. - (K = 4.2 & 5.6) 2. Listed by Underwriters' Laboratories of Canada. - (K = 4.2 & 5.6) 3. Approved by Factory Mutual Research Corporation. - (K = 5.6) 4. Approved by the City of New York under MEA 466-92-E Vol. III. - (K = 4.2 & 5.6) Pendent Only. Only Approved with the Series BV Res/QR (Vented) Recessed Escutcheon Assy Technical Data Sprinkler Identification Number SIN C2201 - BV -QR Pend (K=4.2) SIN C2101 - BV -QR UP (K=4.2) ,SIN C3201 - BV -QR Pend (K=5.6) � SIN C3101 - BV -QR UP (K=.6) SIN C4201 - BVLO-QR Pend (K=8.0) SIN C4101 - BVLO-QR UP (K=8.0) Approvals UL, ULC & C -UL Listed. . FM & NYC Approved (Refer to Table 1 - 2. The approvals apply . only to the service conditions indicated in the Design Criteria Section) Maximum Worldng Pressure 175 psi (12,1 bar) 250 psi (17,3 bar) UL & ULC (K=5.6) Pipe Thread Connection 1/2 inch NPT - (K=4.2 & 5.6) 3/4 inch NPT - (K=8.6) Discharge Coefficient K = 4.2 GPM/psi12 (60,5 LPM/bar12) . K = 5.6 GPM/psi12 (80,6 LPM/bar12) K = 8.0 GPM/psi12 (115,2 LPM/bar12) Temperature Ratings 135°F/57°C, 155017/680C, 175°17/79°C 200°F/930C, 2500F/1210C Finishes Sprinkler: White Polyester, Chrome Plated, or Natural Brass Rec. Escutcheon: White Coated, Chrome Plated, or Brass Plated Corrosion Resistant Coatings Sprinkler: White Polyester (UL only) Head Guard & Water Shield: G-3 (Guard) - (K=5.6) Up & Pend. WSG-3 (Guard & Shield) - (K=5.6) Up. WS -3 (Shield) - (K--5.6) Pendent (See Data Sheet 3-13.0 for details) Physical Characteristics The Model BV -QR & BVLO-QR Upright, Pendent & Rec. Pendent Sprinklers utilize a dezincification resistant (DZR) bronze frame and a 3 mm bulb. The two-piece . button assembly is brass and copper. The sprinkler frame orifice is sealed with a gasketed spring plate (Belleville Seal) consisting of a beryllium nickel disc spring that is sealed on both its inside and outside edges with a Teflonlm gasket. The compression screw is bronze, & the . deflector is brass. nDesign Criteria The Model BV -QR & BVLO-QR Upright, Pendent & Rec. Pendent Sprinklers are Quids Response, Standard Coverage, Spray Sprinklers intended for fire protection systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency. The 4.2 K -Factor, Model BV -QR Sprinklers (Ref. Table 1) are UL & ULC listed and NYC Approved for use in accordance with current NFPA standards. The 5.6 K -Factor, Model BV -QR Sprinklers (Ref. Table 1) are UL & ULC listed and NYC Approved for use in accordance with current NFPA standards, and FM Approved for use in accordance with the FM Loss Prevention Data Sheets. The 8.0 K -Factor, Model BVLO QR Sprinklers (Ref. Table 2) are UL & C -UL listed for use in accordance with current NFPA standards, and FM Approved for use in accordance with the FM Loss Prevention Data Sheets. The Model BV -QR & BVLO-QR Sprinklers can be used with any metalic flush or extended escutcheon, provided the maximum ceiling to top of sprinkler deflector dimension specified in NFPA 13 is maintained. For recessed applications, only the Model BV Res/QR Vented or Unvented, (for 4.2 & 5.6 K -factor sprinkers) and ELO (for 8.0 K -factor sprinklers) Recessed Escutcheon Assemblies may be used. NOTE Inquiries concerning the appropriateness of polyester coated sprinklers for a given corrosive environment should be submitted to the attention of the Technical Services Department. Polyester coated sprinklers are not suitable for use in open sprinkler applications. F3Installation The Model BV -QR & BVLO-QR Sprinklers must be installed in accordance with the following instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid froin'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 3132 inch (2,4 mm) for the 250OF/121 °C rating. 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 maximum of (Continued on Page 4) Figure 3 - Model BVLO-OR, Upright,, Pendent Rec. Pendent Sprinkler 2-1/8• (54,0 mm)' ELEVATION VIEW IiIIIIIIWIIIIIIII 0 OUTER ESCUTCHEON RING RECESSED SUPPORT CUP 3/4' NPT WRENC FLAT 2-1/8' mm) i FACE OF REDUCING --�� COUPLING Table 2 - Laboratory Listings and Approvals, Model BVLO-QR 3/8' (9,5 mm) Temperature Rating Bulb Color Code Min. Chrome Plated Polyester Coated 1-1/8' (28,6 mm) 30 Orange \ Max. 1,2,3 1,2,3 1,2,3 155017/680C Red FINISHED 1,2,3 1,2,3 1,213 1750Ff79°C Yellow CEILING LINE 1,2,3 1,2,3 WRENCH 200017/930C FLAT MODEL ELO 1,2,3 1,2,3 RECESSED 2-1/4" (57,2 mm) Min. Blue ESCUTCHEON 2-3/4- (69,9 mm) Max. 1,2,3 ---- — 3-1/4- (82,6 mm Table 2 - Laboratory Listings and Approvals, Model BVLO-QR 1. Listed by Underwriters Laboratories, Inc. 2. Listed by Underwriters Laboratories for use in Canada (C -UL). 3. Approved by Factory Mutual Research Corporation. SPRINKLER FINISH & STYLE Temperature Rating Bulb Color Code Natural Brass Chrome Plated Polyester Coated Recessed 135017/570C Orange 1,2,3 1,2,3 1,2,3 1,2,3 155017/680C Red 1,2,3 1,2,3 1,2,3 1,213 1750Ff79°C Yellow 1,2,3 1,2,3 1,2,3 1,2,3 200017/930C Green 1,2,3 1,2,3 1,2,3 1,2,3 250017/121 OC Blue 1,2,3 1,2,3 1,2,3 ---- 1. Listed by Underwriters Laboratories, Inc. 2. Listed by Underwriters Laboratories for use in Canada (C -UL). 3. Approved by Factory Mutual Research Corporation. �Installation[]Maintenance Care & (Cont.) 21 ft:lbs. (28,5 Nm) of torque is to be used to install 1/2 inch NPT sprinklers. A leak tight 3/4 inch NPT sprinkler joint should be obtained 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 3/4 inch NPT sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leakage or impair- ment of tine sprinkler. Do not attempt to compensate for insuilbent adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. Upright sprinklers must be installed only in. the upright position & pendent sprinklers must be installed only in the pendent position. The deflector is to be parallel to the ceiling, roof, or mounting surface, as applicable. Step 2. After installing the BV Res/OR or ELO support cup (or other escutcheon, as applicable) over the sprinkler pipe threads & with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Wrench tighten the sprinkler using only the following wrenches: BV -QR Up/Pend - Comb. Wrench (1106) BV -QR Rec. Pend - BV Wrench (1099) BVLO-QR Up & Pend - W -Type 3 (1073) BVLO-QR Rec. Pend - ELO Offset (1093) Wrenches are to be applied to the sprinkler wrench flats (Ref. Fig 2 & 3) only. Step 4. For applications using the BV -QR Rec. Pendent Sprinklers, a Protective Cap is available which helps to prevent damage to the sprinkler during ceiling installation or during application of the finish coating of the ceiling. Place the Protective Cap over the Recessed Support Cup and push it upwards until it bottoms out against the sprinkler deflector. NOTE As long as the Protective Cap remains in plaoe, the system is considered "Out of L+„rvice. n a7Step S. After the ceiling -has been completed, remove and discard the Protective Cap. If the sprinkler has been damaged, replace the entire sprinkler assembly. Do not attempt to modify or repair a damaged sprinkler. Step 6. Push the outer ring of the Recessed Escutcheon over the Recessed Support Cup. Do not continue to push on the Recessed Escutcheon such that it lifts a ceiling panel out of its normal position. If the Outer Recessed Escutcheon Ring cannot be engagedwith the Recessed Support Cup or the Outer Recessed Escutcheon Ring cannot be engaged sufficiently to contact the ceiling, the sprinkler fitting must be repositioned. twa F/ow ControlTyco Fire /Products The Model BV -QR & BVLO-QR Sprinklers must be maintained and serviced in accordance with the following instructions. NOTES Absence of an escutcheon which is used .to cover clearance hole, may delay the time to operation in a fire situation. Before dosing a fire protection system main control valve for maintenance work on the fire protection system it controls, permission to shut down the affected fire protection systems must be obtained from Me proper authorities. All personnel who may be affected by this action must be notified. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be shipped or stored where their tempera- tures will exceed 100017/380C and they must never be painted, plated, coated or otherwise altered after leaving the factory. Modified 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 damage - before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installation Section). Frequent visual inspections are recom- mended to be initially performed for polyester coated sprinklers installed in corrosive environments, after the installation has been completed, to verify the integrity of the polyester coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of inspecting from the floor level, a random sampling of dose -up visual inspections should be made, so as to better determine the exact sprinkler condition and the long term integrity of the polyester coating, as it may be affected by the corrosive condi- tions present. The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and devices in compli- ance with this document, as well as with the applicable standards of the National Fre Protection Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The installing contractor or sprinkler 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. Limited Warranty Products. manufactured by Tyco Fire Products arevarrantedsolely to the originat-Buyer for ten (10) years against defects in material 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 Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fre Products or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccu- rate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSI- BILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PROD- UCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A_PARTWULAR PURPOSE. Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Refer to price list for complete listing of Part Numbers. Teflon is a trademark of the DuPont Corp. Printed in U.S.A. 5-01 irl ser Manifold Figure 513, 513DJ513R Commercial - NFPA 13 Systems Floor Control - High Rises Residential - NFPA 13D/13R Systems Tyco Fire Products --- www.tyco-grooved.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 --- USA Customer Service/Sales: Tel: (215) 362-0700 / Fax: (215) 362-5385 Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 General Description UgUgqSee Fire Protection Submittal Sheet for FM pressure rating and Listing and Approval information The Figure 513, 513D/513R Riser Manifold provides all of the accessory equipment for a riser in a single assembly. The availability of the Riser Manifold in different configurations allows cost effective riser installation in commercial (NFPA 13) systems, high rises requiring floor control assemblies, and residential systems (NFPA 13D/13R). The threaded ends of the 1" and 11/2" bodies, the threaded by grooved ends of the 2" bodies, and the grooved ends of the 1'/2" - 6" bodies allow for an easy transition to either check or control valves. The exclusive and dedicated flow switch designed for the manifolds has been tested and Listed for use in this specific configuration by Underwriters Laboratories, Underwriters Laboratories of Canada and Factory Mutual. Installation is simplified with one convenient take-out for the 1" and 11/2" threaded and 11/2" grooved versions, as well as one take-out for the 2" threaded by grooved and the grooved sizes 2" - 6". The Riser Manifold is approved for installation in either the horizontal or the vertical position. The optional relief valve assembly is available for. locations which require relief valves on gridded systems. Riser Manifolds for use in Canada only are provided with a Water Flow Switch that has a Tamper Switch mounted inside for cover removal detection. 0 CENTRAL Grooved Piping Products, Technical Data Figure: 513 (commercial) 513D (residential) 513D/513R (residential) Styles: Threaded or Grooved Sizes: 1', 1'/i , 2', 21/2", 3', 4' and 6' Approvals: UL, FM, and ULC Maximum Working Pressure: 175 psi Standard Finish: Painted Optional Accessories: Pressure Relief Valve Kit (see page 7) No. 28-1.0 -+Y 3.63'.x. �. _ "Figure 1 [s2.2] �,. . • 1 "'Threaded 'Re§ideritial Riser Manifold Figure 513D 1 • .63 [161 BOTH ENDS : • r< EE 4 . NS AD w Approximate Trimmed Weight - 7.5 lbs. (3.4Kg.) 5 °MC) � •3 The width of the Riser Manifold is approximately 3'/2 [9 �� , s o Note: Items 7 & 8 are used on Manifolds for use 10.00 - — ; . in Canada Only [254] O 7 -^z 2 4.50 Flow ft [114.31 a 8 a 2.88 . [73.2] Figure 1 - Bill of Material 9.75 1" Threaded Residential Riser Manifold [247.7] Detail No. Description No. Req'd Part Number 1 Manifold Body F x F 1 976-363-01 2 Potter Waterflow Switch # VSR-SF w/Paddle 1 H-416-01 3 '/4" Water Pressure Gauge 1 971-118-02 4 3/4" 900 Street Elbow 1 H-463-075 5 3/4" Close Nipple 1 H-474-12 6 3/4" Ball Valve 1 971-116-02 7 Tamper Switch (ULC only) 1 H-419-01 8 1 Label (ULC only) 1 976-343-01 Figure 2 1'/2" Threaded Residential Riser Manifold Figure 513D/513R Reference Figures 2 and 3 Bill of Materials (page 3) 'Approximate thread engagement. Note: Values shown in parenthesis are in millimeters 5.38 [136.7] --I Q, .63 [16] Approximate Trimmed Weight - 8.7 lbs. (3.9Kg.) I i-— �°IP10.00The width of the Riser Manifold is approximately 3'/2". [254] .63 Note: Items 16 & 17 are used on Manifolds for usein Canada Only. i • 11.25 [285.8] Male x Male Body Option 3 x- 2.13 4.50 I ' .63 [16J [54.1] 11.38 [289.11 'Approximate thread engagement. Note: Values shown in parenthesis are in millimeters I f NOTES RESIDENTIAL 036-240-049 'V02=2970 PERMIT NO.—, FURR, DAN & LYNN r 61 MUNSON WAY, OROVILLE CONT: SIMPLEX GRINNELL i FIRE SPRINKLERS SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature , I RESIDENTIAL 036-240-049 'V02=2970 PERMIT NO.—, FURR, DAN & LYNN r 61 MUNSON WAY, OROVILLE CONT: SIMPLEX GRINNELL i FIRE SPRINKLERS SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature J=OK 0 = NbtOK . = Not Readyabls MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6..Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG MISCELLANEOUS Date 7. Well Clearance & Disconnect 1. 8. Utility Clearance 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Date 4. Card B-1 Date Card B-1 Date 5. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Carports; Windows -Doors 1. Zoning Requirements -Setbacks -Easements Electric 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Siding; Nailing -Veneer -Stucco -Mesh 4. Electricity; MH Test -Crossovers -Breakers -Clearances Roof; Shthg-Roofing 5. Drain; MH Test -Fall -Flex Connector Ext.; Steps -Doors -Landings 6. Water; MH Test -Regulator -Connector Braced Wall Panels 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Card B-1 Date Card B-1 9. Tie Downs -Type -Installation Cert. Card B-1 Date Card B-1 10. Exits; Insp.-Sketch POOLS (Plans) OK except #'s 11. Cert. of Occupancy Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 6. 1. Zoning Requirements -Setbacks -Easements 7. 2. Footings; Size -Spacing -Marriage Line 8. 3. Blocking 9. 4. Gas; MH Test -Demand -Valve 10. 5. Electricity; MH Test 11. 6. Water; MH Test 12. 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office 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-Beams-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 POOLS (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-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing -RC Channel 6. Stemwalls, Garage; Steel-Blockous-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 7. Slab, Steel -Wrapped Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 8. Piers -Fireplace Ftg.-Steel Siding -Nailing Veneer 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 10. UF, as Pipe; Size Anchors -Yard Gas Piping; Size Test Glazing Area -Glass Protection -Skylights -Plastic 1.U -Water Pipe; Test -Anchors -Regulator -Service Test Shear Walls; Nailing -Bolts 12. Electric Underground Brace Interior/Exterior Wall Panels 13. Plenums & Ducts; Clearance -Material -Support -Ins. 69. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation i 1 nsulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 74. 17. Water Htr; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test &.Anchor -Nail Protection Garage Fire Door; Swing -Landing -Closure 19. D.W.V.; Test Fittings & Anchor -Nail Protection 76. 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Plb.; Elec. & Mech. Equip. Listed for Location 23. Fire Sprinkler; Test 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 82. 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors Clearance Looked under Floor ❑ Yes 26. Size Boxes & No. of Conductors Stapled 83. 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Stucco Brown -Finish 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 85. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 32. Service -Riser Conductors & Ground Main Disconnect 87. 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Ventilation Throughout House Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 92. 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation Water & Sewer Connected -C/O to Grade -HD Approval 38. Condensate Drain & Overflow, Size & Grade 94. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Card B-1 Date Card B-1 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing Comments at Final: 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive ❑ Yes ❑ No/Walks ❑ Yes ❑ No/Planters ❑ Yes ❑ No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Orovilh�.. CaWornia 95965 • Telephone (530) 538-7541 iV/_7 (49ev.12/96) APPLICNNON AND PERMIT ASSESSOR PARCEL NUMBER 0 6-240-049 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 1437 2299.00 OWNERS MAILING ADDRESS CONTRACTOR'S NAME 11 ELEPHONE CONTRACTORS MAILING ADDRESS 2PYRARK WE.; GRiGol GA 95973 CONSTRUCTION LENDEA Fireplace LENDER'S MAILING ADDRESS Total Valuation $220d ARCHITECT OR ENGINEER LICENSE NO. Fills Fee $ 20.00 Permit Fee $54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ 1 LAT 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 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FIRE SPRINKLERS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service q OR 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.p License Class �, C—&a Lic. NO. A���� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law 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 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 hav and ill maintain a certificate of consent to self -insure for workers' co ensatiown, as provided for by section 3700 of the Labor Code, for the rformance 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: /o&1 -d �/�� Carrierz?j,& �(/ zy�1( 4jf Policy Number 6/-.y1Ez!z (The 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 forthwith comply with those provisions. X Date _ Sig atul o pplicant - ❑ Owner 19 Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 46.00 NG CCU000A NEW CONST. DWELLING OCCUP. SO DWE200ALLING OR ADONS. ( & ACC. BLAS. 3.5¢FT, NEW NON_ 61DT MULTI -OUTLET @7.50 POWEPPARATUS A SINGLER AOLmET CIR. 20(9 1 �(, OCCU TU OUTLET OR FIXRES BAL O .00 Rl 5.00 Ex. Occu . OFIX�S R= OR.) Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 109. to �.A2. D. F CEL PO HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ab for whic fees have been paid. w _ �Z By Date PERMIT EXPIRES ON I Z V Dale Receipt No. 364217 $55.10 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT iZ*1::.-: 910"M§J. November 7, 2002 SimplexGrinnell LP 4650 Beloit Ave. Sacramento, CA 95838 • i Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 036-240-049 Building Permit Number: 02-2970 Thank you for submitting the plans for your fire sprinklers. The plans have been reviewed, and the plans examiner's comments are listed below. 1. Per NFPA 13D and our Building Official, a well alone is not an allowable source of water to a fire sprinkler system in residences: Please revise the plans to show an elevated tank, a pressure tank designed to ASME standards, or a water storage vessel with an automatically operated pump. 2. Please stamp and sign your calculations.(2 sets) 3. Please sign two sets of plans. (They are stamped, but not signed) 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. 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. Linda Simpson Plan Checker 1 of 1 1� BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT A Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. /^/-BI)d 7OnF-r ,Y ASSESSOR PARCEL NO. 0% _ 7 LI J � ZONINGr j��? _. !-1 OWNE • v►�►r�S LI -V PHONE NO. OWNER'S DRESS o l -o sAve-, -54 c ra n-ys3 3 LOCATION QF BUILDING ©r -o V USEPF BUILDING Ar aids c. e� a e �e S r SIZE OF STRUCTURE �� ' X� ' = S0. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF S ING -1 � ROOF CgqVERING v `I -e � FLOOR TYPE C© H Gr ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: S5, i r - �� FRONT IA6t*`'� SIDES REAR /Y�'vt-� AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation ' USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date (® - Z--7-0 Signature of Owner'Aa", 'Y 14:!�' Permit Fee - P60.00 The above described AG Building is exempt from 4auildina g4rift. �- Receipt N / Manager Building Division By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant N AP Date 01 RECORDING REQUESTED BY MID VALLEY TITLE & ESCROW CO. AND WHEN RECORDED MAIL TO: DANNIS L. FURR LYNNE L. FURR 407 POTOMAC AVENUE SACRAMENTO, CA 95833 ORO -C 1 999-00 1 68 1 7 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DID(SON Assistant 09:00AM 20 -Apr -1999 pace Above This Line for Recorder's Use Only REC 13.00 AX FEE15.95 Vickie Page 1 of 3 A.P.N.: 036-240-049 Order No.: 173362 Escrow No.: 173362 3 GRANT DEED THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $15.95 ] computed on full value of property conveyed, or X computed on full value less value of liens or encumbrances remaining at time of sale, X unincorporated area; [ ] City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, PAUL M. SANTONI and DOLORES L. SANTONI, husband and wife as Joint Tenants hereby GRANT(S) to DANNIS L. FURR and LYNNE L. FURR, husband and wife as Joint Tenants the following described property in the unincorporated area of, County of Butte State of California; See Exhibit "A" attached hereto and made a part hereof. PAUL 1k. SAN ONI Document Date: April 14, 1999 DICILORES L. SANTONI STATE OF CALIFORNIA )SS COUNTY OF Butte ) On April 19, 1999 before me, Michelle A. Miller, Notary Public personally appeared Paul M. Santoni and Dolores L. Santoni personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and bfficial seal. Signature This area for official notarial seal. MICHELLE A. MILLER ;.,� ComMhdon 01178414 Mfr CP51 Notary Pub1c ®� Butte County, Ca1Nwk a MY Commkssion Exp. APR. 3, 2002 Mail Tax Statements to SAME AS ABOVE or Address Noted Below EXHIBIT "A" DESCRIPTION ORDER NO. BU -173362-3 THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• PARCEL A, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 26, 1993, IN BOOK 129 OF MAPS, AT PAGE(S) 26 AND 27. PARCEL II• AN EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES, 60 FEET IN WIDTH OVER THAT PORTION OF MUNSON WAY LYING WITHIN PARCELS A, B AND C, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 26, 1993, IN BOOK 129 OF MAPS, AT PAGE(S) 26 AND 27. PARCEL III• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THAT PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, .STATE OF CALIFORNIA, ON MARCH 6, 1974, IN BOOK 49 OF MAPS, AT PAGE(S) 25, LYING WITHIN THAT CERTAIN 60 FOOT ROAD AND PUBLIC UTILITY EASEMENT AS SHOWN ON SAID MAP. PARCEL IV• A NON-EXCLUSIVE EASEMENT OVER THAT PORTION OF PARCELS 1 THRU 4 LYING WITHIN GRIMONT ROAD, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 30, 1980, IN BOOK 76 OF MAPS, AT PAGE (S) 67. PARCEL V• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES ON, OVER AND UNDER A STRIP OF GROUND 60 FEET IN WIDTH LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE NORTH LINE OF LOT 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 30, 1980, IN BOOK 76 OF MAPS, AT PAGE(S) 67, FROM WHICH THE NORTHEAST CORNER OF SAID LOT 2 BEARS NORTH 88 DEG. 58' 11" EAST 114.52 FEET; THENCE SOUTH 43 DEG. 03' 42" EAST 166.79 FEET TO THE EAST LINE OF SAID LOT 2; THENCE SOUTHERLY ALONG SAID EAST LINE SOUTH 00 DEG. 17' 13" EAST 844.01 FEET AND THE END OF SAID LINE. ORDER NO. BU -173362-3 DESCRIPTION - CONTINUED PARCEL VI: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES ON, OVER AND UNDER A STRIP OF GROUND 60 FEET IN WIDTH LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE WEST LINE OF LOT 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 30, 1980, IN BOOK 76 OF MAPS, AT PAGE(S) 67, FROM WHICH THE SOUTHWEST CORNER OF SAID LOT 2, BEARS SOUTH 00 DEG. 08' 25" WEST A DISTANCE OF 308.29 FEET; THENCE NORTH 84 DEG. 54' 13" EAST 664.01 FEET; THENCE NORTH 86 DEG. 05' 43" EAST 330.95 FEET; THENCE NORTH 88 DEG. 25' 05" EAST 330.95 FEET TO A POINT ON THE EAST LINE OF LOT 3, AS SHOWN ON SAID MAP AND THE END OF SAID LINE. rF3`7 _5_liiVA*C A NON-EXCLUSIVE EASEMENT 20 FEET WIDE FOR PUBLIC UTILITIES PURPOSES, OVER A PORTION OF PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 98 OF MAPS, AT PAGE(S) 82, LYING 10 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID PARCEL 3 FROM WHICH THE SOUTHEAST CORNER OF SAID PARCEL 3 BEARS NORTH 88 DEG. 58' 11" EAST, 11.85 FEET; THENCE NORTH 22 45' 03" EAST ALONG SAID CENTERLINE, 59.14 FEET TO AN EXISTING POWER POLE. THE SIDELINES OF SAID CENTERLINE SHALL BE LENGTHENED OR SHORTENED AS NECESSARY TO INTERSECT SAID.SOUTH LINE OF PARCEL 3. THE BASES OF BEARING FOR THIS DESCRIPTION IS THE SAME AS SHOWN ON SAID PARCEL MAP 98 M 82. 3 s" (V3 QVV �-D -)fv.l Ql 10. a 41 ,y i / TY I t7 Qt! ► (v (Y) c) C; 3 0 Q H u (� � -T, H -7 Iggo slt�yil I ��. IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler system areas and in enclosure for dry pipe sprinkler deluge _ ITEM and other type of valve controlling water supplies to sprinkler system. This drawing and information and design application herein contained is the property of SimplexGrinnell LP. and/ or its subsidiaries and is loaned upon express conditions that the same be returned to SimplexGrinnell upon request; all information herein contained shall be treated as secret, and confidential; no reproduction of this drawing or any part thereof shall be made without written consent of SimplexGrinnell. Created by the Grinnell Design System, All rights reserved Copyright by Grinnell Corporation 1990. 400 FT. DEEP WELL PUMP TO PROVIDE 33 GPM @ 25# 300 GALLON STORAGE TANK Supp Subn Grade + i SITE PLAN 1 " 1 1/4" 1 1/2" 2" 2 1/2" 3" 5`-6 N. T. S. 6'-6 7`-0 8`-0 CONTRACT RESPONSIBILITIES 10`-0 N/A I Swing Check Valve 1/2" SYMBOLS WHITE Detector Check (off System Riser —7Flanged Connection 1/2" 155 DEG #10 �5 Hydraulic Reference Point Line Designation Fire Dept.Conn.(Sidewalk)(FDC) Fire Dept.Conn.(Standard)(FDC) G.F.P.S. OTHER WHITE SEMI -RECESSED 1 1 `' *,'R F� r CL of Pipe Below Bottom of Deck S?_ Fire Dept.Conn.(Flush) (FDC) ,.6'0 CL of Pipe Above Ref. Plane Fire Hydrant (3 Way) #A Main Designation / Fire Hose Assembly (see notes) Earthquake Bracing: 2&4 Way Thrust Block —7'— Hanger Inspectors Test (HIGH) (LOW) ' Elevation Change in Pipe (not thru floor) Flow Switch (FS) Monitor Switch —mmm Globe Valve Screwed Cap Grooved Cap Screwed Plug Electric Bell m..i,*. Union Screwed Water Motor Gong (Wtv1G) REL•ECTE) CEILING LAYOUT SCALE: 114" = 1'-0 HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE 0A FIGURE 23 - CPVC HANGER K CPVC DOUBLE FASTENER STRAP TYPE HANGER \ \\\ 1/4" 300 psi GAUGE � 1/4" PLUG 3/4" BALL VALVE— POTTER WATERFLOW 3/4" TEST AND SWITCH # VSR-SF DRAIN VALVE w/ 21" PADDLE 1 " CENTRAL FIG # 513 D THREADED RESIDENTIAL RISER MANIFLOLD HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE C i �v FIGURE 24 - CPVC HANGER CPVC DOUBLE FASTENER STRAP TYPE HANGER ......... HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE FIGURE 22 - CPVC HANGER CPVC SINGLE FASTENER STRAP TYPE HANGER \\\ MAXIMUM DISTANCE BETWEEN CPVC HANGERS. 3/4" 1 " 1 1/4" 1 1/2" 2" 2 1/2" 3" 5`-6 6`-0 6'-6 7`-0 8`-0 9'-0 10`-0 . ............. :. _...... - ............ _ .. ... ..... _ ........... ... .....:...... . .............. ................ FIRE SPRINKLER NOTES THE AUTOMATIC SPRINKLER SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF THE 1996 EDITION OF NFPA STD. 13, AND COMPLY WITH 1998 CBC, AND THE LOCAL AUTHORITY HAVING JURISDICTION. HYDRAULIC CALCULATED FOR 2 HEADS @ 16 x 16 MAX.SPACING AND 1 HEAD @ 18 x 18 MAX. SPACING PER THE REQUIREMENT'S OF THE SPRINKLER'S LISTING. ALL SPRINKLER PIPING SHALL MEET THE REQUIREMENTS OF NFPA 13, 1996. ALL SPRINKLER PIPING SHALL BE SECURELY FASTENED TO WOOD MEMBERS USING APPROVED HANGER ATTACHMENTS PER THE SPACING REQUIREMENTS OF NFPA 13, 1996. ALL SPRINKLER PIPING SHALL BE CPVC. ALL RISER PIPING SHALL BE TYPE"M" COPPER AND CPVC AND SHALL BE PROTECTED INSIDE THE EXTERIOR BEDROOM WALL. AN ACCESS PANEL OF SUFFICIENT SIZE SHALL BE PROVIDED BY OTHERS. ACTUAL SPRINKLER HEAD LOCATION MAY VARY DUE TO FIELD CONDITIONS. ALL SPRINKLER HEAD LOCATIONS NOT TO EXCEED 18 x 18 SQ. FT. ALL MATERIAL TO BE U.L. LISTED AND/OR F.M. APPROVED. SPRINKLER CONTRACTOR SHALL PROVIDE SPARE SPRINKLERS AND WRENCH, FOR EACH TYPE OF SPRINKLER HEAD, UP TO 1% OF TOTAL NUMBER OF HEADS INSTALLED UNDER CONTRACT, BUT NOT LESS THAN 6. ALL UPRIGHT SPRINKLER (PILOT HEAD) DEFLECTORS SHALL NOT BE MORE THAN 12" BELOW BOTTOM OF WOOD MEMBERS AND LOCATED AT THE PEAK OF ROOF STRUCTURE. ALL PIPING SHALL BE TESTED AND INSPECTED PRIOR TO ENCLOSURE. AHJ SHALL BE NOTIFIED A MINIMUM OF 48 HRS BEFORE INSPECTION ` f TAIEN Al r ` 4 y J% /#v ............. ___...././.. ......... SPRINKLERS Post Indicator Valve (PIV) �5 Gate Valve - N.R.S. (GV) (Pendent, Only) OS&Y Gate Valve (OS&Y) TYPE ORIFICE I TEMP Butterfly Valve CANOPY I SYMBOL QTY, � Alarm Valve (ALV) BRASS R Dry Pipe Valve Model BVQR SSP 1/2" 200 DEG Wafer Check Valve N/A I Swing Check Valve 1/2" GRV. Shotgun 90 Check Valve WHITE Detector Check m*m Grooved Coupling (GC) —7Flanged Connection SPRINKLERS "Central" " LF li " 1/2" Fast Response Residential (Pendent, Only) ABBREVIATIONS BOB Bottom of Beam BOD Bottom of Deck 30P Bottom o Pipe p °O °�`° TYPE ORIFICE I TEMP FINISH CANOPY I SYMBOL QTY, � Mode! BVQR SSU 1/2" 200 DEG BRASS R N/A O 1 Model BVQR SSP 1/2" 200 DEG BRASS N/A I PENDENT 1/2" 155 DEG WHITE WHITE SEMI -RECESSED • 14 HV Hose Valve N & C Nipple and Cap PENDENT 1/2" 155 DEG WHITE WHITE 401 I 2 NIC Not in Contract NTS Not to Scale OBJ Open Bar Joist PENDENT 1/2" 175 DEG WHITE SEMI -RECESSED 1 1 TOTAL. PRV Pressure Red, Valve RM Roof Manifold SP Standpipe TOB Top of Beam TOP Top of Pipe TOS Top of Seel 21 UON Unless Otherwise Ncted �c7 / F�� � C� CLASS IFICATION� �c C- 16 a• C10 LICENSE NO. \02591 \� T \�E OF CPL SYSTEM TYPE WET X DELUGE DRY PREACTION SCALE `' AS NOTED DRAWN BY: C. GLIMSTAD Fire & Security S/MPLEXGR KNELL LP 4650 BELOIT DRIVE SACRAMENTO, CA.XXX (916) 283-0300 FAX (916) 920-2777 APPROVALS ❑ SYSTEM DESIGN DATA CHECKED BY: T. L. OUT IN THESE PLANS PREPARED AT: SACRAMENTO DENSITY: .05 GPM/ SQ. SQ.FTJPER HEAD 324.0 AREA OF APP: 512.00 DOM. ALLOWANCE: 10 GPM OUT IN DEPARTMEN DRAWING NO. 7879 #1 OF 1 WATER SUPPLY INFO: STATIC PRESSURE: 28.0 MIN OUT IN TEST TAKEN AT: 088 -Q09916 -A9 BY: XXX, DATE: XXX OUT IN �c7 / F�� � C� CLASS IFICATION� �c C- 16 a• C10 LICENSE NO. \02591 \� T \�E OF CPL NO. DATE BY REVISIONS -SEE FLAGGED AREA ON PLAN ° / / I NCO FURR RESIDENCE 61 MUNSON WAY OROVILLE, CA SCALE `' AS NOTED DRAWN BY: C. GLIMSTAD Fire & Security S/MPLEXGR KNELL LP 4650 BELOIT DRIVE SACRAMENTO, CA.XXX (916) 283-0300 FAX (916) 920-2777 DATE: 12/06/02 DESCRIPTION: FIRE SPRINKLER PIPING PLAN SYSTEM DESIGN DATA CHECKED BY: T. L. HAZARD 1 HEAD @ CLASSIFICATION: NFPA 13D SYSTEM AREA: 18 x 18 MAX THESE PLANS PREPARED AT: SACRAMENTO DENSITY: .05 GPM/ SQ. SQ.FTJPER HEAD 324.0 AREA OF APP: 512.00 DOM. ALLOWANCE: 10 GPM TOTAL SYSTEMENGINEERING REQUIREMENTS: 32.50 GPM. @ 24.95 PSI. @ NODE 1 (SRC) DEPARTMEN DRAWING NO. 7879 #1 OF 1 WATER SUPPLY INFO: STATIC PRESSURE: 28.0 MIN RESIDUAL PRESSURE: 28.0 MIN WITH 35.0 GPM MIN TEST TAKEN AT: 088 -Q09916 -A9 BY: XXX, DATE: XXX 0 vOn . 00 114 lk- Of Vi f e f' �f t - i r i