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HomeMy WebLinkAbout071-300-024COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-754P�RMIT� (Rev. 12196)' APPLICATION AND PERMIT 64_ OW ASSESSOR PARCEL NUMBER 071-300-024 ZONING BUILDING PERMIT owNLEMAN, WALT 534-3303 TELEPHONE SO. FT. OCC. BUILDING VALUATION owNF�p MAILING ADDRESS ROAD OROVILLE 2 .60 CONTRACTOR'S NAME FOX COMPANY 533-2730 TELEPHONE CONTRACTORS MAILING ADDRESS 3995 OLIVE HWY OROVILLE CA 95966 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 2529.60 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 54.00 Plan Checking Fee $ 35.10 BUILDI DRESS Energy Plan Checking Fee $ PERMIT FEE $109, 10 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Re el ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FIR; SPRINnER SYSTEM AND WATER SUPPLY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Feel 20.00 Main Service 600V OR LESS 200A OR. R LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000 of Division of the Business and Professions Code, ( g ) 3 i 9comm.RCU and my license is in full force and effect. // License Class ` 16 Lic. No. �S,3(O S 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 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. I 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 (5;5429- "IC -61i1,0 Main Service 200A TO 1000A 46,00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BUDS. SO 3.5¢FT. NEW CONS Y. MULTI.ET NON-RESTS @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FD(TURES SAL O' o UNIS Ex. Occup. ountDrs PRES,D.oEA 5.00 Temporary Service 1 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number 272 UAI Z3 (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 worker ' compensation provisions of section 3700 of the Labor Code, I shall forthwi h comply withXio rovisions. X Date 1 /.3 Signature of Appiic er Contractor ❑Age An OSHA permit is required f xcavati ns over 5'0" dee an demolition or construction of structures o 2222 i i ght. Receipt No. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $109.10 HAZ D FEES IMP FLOOD CDF PARCEL I PO HID CAU This permit is hereby 'ssued under the of th tte unode and/or in atXdc:hich fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Qato Date WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT e� d/(0 4�i+wiG 1C I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIIYNO. (Rev. 12/961 APPLICATION AND PERMIT 44 ASSESSORPARCELNUMBER ZONING BUILDING PERMIT 0 �.n/�i�n2.J OVINER C OWNERS MAILING ADDRESS ONI COtrrRACTORS MAILING ADDRESS f 6_7 1 Gd ��-7/R�. CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS SO. FT. Fireplace Total Valuation $ Filing Fee Permit Fee Plan Checking Fee $ 20.001 ' BUILDING ADDRESS Occ Energy Plan Checking Fee $ $ 1 D. FEES IMP FLOOD PERMIT FEE SDcf PARCEL I PD LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT By Date Filing Fee 1 20.00 Each Trap 7.00 USEOFSTRUCTURE SF>� Duplex ❑ Mobileho ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 . Each as water heater or vent 5.00 TYPE OF WORK New Addition ❑ Rfel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �(�� �(//f(i(LF�7P 55r( �!i _ G�%OTFstQ eslJ�OL 1/ ��_ Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 _ Mobile Home G W _I @20.00 PERMIT FEE S I I ELECTRICAL PERMIT Fee 20.00 -LESFiling Main Service 200A OR LESS 23.00 _ Main Service 200A To IDDOA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. E ACC. BLDS. 3.Sryso. NEW CONST. MULT.TET NON-RESID. IOUI CLUI S 97.50 POWER APPARATUS 8 SINGLE CUTLETCIR. _ Ex OCCU OUTLET OR FDCTURES g�0 q 1.5 --t6 Q 0 EX. OCCU FIXED APPLN R 5 00 OUTLETS ID. EA _ rem orar Ser 23.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling, Hood 6.50 Ventilation RMIT FFF I S Mobile Home stallation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ / HAZ. 1 D. FEES IMP FLOOD 1 CDF PARCEL I PD I HD I ISSU! 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. By Date PERMIT EXPIRES ON Dale COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION �• 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICA TION DATA SHEET OWNER: _ ��L�li¢/1� _ ASSESSOR PARCEL kWBER:.�� ^ Proposed Building Use: Building Inspector: Date: At time of permit application, I was a 0 -ed the following data must be submitted prior to pe rtce sing/and/or issuance: All items have been submitted. 02. Plot plans, 3/4 set-, signed by the preparer of plans. 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ❑ 6. Energy Design Compliance and supporting documentation. 07. Statement of Intent for Non -Heated and A/C Buildings. 08. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $ 011. Impact fees as shown on the attached schedule. ❑ 12. California Departm' `of Forestry plan approval/fees. ❑ 13. Flood elevation c' cafe. 014. Sanitation andplan approval Health Department. 015. City of Chico pl4mbing permit. ❑ 16. Plot plan and bus\mess license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). 020. Pre -inspection for required. 02 1. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0). 024. Letter of signature authorization. 132S. Recorded copy of Agricultural Acknowledgment Statement. 1126. Letter of intent on building use. ❑27. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, 0 Check to H.C.D $ 030. Other: When you issue the permit, process as follows 11 Mail to owner, DMail to rjtractor. OTelephone 5-3 •— c; � and hold for pickup at ice. ❑ Delive ith inspector. Applicant: Date: / /3 Q EXPIRATION OF APPLICATfOR Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after'expiration, a new application,. plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued; and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. / Original - ApplicantC j NOTES /U {.��G��� r��l�•�COi .Ab�nA.C�1 h,�e-:1 {'4AsY.ii �- � ' . . + + - i 4 17 + PERMIT NO. RESIDENTIAL 071-300-024 V 04-0164 ' COLEMAN, WALT I 6:L. ROCKY POINT RD, OROVILLE } NEW SINGLE FAMILY q7,/,4- SPECIAL /,a- SPECIAL CONDITIONS CHECKED BY SRA --� FLOOD CERTIFICATE REQ. X -FIRE -SPR - I ' NKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 4 OFF CE COPY Address Z 1/116t GAS Meter By Dat ELECTRI Meter By Dat A JOB FINALED (Date) Signature �A J=OK' 0 = Not OK . = NotReadyble 1. •MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 2. Soils; Special MH Support Sketch ` 6. 3. Sewer; Location -Test -Fall -C/O -Concrete 8. 4. Water; Location -Test -Easement Needed (Sketch) Siding; Nailing -Veneer -Stucco -Mesh 5.- Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 11. 6. Gas;.Location-Test-Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG Braced Wall Panels 7. Well Clearance & Disconnect 8. Utility Clearance 7. Water and Sewer Connected 8. Gas and Electricity Tagged ' Date Card 8-1 Date Card B-1 Date Card B-1 . Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 11. Verify #'s with Office . 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line " Date 3. Gas; MH Test -Demand -Valve -Connector Card B-1 4. Electricity; MH Test -Crossovers -Breakers -Clearances Card B-1 5. Drain; MH Test -Fall -Flex Connector 6. Water;MHTest- Regulator -Connector. 7. Water and Sewer Connected -C/O to Grade -FID Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date Card B-1 Date Card B-1 Date Card 13-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 6. Carports; Windows -Doors 1. Zoning Requirements -Setbacks -Easements 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 2. Footings; Size -Spacing -Marriage Line Siding; Nailing -Veneer -Stucco -Mesh 10. 3. Blocking 11. Ext.; Steps -Doors -Landings 4. Gas; MH Test -Demand -Valve Braced Wall Panels Enclosure; Fencing -Alarms 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 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 Ws 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 J=OK o = Not - =NotAApplicable RESIDENTIAL (Single & Duplex) p . = Not Ready Date UND FL OR (Plans) OK except #'s g -Setbacks -Easements -Flood -Slope tg.,Main; Soils-Elec. Grnd.-/(/,2/"" Ftg. Depth g., Garage; Soils-Steel-Elec. Grnd.-/ 4?? " Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemw , Main; Steel-Blockouts-Wrapped 6. St walls, Garage; Steel-Blockouts-Wrapped Downs and Soecial Anchors 8. Pi -Fire lace Ftg.-Steel all -Fitting -Test -2 Way C/O -Sewer Test pyo F, 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 PLU NG (Permit) OK except #'s 1 ter Htr.; Vent -Access -Combustion Air Baffle la,oWer Pipe; Test & Anchor -Nail Protection D. ..; Test Fittings & Anchor -Nail Protection hower Pan; Test, First Floor -Tub Access T�b & Shower, .9econd Floor -Tub Access roe: Sixe & Afichors Dat JV and B-1AZ Date Card B-1 Date and B-1 Date Card B-1 Date ELEC AL (Permit) OK except #'s FiaLAr & Transformer Clearance -Ins. Protection 2 . 1Hd'eceptacles Spacing -Lights & Switches at Doors 20o -We Poxes & No. of Conductors Stapled mex Installed Close to Edge of Studs & C.J. uip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. liance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size/ /ga. u o I-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu Oven Cir /ga Cu or Al Insulated Neutral es o e -Riser Conductors & Ground Main Disconnect ui learances Panels-Motors-Mech. Equip. 4. then Closet Light -Shower Light -Spa Light 5. Smoke Detector Date I& ,,t!;yfgjyCard Date B-1 ,jV/Y Date Card B-1 Date Card B-1 Card B-1 Date MECHA CAL (Permit) OK except #'s Ducts Insulation & Support V�yri'Fan, Exhaust above insulation C nsate Drain & Overflow, Size & Grade Ftp &-Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date Date .Qkrd B-1 Date Card -1 Date Card B-1 Card B-1 Date FR IN (Permit) OK except #'s ills Pr er Materials & Anchors s Studs -Nailing Spacing & Braces -Plates -Sound aring. Walls over Girders & Floor Nailing D S p in Walls (rat proof) Fir tops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date 48. ding. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. dffF'feplace Ties or Type A Flue -Fireplace Throat Clearance Windows or Exit Fire Protection K. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits t5.5—atairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5@r*PlyXood on Roof Overhang -Attic Vents -Rafter Outriggers long -Nailing Veneer cco Mesh -Drip Screed -Fd. Vents-Underflr. Access W.Alazinq Area -Glass Protection -Skylights -Plastic Wall Panels 69' I filtration -Walls -Windows Dae and B-1 Date Card B-1 Date 04 ACard B-1 YW Date Card B-1 Date INA tans) OK except #'s ExYStens-Door & Sideliaht Protection- Land inas 6tjPGrnace Vents -clearance -Comb, Air-Connector- Iq.63rage; Above Floor-Ducts-Mech. Protection 8. .F.I. & Bath Fixtures & Tub Access -Spa I(. Trim & Subpanel, Breaker Sizes & Labels Y"tajw& Rails e or Stove, Clearance -Hearth 7 c. Outlets at Wood Panel, Int. & Ext. it ixt. & Appliance; Ground -Air -Gap -Cooking Clearance 4 lec. utlets & Receptacles at Kit. Counter 75 rage Fire Door; Swing -Landing -Closure 76. A.C. 9ui t in Garage -Damper ara e; Above Floor-Mech. Protection 7r Plb.; Alec. & Mech. Equip. Listed for Location e . Receptacles in Garage (F.F.I.)-Romex Protection 80 -Insulation -Foam- Looked in Attic and Flails & Deck Construction -Post Caps 8 . VBents & Crawl Hole Door Drainage & Wood -Earth _ Wince Looked under Floor O Yes 433- Follav6na Instld./Drive O Yes O No6Nalks O Yes O No/Planters O Yes O No A.C. Unit Disconnect, Eldt;trical-Plumbing - t"ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87 ater Well, Disconnect, Electrical, Plumbing 8 xterior Elec. Trim, G.F.I. Receptacle -Underground " ntilation Throughout House 99.—Glass Protection 9t. GasLT eters Tar ed,'Gas-E1e-&fhii;7 a r & Sewer Connected -C/O to Grade -HD Approval 9: n rgy 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 f BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. .t, 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, w. please contact this office immediately. r . DVAM P9 M(eLL e zY, f fl 1 Date '�� In ' `4 REV 10/92 r L� COUNTY OF BUTTE BUILDING DIVISION t { DEPARTMENT OF DEVELOPMENT SERVICES - 1 411 Main Street *-Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE PGR 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. COUNTY OF BUTTE �'. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES =. 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of,butte county Ordinances exist at the F� 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 #tom. y� .'s sh.a, • .vim ..r-:. INSULATION CERTIFICATE Job Number: 4336 Walter Coleman 52 Rocky Point, Oroville Contractor/Owner Name Job Address (street, city, state) Butte County DESCRIPTION 1. ROOF Material: Thickness (inches): 2. CEILING Subdivision Name Lot Number Brand Name- Thermal Resistance (R -Value): Batt or Blanket Type: Fiberelass Brand Name: Johns Manville/Knauf Thickness (inches): 10 Thermal Resistance (R -Value): 30 Loose Fill Type: Fiberglass Brand Name: Johns Manville/Knauf Minimum Installed Weight/ft .4311b Minimum Thickness: 101/4 inches Installed weight per square foot to achieve Thermal Resistance (R -Value) of: 30 3. EXTERIOR WALL Frame Type: A. Cavity Insulation Material: Fiberglass Brand Name: Johns Manville/Knauf Thickness (inches): 3 '/z Thermal Resistance (R -Value): 13 B. Exterior Foam Sheathing Material: _ Brand Name: - - Thickness (inches): Thermal Resistance (R -Value): 4. RAISED FLOOR Material: Fiberelass Brand Name: JohnsManville/Knauf Thickness (inches): Thermal Resistance (R -Value): 5. 6. SLAB FLOOR/PERIMETER Material: Thickness (inches): Perimeter Insulation Depth: _ FOUNDATION WALL Material: Thickness (inches): Brand Name: Thermal Resistance (R -Value): Brand Name: Thermal Resistance (R -Value): DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Reg Y ns) as i the Certificate of Compliance, where applicable. SChico Insulation Item Number's ignature and ate Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner COUNTY OF BUTTE - DEPARTMENT OF DEVL P ENT SERVICES - BUILDING DIVISION ` 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541®,/ F'l� (Rev.12/96) • APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 071-300-024 ZONING FR10 BU I LDI NG P ERM IT OWNER COLEMAN WALT 534-3303 TELEPHONE SO. FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 91 LONE TREE ROAD OROVILLE CA 95965 7 3/4.00 512 U 99216.00 CONTRACTOR'S NAME OWNER TELEPHONE 10 1 00 (+ l.i CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace 96,930.00 Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 626.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 406.90 BUILDING ADD Ess 52, ROCKY POINT ROAD OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $1075.90 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPECIFr Each Trap I 7.00 5,00 Solar or heat pump water heater 23.00 Water piping 15.0015 .00 Each as water heater or vent 15.00 .00 ,5Gas TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NFW STNQ.F FAMTT.Y piping system 1 - 5 outlets 1 1-5-00115.00 Building sewer 15.00 15.00 Mobile Home I S I G 1 920.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Feel 20.00 800OR LE Main Service 20 0A VOR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of ,..erjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,p6lp. and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 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. 8_1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number Qhe above sections need not be completed if the permit is for work of a valuation /of one hundred dollars ($100) or less.) ppp"' 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 it I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort with c with th se ovisions. X Date / .2 3- G Signature of Applicant - ❑ Owner ❑ tontractor ❑ Agent An OSHA permit is required for excavations over 5'0" demolition or cons uc .on of structures over 3 st ries in heigh Receipt No. WHITE-D.D.S.-B. D. CANARY -A ESS PINK-INSPECVOR GOLDENROD -APPLICANT Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( & ACC. BLD3. 3.5¢Fr. 73.25 ' MULTI.OUTLET 97.50 OWER APPARATUS 8 SINGLE 0.CIR. Ex. OCCU OUTLET OR FIXTURES 20 @'•50 BAL @ .SO Ex. Occup. of ED AE�sID.GEA 1 5.00 Temporary Service 23.00 23,00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s 139.25 MECHANICAL PERMIT Fling Fee 20.00 Heating 1 15.00 Cooling 0.00 Hood 6.50 6.50 Ventilation GAS FARTHSTOVE 15.00 PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ RTc off TYPETO AL FEE $ 1509 6 HAZ . DI 171 PAR H Issu This permit is hereby issued under the applicable provisions Of the tte Coun Code and/or Resolutions to do work indic ed fo NO fees have been paid. By N" Daie.7 PERMIT EXPIRES ON ate r "'F:''�: i _W�ji:"•r�,��i eY%`:J.\c"+�'!f•"ifgjS-.if�a"''"�, a'ri"""""*``t:-+nr�";'`- �'�-qyf""""'r'"1;t�'!`' erw-.,ti>,�,^r-,P,.�,..--ca*;«r(�)�•�,,,;�A:y"'1-.�V'�..r//'/r� �`. .: ; �,�� � y-. `_ _ ;.f. .. "P' o-,•'� • ` COUNTY OF BUTTE -DEPARTMENT OF REVEL MENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION, DATA SHEET � ° 0/-7- b74 OWNER: ASSESSOR PARCEL NUMBSRI �Q 7 Proposed Building Use: Counter Technician: Date: I -/ LIP -equired in order to apply for a permit. All boxes MUST be checked OR marked NA i rder to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled but by the owner 14. Hazardous Material Form � 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑'Oroville, as applicable. ❑ 16. Other ning items needed to issue the permit. (May require additional plan review upon receiptg' ) 17. Fire Sprinklers........................................................................................... T 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent byGm* D ❑ 19. Soils Report and/or Engineered Foundation required ........................................... Of 20. Erosion Control Plan Required........................................................................�� � 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit ................................................. . l 23. California Department of Forestry plan approval t�] paid. Sent by:�...�.`. i ❑ 24. Planning approval (A) Use: Q 1 B)Parking: (C) Parcel Check: - 28. 0 no 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number ............... ......... ...............:.. ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner)... .................. 32. Letter of Signature authorization................................................................... 33. Recorded copy of Agricultural Acknowledgment Statement ................................... ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other- ;-�- When issued Telephone and hold for pickup. I have been informed of the above itemnand requirements for obtaining a building permit. Applicant: Date: 1. Index permit application f e e it s be Plan Check Letter 2. Additional items requir ' Contractor, designer, w ed a above pho mail, ❑ counter, by Date: Contractor, designer, owner, w s advised of the above data by ❑ phone, ❑ mail, ❑ counter, by V Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed b Date: Structural approved by: Date: Note transfer by: Date:3S,(l� Yellow: Building Division i- z 3-oy 0 --} E.H. USE ONLY Plat Plan AnacMd Roos Plan A=Chad Sento ®.O. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 4 0o vr,at,) �a -+ Owner Location AP#, Plan Approved for: Sewage or dwelling. g Dispos Vater Supply: lic Private Well Clearance f . Other\ Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 A�As / Z- - Z 3 --�=2 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES nn A.P. #_02�, OWNER V� C� PRO ROSED BUILDING USE DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES M /� --- Balance Due ..................... $ f 1 I V --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... AM& 2. SC OL DISTRIC FEES• r (pai at D' ce afte k 3. S FF FEES (paid at Building Division) � Residential........... X $360.00 =$4 / Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) _ 6. THERMALITO DRAINAGE DISTRICT FEES /MS'_RA-YJRE 0.00 (paid at Building Division) INSPECTION AND PLAN CHECK FEE 9;00 (paid at Building Division) 8. WATER TENDER FEES BATTALION #, $200.00 (paid, at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER I 1_Z3L6* ,Pa. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE J —2 7— O y Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM Ione form nor Bulldinal Residential Development F -7i Q No of Living Mobile Home ` Units Installation New Addition fi Department Representative Building Department No. ©County ID) 00 C.s V Lot No. I .............................................................. :...................................... Sq. Footage 0 Addition/ 'Supplemental to (Group R) Conversion Permit # *(No foundation inspection) ............................................................................................... _... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) District Identification No. ®4 o 6 4 V n 1 ii I -g, Maim m 141 u In School District certifies that 9 Sq. Footage (Including Exterior Roofed Areas) Da e Wim' W4�1'ViT t/1 (Applicant) (Street Address) (Phone Number) or -civ, I CA qgzl (V& (City) (State) q('Zip Code) rt has complied with the requirements of Resolution No. 1 S ' by payment of $ representing I .� O square feet. 2926 i '- FULL MMGATION = ' 3 I/ - a4- . School District Representative Date Paid by Check # Remarks: 5zQ 1 Modes: You may protest the Imposition of the fess Identified abaft by submitting a written protest to the District, In ownpllanee with Gofer iim t Cods SeWon 66020(a), within 90 days ham the dab fees are paid. Failure to submit a timely written protest wlil'prohiblt you from challenging the Imposition of the fees In any court action. N, subsequent to the School District Representative signing this Butte County Schools Inpact Fee Certification Form, the School Dbtrkt Is rwUftd by the applicable Local Planning Agency that this project Is being revlevwd under the California EnvIronnental Quality Ac (CEQA) this project maybe subject to additional school fees to hilly mitigate. Ss Impact on the school dbtric's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis 00/031dmm 0 COPY of Document Recorded 11 -Mar -2004 2004-0013661' AND WHEN RECORDED MAIL TO: Has not been compared with • BUTTE COUNTY BUILDING DIVISION original 7 COUNTY CENTER DRIVE BUTTE COUNTY RECORDER OROVILLE, CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this.property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and 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 I the County of Butte- tate of California, described as follows: �— ��� Date j // d c4 PROPERTY OWNERS: State y, ('rfife nia ty,of' �\� ) Counof �� ) 1 \ personally appeared 1 . �, " \Y 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. W SS my han and official seal. Sa to \� \ \� `� ANGELA D. MASTELOTTO 53 Commission #1381124 n a Notary Public - California v A.P. # _�\ v Butte County 1-? My Comm. Exp. OCT. 22, 2006 ORDER NO. BU -188772 DMP DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE .STATE OF -CALIFORNIA, COUNTY OF.BUTTE, AND IS DESCRIBED AS.,FOLLOWS: PARCEL I• THE MOST SOUTHERLY 475 FEET OF THE FOLLOWING DESCRIBED PARCEL OF PROPERTY SITUATED IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA: A PORTION OF SECTION 36, TOWNSHIP 20 NORTH, RANGE 5 EAST, M.D.B. & M.,'MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 36; THENCE WEST ALONG THE SOUTH LINE OF SAID SECTION 36, A DISTANCE OF 575 FEET TO THE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE NORTH AND PARALLEL WITH THE EAST LINE OF SAID SECTION 36, A DISTANCE OF 1320 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 36; THENCE EAST ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 36, A DISTANCE OF 575 FEET TO A POINT AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 36; THENCE SOUTH. ALONG THE EAST LINE OF SAID SECTION 3'6, A DISTANCE OF 406:65 FEET, MORE OR LESS, TO A POINT THAT BEARS NORTH 913.35 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 36; THENCE SOUTH 88 DEG. 44' 32" WEST, A DISTANCE OF 350 FEET; THENCE SOUTH AND PARALLEL WITH THE EAST LINE OF SAID SECTION 36, A DISTANCE OF 913.35 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 36; THENCE WEST ALONG THE SOUTH LINE OF SAID SECTION 36, A DISTANCE OF 225 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PORTION LYING WITHIN THE BOUNDARIES OF THE FOLLOWING DESCRIBED PARCEL OF LAND; BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 36; THENCE FROM SAID POINT OF BEGINNING ALONG THE SOUTHERLY LINE OF SAID SECTION 36, SOUTH 88 DEG. 44' 32" WEST, 981.89 FEET TO THE EASTERLY LINE OF THE WEST. ONE-FOURTH OF THE SOUTHEAST. QUARTER OF THE ,SOUTHEAST QUARTER OF SAID SECTION 36; THENCE ALONG SAID EASTERLY LINE, NORTH 00 DEG: 44' 49" WEST '346.15 FEET THENCE LEAVING SAID EASTERLY LINE SOUTH 59 DEG. 36' 00" EAST, 346.24 FEET; THENCE NORTH 76 DEG. 53' 33" EAST 703.40 FEET TO THE EASTERLY LINE OF SAID SECTION; THENCE ALONG SAID EASTERLY LINE, SOUTH 00 DEG. 27' 19" EAST, 308.88 FEET TO THE POINT OF BEGINNING. APN 071-300-024-000 CONTINUED PAGE 5 Y ORDER NO. BU -188772 DMP DESCRIPTION - CONTINUED il,`Zi4)A� *9 A NON-EXCLUSIVE RIGHT OF WAY AS CONTAINED IN'THOSE CERTAIN EASEMENT AGREEMENTS RECORDED SEPTEMBER 19, 1966, IN. BOOK 1443, PAGE 549, OFFICIAL RECORDS AND JUNE 8, 1967, IN BOOK 1474, PAGE 17, OFFICIAL RECORDS. 4 EXCEPTING THEREFROM THAT PORTION DEEDED TO THE STATE OF CALIFORNIA RECORDED IN BOOK 1267, PAGE 426, OFFICIAL RECORDS. PARCEL III• A NON-EXCLUSIVE RIGHT OF WAY AS CONTAINED IN EASEMENT AGREEMENT RECORDED JUNE 25, 1967, IN BOOK.1457, PAGE 537, OFFICIAL RECORDS. EXCEPTING THEREFROM THAT PORTION DEEDED TO THE STATE OF CALIFORNIA RECORDED IN BOOK 1267, PAGE 426, OFFICIAL RECORDS. PAGE 6 FOX Compa-qy G4 "61 a � 3995 Olive Ffighway, OrovMe CA 95966 -916-533 2730 / 916-533-1825 FAX . ITO Uc. #305365 C-10, lb -40, C-20, C-36, C-43 Residential Fire Sprinkler with Pump &Holding Tank 1. Calculations 2. Sprinkler Head 3. Spring Loaded Check Valve 4. 3 -Way Globe Valve 5. 300 lb. Gauge 6. 2 Pole Flow Switch 7. Alarm Bell 8. Drain Ball Valve 9. Spare Head Cabinet 10. Booster Pump 11. Pressure Switch 12. Pump Control 11 Holding Tank RESIDENTIAL FIRE SPRINKLER ` SYSTEM DESIGN BY FOX COMPANY C-16 LIC. # 305365 PER REQUIREMENTS OF NFPA 13D, 2002 EDITION WALT COLEMAN COLEMAN HOME 91 LONETREE RD. AP 071-300-024 OROVILLE ROCKY POINT OROVILL.E CALCULATED FOR 1 HEAD 1/2/04 WATER SOURCE IS WELL & HOLDING TANK WATER PRESSURE IN HOLDING TANK DEDUCT PRESSURE LOSS FROM SOURCE TO SPRINKLER CONTROL VALVE MAIN SECTION EQUIV.FT. I"' PIPE = 20 FT. 1 GATE VALVE = 1 FT. 2 CHECK VALVE = 8 FT. 3 ELBOWS - = 21 FT. 0 COUPLINGS = 0 FT. 0 TEES (RUN) = 0 FT. 0 TEES (BRANCH) = 0 FT. TOTALS = 50 FT. X .0296 - 1.48 DEDUCT HEAD LOSS FOR ELEVATION ( 20 FT. X 0.434 ) - 8.68 DEDUCT PRESSURE LOSS FOR .PIPING FROM CONTROL VALVE TO FARTHEST SPRINKLER PIPE SECTION ONE EQUIV.FT. 1'' PIPE = 85 FT. � 3 ELBOWS = 21 FT. 0 COUPLINGS = 0 FT. 7 TEES (RUN) = 7 FT. 3 TEES (BRANCH) = 15 FT. TOTALS = 128 FT. X .0296 - 3.79 11 45 43.52 34.84 31.05 BRAND OF HEADS = TYCO LF -II G.P.M. - P.S.I. CONVERSION FORMULA K FACTOR OF HEADS USED = 4.9 (G.P.M./ K FACTOR)2 = P.S.I. EQUIVALENT FEET CALCULATED @ 1 HEAD 1 HEAD = 13 G.P.M. FLOW ( 13 G.P.M. EA.) FRICTION LOSS `C' FACTOR = 150 MINIMUM PRESSURE REQUIRED = 7.04 P.S.I. PRESSURE AVAILABLE IN SYSTEM = 31.05P.S.I. RESIDENTIAL FIRE SPRINKLER SYSTEM DESIGN BY FOX COMPANY C-16 LIC. # 305365 PER REQUIREMENTS OF NFPA 13D, 2002 EDITION WALT COLEMAN COLEMAN HOME 91 LONETREE RD. AP 071-300-024 OROVILLE ROCKY POINT ORQVILLF_ CALCULATED FOR 2 HEADS 1/2/04 ------------------------------------------------------------------------------- WATER SOURCE IS WELL & HOLDING TANK WATER PRESSURE IN HOLDING TANK ; 45 DEDUCT PRESSURE LOSS FROM SOURCE TO SPRINKLER CONTROL VALVE MAIN SECTION EQUIV.FT. I" PIPE = 20 FT. 1 GATE VALVE = 1 FT. 2 CHECK VALVE = 8 FT. 3 ELBOWS = 21 FT. 0 COUPLINGS = 0 FT'. 0 TEES (RUN) = 0 FT. 0 TEES (BRANCH) 0 FT. TOTALS = 50 FT. X .1067 5.34 39.67 DEDUCT HEAD LOSS FOR ELEVATION ( 20 FT. X 0.434 ) - 8.68 30.99 DEDUCT PRESSURE LOSS FOR PIPING FROM CONTROL VALVE TO FARTHEST SPRINKLER PIPE SECTION ONE EQUIV.FT. --------- I" PIPE = 85 FT. 3 ELBOWS = 21 FT. 0 COUPLINGS = 0 FT. 7 TEES (RUN) = 7 FT. 3 TEES (BRANCH) = 15 FT. TOTALS = 128 FT. X .1067 -13.66 17.33 BRAND OF HEADS = TYCO LF -II G.P.M. - P.S.I. CONVERSION FORMULA K FACTOR OF HEADS USED = 4.9 (G.P.M./ K FACTOR)2 = P.S.I. EQUIVALENT FEET CALCULATED @ 2 HEAD 2 HEAD = 26 G.P.M. FLOW ( 13 G.P.M.' EA.) FRICTION LOSS `C' FACTOR = 150 MINIMUM PRESSURE REQUIRED = 7.04 P.S.I. PRESSURE AVAILABLE IN SYSTEM = 17.33 P.S.I. tqcu.IFire& 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. 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/psi112 (70,6 LPM/barl/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 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. Page 11 of 4 JULY, 2002 TFP4OO Page 2 of 4 (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 (7-Y2234) 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: • 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 13D and NFPA 13R ap- plications where the sprinklers are lo- cated in closets. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet TFP400 (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 (TY2234) must be in- stalled in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diarreter of the air bubble is approximate)y 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 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 sprinkler fitting using only the W -Type Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling Area (B) Ft. (Max. 2 Inch Rise (Max. 8 Inch Rise Ft x Ft. (m) for 12 Inch Run) for 12 Inch Run) (m x m) 155°F/68°C or 175'F/79'C 155'F/68°C 12 x 12 12 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) (3,7 x 3,7) (3,7) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 14 x 14 14 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) (4,3 x 4,3) (4,3) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 16 x 16 16 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) (4,9 x 4,9) (4,9) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 18 x 18 18 17 GPM (64,3 LPM) 21 GPM (79,5 LPM) (5,5 x 5,5) (5,5) 12.0 psi (0,83 bar) 18.4 psi (1,27 bar) 20 x 20 20 20 GPM (75,7 LPM) 21 GPM (79,5 LPM) . (6,1 x 6,1) (6,1) 16.7 psi (1,15 bar) 18.4 psi (1,27 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (7-Y2234) 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: • 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 13D and NFPA 13R ap- plications where the sprinklers are lo- cated in closets. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet TFP400 (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 (TY2234) must be in- stalled in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diarreter of the air bubble is approximate)y 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 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 sprinkler fitting using only the W -Type TFP400 Components: 1 - Frame 2 - Button 3 - Sealing Assembly 1 4- Bulb 5 - Compression 2 Screw 6 - Deflector3 7- Ejection Spring 4 Temperature 5 rating is indicated on 6. Deflector. 7/16" (11,1 mm) NOMINAL MAvc_u.i 7 1/2, ESCUTCHEON NPT ; PLATE SEATING 2-7/8" DIA. SURFACE (73,0 mm) 7 T2-1/4" (57,2 mm) 5/8" ,3 mm) WRENCH STYLE 20 . FLATS RECESSED ESCUTCHEON CROSS SECTION PENDENT Page 3 of 4 RECESSED PENDENT FIGURE 1 SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS 2-7/8' DIA. 7/16±1/8" (73,0 mm) 1/2" (12,7 mm) (11,1±3,2 mm) 2.1/4" DIA. 1/4"(6,4 mm) FACE OF (57,2 mm) SPRINKLER MOUNTING FITTING 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 (1-Y2234) RESIDENTIAL PENDENT SPRINKLER 11 WRENCH RECESS END 'A' USED FOR TY2234) FIGURE 3 W -TYPE 6 SPRINKLER WREA(CH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W -TYPE 7 RECESSED SPRINKLER WRENCH Page 4 of 4 7 Recessed Sprinkler Wrench (Ref. Figure 4). With reference to Figure 1, the W -Type 7 Recessed Sprinkler 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 push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. 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 twisUslippage, 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' LI- ABILITY EXCEED AN AMOUNT 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 While Polyester......... P/N 51-201-4-155 155'F/68•C Natural Brass........... P/N 51-201-1-155 175°Fns°C or Chrome Plated ......... P/N 51-201-9-175 175°F/79°C White Polyester......... P/N 51-201-4-17,,. 175°Fn9'C Natural Brass........... P/N 51-201-1=1.75, Recessed Escutcheon: Specify: Style 20 -Recessed Escutch- eon with (specify) finish, P/N (specify). 1/2' (15 mm) Style 20 Chrome Plated ......... P/N 56.705-9-010 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 56-705-2-010 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 Grinnell , Cn W J a W N Z O Bronze Spring Loaded Check Valve %"-2" Figure No. 3600 w/Teflon Disc. Figure No. 3600SJ w/Teflon Disc Figure No. 3615 w/Buna-N Disc Figure No. 3615SJ w/Bunn-N Disc 125 PSI Saturated Steam, with TFE Disc Buna-N Disc Rated at 250 PSI 250 PSI Non -Shock Cold Water, 011, or Gas Fluid Pressure, Non -Shock W.O.G. 9z; lure No. 3600 lure No. 3615 Threaded Grinnell check valves may be installed in vertical lines with upward flow or in any intermediate position. Do Not Use For Reciprocating Air Compressor Service. Do Not Use as a Footvalve. Q) Figure No. 3600SJ Figure No. 3615SJ Copper to Copper 6 LW .":,a`�tLa_�E!�.�'r3�.^f�.iy.�f'9�'•Y:�I r.. ��!tj.!waHaaCY..'•��:w���<ir :^'.3'F�=. ':.:•_.. . �+ialeri�i Lf§i k ;., Dimensions — Weight§ Nominal Size Part Specification 1. Body -Bronze ASTM B-584 Alloy C84400 2. Stem Stainless Steel ASTM A-582 Alloy S30300 3. Spring 316 Stainless Steel 4. Disc Holder Stainless Steel Type 301 S. Disc Teflon, Fig. 3600 5A. Disc Buna-N, Fig. 3615 6. Seat Ring Teflon 7. Seat Screw Stainless Steel ASTM A-276 Alloy S43000 8. Body End Bronze ASTM B-584 Alloy CB4400 Nominal Size DimensionsApprox. NNet wt. Fig. 3600 Approx. NNet wt. Fig.3600SJ A B C 3/e 2 13/8 17/16 .4 .4 '/2 2V16 13/e 13/16 .4 .4 3/4 21/4 15/9 15/16 .5 .5 1 25/e 2 1'/z .8 .9 111. 215/16 23/e 111/16 1.2 1.3 1'l2 35/16 23/4 2 1.6 1.9 2 33/4 33/6 25hr. 2.4 2.7 3 -Way Globe Valves 1/4 1 nch Central Sprinkler Company 451 North Cannon Avenue. Lansdale. Pennsylvania 19446 Product. Description The Central Model F17 3 -Way Bronze Globe Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model F17 3 -Way Bronze Giobe Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F17 3 -Way Bronze Globe Valves are of cast bronze construction in strict accordance with ASTM B-62 specifications 85-5-5-5 for superior I 2.45 i_ corrosion resistance. The hand wheel is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories. Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards. The Central Model F17 3 -Way Bronze Globe Valves are rated with cold water at 200 psi, non -shock for cold water service, and are tested twice. air under water for consistent quality. The Central Model F17 3 -Way Bronze Globe Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non -Domestic) 1.69.E �!Fpkv A 3 -Way - Bronze Gkobe-.�-,­. Valves Bill of Materials Item Description Material Specification 1 Body Bronze ASTM B-62 2 Hand Wheel Cast Iron ASTM A -126-B 3 Hand Wheel Nut Steel Commercial 4 Packing Non -Asbestos Commercial 5 Packing Gland Brass ASTM B-16 6 Packing Nut Brass ASTM B-16 7 Stem Brass ASTM B-16 No. 27.3.0 Hour,B.TRIMmLINEY cont'�1. 1 800 854-1015 FIRE SPRINKLER PRESSURE GAUGES I. U.S. GUAGE, AMETEK e Use on wet or dry sprinkler systems! • Solid brass backed!. • '/, " A .NTP -LM brass fitting; 3'/2 n diameter • 300 Ib.lsq. In. Capacity 12130 ra goo 200 , ys PSI M so iso Sao IL . @LISTED IF M APPROVEC VSR-SF VANE TYPE WATERFLOW (0),POTTER POR SMALL PIPE ALARM SWITCH WITH RETARD Potbr Electric Signed Company potter Electric Signal & Mfg. LTD 2081 Craig Road • P.O. Box 28480 1987 Leslie Street St. Louis, MO 63146.4161 Don Mills, Ontario, Canada M382M3 (314) 878.4321 a (800) 325.3936 (416) 441.1633 :.y STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT, NO. 1009680 OTHER PATENTS PENDING. UL. ULC, CSFM LISTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximunn Surge: 18 FPS Enclosure: Die-cast, red enamel finish. Cover held In place wfth tamper resistant screws Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 12SMSO VAC 2.0 Amps at 0.30 VDC Condult Entrances: Two Knockouts provided for 1/2' conduit Usage. listed Plastic. Copper and Schedule 40 Iron Pipe Fits pipe sizes - 1', 1 1/4', and 1 1/2' Note: 8 paddles are Iumished with each unit one for each pipe size of threaded or sweat TEE, one for 1'_CPVC, and one for 1 1/2' polybutylene (CTS -Copper tubing size) Environmental 8peaffieatlons: Suitable for Indoor or outdoor use with factory Installed gasket and dle-cast housing NEMA 4 Rated Enclosure - use wtth appropriate eondult flWN Temperature Range: 400 F/120° F (4.50 C/4W C) Caution: This device Is not Intended for applicadone In explosive environments Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-130 Resldential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-12 Optioeal: Cover Tamper Switch, order Stk. No, 0090019 The Model VSR-SF la a vane type waterflow switch for use on wet sprinkler The vane must not rub the Inside of the TEE or bind In any way. The stern systems that use 1', 1 1/44, or 1 1/2' pipe size. Tho unit may also be used should move freely when operated by hand, as a sectional waterflow detector on large systems. The device can also be used In copper or pleatle pipe installadons with the The unit contains two single pole double throw snap action switches and proper adaptets so that the apecifiod TEE fitting may be Installed on the an ad)ustable pneumatic retard. The switches are actuated when a Now of pipe run. 10 gallons par minute or more occurs downstream of the device. The How , condition must exist for a period of time necessary to overcome the INBPECMN AND TESTING: Check the operation of the unit by opening selected retard period. , i the Inspector' teat valve at the end of the sprinkler Hns or the drain and teat comectiOn, M an Inspector's teat valve Is not provided. INSTALLATION: These devices maybe mounted In horizontal or vertical pipe. On horizontal pipe they should be Installed on the top side of the pipe where they will be accessible. The units should not be Installed within d' of a valve, drain or ftnhg which changes the direction of the waterfiow. The unit has a V NPT tushing for threading into a noncorrosive TEE, See Fig - 2 for proper TEE size, type and Installation. Screwthe device Into the TEE fitting m shown In Fig. 2. Care mustbetdken to property orient the device for the direction of Welerflow. If there ars no provisions for testing the operation of the flow detection device on the system, appllcatton of the V8R-SF to not reeomrnended or 'advisable Ths Irequency of the Inspection and testing and its associated protective monitoring system should be in acmdance with the applicable NFPA Codes and Standards and/or authority having )urtadictfon (manufacturer recommends quarterly or more frequently). CAUTION: There are 8 paddles fumished with each unit. These paddles have raised lettering that shows the pipe size and type of TEE that they are to be used with. The proper paddle mug be used. The screw that holds the paddle must be securely tightened. MKT. 061110000 • Rev t PAaE 1 0W 2 PRINTED IN USA Mrs. #g400102 - 3/06 BELLS (b,'POTTER PBA_ AC &PBD-DC Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, MO 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321 / (800) 325-3936 (416) 441-1833 UL LISTED, FM APPROVED 6" BELL SHOWN Sizes Available: 6", 8", and 10" Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -400 to 150°F (outdoor use require weatherproof backbox) - Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar, or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" square electrical box for indoor use, or on a model BBK-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAL dB 10 FT. MINIMUM dB 0 10 FT. 6 12VDC PBD126 1706012 .12A 85 75 8 12VDC PBD128 1708012 .12A 90 75 10 12VDC PBO1210 1710012 .12A 92 75 6 24VDC PBD246 1706024 .06A 87 75 8 24VDC PBD248 1708024 .06A 91 79 10 24VDC PBD2410 1710024 .06A 94 79 6 24VAC PBA246 1806024 .17A 91 75 8 24VAC PBA248 1808024 .17A 94 75 10 24VAC PBA2410 1810024 .17A 94 75 6 120VAC PBA1206 1806120 .05A 92 82 8 I 120VAC PBA1208 1808120 .05A 99 82 10 120VAC PBA12010 1810120 .05A 99 85 Weatherproof backbox model BBK-1 Stk. No. 1500001. Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -20° to 150°F. 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. PRINTED IN USA MKT. #8850001- REV K PAGE 1 OF 2 MFG. #5400776 - 4/94 Sprinkler Head Cabinet Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 EDProduct Technical Description Data Central Sprinkler Head Cabinets Model: Sprinkler Head Cabinet are constructed of a metal enclosure Style: 6 head or 12 head with a triple -hinged cover designed to provide on-site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. _Central Sprinkler_.Head Cabinets are manufactured of heavy gauge Standard Finish: Red enamel Mfgr. Source: Non-domestic Capacity: 6 sprinkler heads 12 sprinkler. heads Dimensions: -6 head - 5" high x 14" long x 3 1/4" deep 12 head - 5" high x 14" long z 4" deep Weight: 6 head - 2.3 lbs. 12 head - 3.5 lbs. steel with knock -outs to ___ accommodate either 1/2" or 3/4' N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in six (6) or twelve (12) head capacity. APPLICATIONS Specifically designed 4or the following uses: Lawo sprinkling • Irrigation ` • Air conditioning systems • Heat pumps • Water transfer • Dewatering SPECIFICATIONS Pump: • Pipe connections: 1'/z° suction 1'/z" discharge • Capacities: to 110 GPM:at 5 foot suction lift. • Heads: to 128 feet. • Reprime capabilities: to 25 foot suction lift. • Maximum working pressure: 125 PSIG. • Maximum water temperature: 160°F (710C). • Rotation: right hand ie; clockwise when viewed from motor end. Motor: • NEMA standard open drip proof. • 60 Hz, 3500 RPM. • Stainless steel shaft. • Single phase: %-2 HP, 115/230 V; 3 HP, 230 V only. Built-in over -load with automatic reset. • Three phase: 230/460 V. Overload protection must be provided in starter unit. Starter and heaters (3) must be ordered separately. FEATURES ■Self -Priming Design: When pump is primed it never needs priming.again even if water•level drops - below end of the foot valve. It resumes pumping as soon as water level rises again. Gas or air in the water will not airbind the pump. ■ Serviceable: • Back pullout design allows disassembly of pump for service without disturbing piping. • Two compartment motor for easy access to motor wiring and replaceable components. m, Diffuser (Guide Vane): Bolt down diffuser provides positive alignment with impeller. Diffuser also has stainless wear ring for extended performance in abrasive conditions. F.D.A. compliant, injection molded, food grade, glass filled Lexan® for durability and abrasion resistance. ■ Impeller: F.D.A. compli- ant, glass filled Noryl®. Corrosion and abrasion resistant. ■ Corrosion Resistant: Electro -coated paint process is applied inside and out, then baked on. ■ Casing: Cast iron construction. 4 bolt, back pull-out design. Tapped openings provided for vacuum gauge and casing drain. Coulds IRRI-GATOR TM .SELF PRIMER- MODEL ■ Powered for Continuous Operation: Pump ratings are within the motor manu- facturer's recommended working limits. Can be operated continuously without damage. ■ Mechanical Seal: Carbon/ceramic faces, BUNA elastomers. 300 series stainless steel metal parts. Exclusive casing design prevents the seal from running dry. SELF -PRIMING MOOELS AVAILABLE Model HP Phase GT07 '/ 1 GT10 1 GT15 1 %: _ GT20 2 GT30 3 GT073 '/4 3 GT103 1 GT153 1'/: GT203 2 GT303 3 Arrows show flow of water after all air has been exhausted from suction line. 0 1997 -Goulds Pumps Effective October, 1997 BGT _ Goulds IRRI-GATOR TM r 0� 8 a\\ 14 O o �\ 1 13 �7\2 GT O \\� 1011 s �\ 2 1 COMPONENTS.. .. DIMENSIONS AND WEIGHTS ItemM . De&cri tion .. Suction Litt Model Disch. '3` "� SeaPririg ='diffuser .: ; 4 Diaphragm 5 Machine screw 6 Diffuser 7 Impeller T 8 Mechanical seal 9 Foot 10 Bolt — foot to adapter 11 1 Motor adapter 12 Bolt — casing to adapter 13 Boit —. adapter to motor 14 Deflector PERFORMANCE RATINGS Model.. PSI Suction Litt Model Disch. In'Feet GT073 Pressure 5 10115 20 25 GT153 20 44 41136 31 24 GT07 GT073 30 34 31126 22 141 40 10 4 •0 0 0 1/ 20 53 51 49 46 41 GT10/ GT103 30 43 41 38 36132 40 29 22 16 8 0 21% 20 63 59 54 49 39 GT15/ GT153 30 60 55 51 46 37 Width , .. 40 45 38133 20 14 20 86 77 70* 59 46 GT20 GT203 30 80 72167 57 44 40 65 60157 50 43 20 05 0 88 76 60 EGT30� .30 92 „ Wt. (Ibs.) 48 40 73 67 62 55 50 Model.. GT07 . GT10 : W15 F GT20 GT30 GT073 GTI 03 GT153 GT203 GT303 " 2 3 1/ 1 1 lfe 2 3 :L :21;/e 20Ma 21% 19 191/ 20'/a 2O"Ia 211/6 Width , .. ,.. 8% Height 9Y4 Wt. (Ibs.) 48 52 60 65 76 49 52 55 69 71 Phase Single I Three (All dimensions are in inches and weights in lbs. Do not use for construction purposes.) 1'/i NPT DISCHARGE 1.V2* SUCTION 9 8— PERFORMANCE CURVE" 120 30 100 80 _.3 z 20 0 60 a 0 40 10 20 tri .Performance ratings arp in GPM. LAG®U L®S PUMPS ITT: Industries 00 10 20 30 40 50 60 70 80 90 100 110 120 U.S. GPM 0 5 10 15 20 25 W/hr. GALLONS PER MINUTE (0) Single and three phase have same performance. Water Technologies .Seneca Falls, NY 13148 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A. JUNE, 1980 Supersedes Page P3 PUMPTROL® PRESSURE SWITCHES Dated 3/76 TYPE FSG C_L� 901:. MORE ABOUT THE PUMPTROL PRESSURE SWITCH WITH FORM M4 LOW PRESSURE CUT-OFF. The Class 9013 type FSG Form M4 switch includes all the features of the standard type FSG Pumptrol pressure switch. In - addition, the Form M4 low pressure cut-off feature aids in preserving the life of the pump. When pressure in the system drops to approximately 10 P.S.I. below the set cut -in point for any reason, such as a low water condition, the switch will open to tum off the pump. * When the condition has been relieved. - ' `'i the manual lever is turned to the start position and, if pressure is restored while holding there, the switch resumes normal '.`. operation.. The Form M4 manual lever also has an off position for com- plete pump shutdown. IMPORTANT: The cut -in point must not be set lower than 19 P.S.I.: consequently, the cut-out point on rising pressure must � not be lower than 30 P.S.I. �� Electrical Ratings — See preceding page. ` NOTE: Form M4 is not available on FYG types. *Example: Switch set 20-40, low water cut-out = 10 a True FSG. Form G5 m4 rsnowno Combination of hito, Ught ane PProx. low P.essure Cut -o" Modiucauonsi Switch set 30-50, lows water cut-out = 20 approx Switch set 40-60. low water cut-out = iU applox FOR PRICES AND ORDERING INFORMATION SEE PRECEDING PAGES I- =1(V cr 0 LL z z 0 W z a 0 0 U U." SQUARED COMPANY 3.93 2.78 100 0 C i 71 I , swwG wwtus is 2m w. - Type FSG-2.Form m4 UNDERWRITERS LABORATORIES LISTED I - i 2.05 11.3_ 52 35 Dual Di wc:0;;- mun�x.•: Manufacturers of Pumps and Supplies 2081 Frontier Trail Q Anderson, CA 96007 (916) 365.2555 I ORDER DESK: CALIFORNIA (800) 446-4800 NATIC)NAL (800)222-11AYS BALL FLOAT VALVES VALVES ONLY ORDER NO. SIZE WEIGHT I.B. LIST PRICE NET 1-10 NET 11 & UP R400-1/2 1/2" 1 $23.10 $11.55 $10.78 R400-3/4 3/4" 1 29.74 14.87 13.88 R400-1 1" 46.80 23.40 21.84 R600-1-1/4 1-1/4" 107.14 53.57 50.00 R600-1-1/2 1-1/2" 4 107.14 53.57 50.(.)0 R610-2 2" 3 113.90 56.95 1 53.16 COPPER FLOATS ORDER SIZE WEIGHT LIST NET NET NO. 125 105 PRICE 1-10 11 & UP R440-5 5" 1 S24.S8 S12.29I 511.47 R440-6 6" 1 28.80 14.40 13.44 *R440-8 8" 1 79.83 :39.93 � :37.27 *FOR THRU-HOLE ADD 40% TO NET POLYPROPYLENE ''FLOATS -ORDER SIZE WEIGHT LIST NET NET NO. 125 105 PRICE 1-10 11 & UP PF5 ' 5" 1 $9.32 $4.66 $4.35 PF6 6" 1 11.02 5.51 5.14 *PF8 8" 1 12.92 6.46 6.03 * FOR THRU-HOLE ADD .$4.03 EACH TO NET F PIPE, VALVES & FITTINGS Sheet No. 1211.0-1 Effective 2-15-90 Supersedes 0-00 FACSIMILE: (916) 'W-_7796 909 ,750CER1 • (G.P.M.) ,,T �,. r,•„ ,� , INI s-� u[: 1: ��,�L ;F�(., IN1.0 PRESSURES 125 105 t 85 65. 55 :35 .1.---.--_ .. _... .._.-. ..._; . VALVE GALLONS PER MINUTE G.P.M. � R400-1/2" 36.0 30.2 25.8 .7 I R400-3/4" 64.3 56.5 47.1 - R400-1 82.5 76.4 69,0;) ? In.1t ;s;. f 25.:) 8600 ALL 160. 144. I I 129. ! 62. � SIZES i R610 267. 241. 218. 11):3. 1 ; <!. ALL PRICES AND SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT N0110'. 1.(.1.11. tit 111'1'Wr; l'Uli'll HAYS PUMPS INC. 19900 67� T 1 T y' AN'DwHEN'RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2004-1010 1 366 1 fS U �D Recorded I REC FEE 13.00 Official Records I CONFORM 1.00 Cou�y Of I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Kathy 03:34PM 11 -Mar -2004 I Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this.property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and 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 ip the County of Butte tate of California, described as follows: Date PROPERTY OWNERS: 6AAA1 StateCf�i��\� ) County of ) lly 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. W)T_Nl�S my hanKand official seal. ANGELA D. MASTELOTTO C Commission #1381124 0 f'- - Notary Public -Calif( A.F' 4CTA_ ,�j_ Butte'County My Comm. Exp. OCT. 22, 2006 ORDER NO. BU -188772 DMP DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• THE MOST SOUTHERLY 475 FEET OF THE FOLLOWING DESCRIBED PARCEL OF PROPERTY SITUATED IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA: A PORTION OF SECTION 36, TOWNSHIP 20 NORTH, RANGE 5 EAST, M.D.B. & M., -MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 36; THENCE WEST ALONG THE SOUTH LINE OF SAID SECTION 36, A DISTANCE OF 575 FEET TO THE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE NORTH AND PARALLEL WITH THE EAST LINE OF SAID SECTION 36, A DISTANCE OF 1320 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 36; THENCE EAST ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 36, A DISTANCE OF 575 FEET TO A POINT AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 36; THENCE SOUTH ALONG THE EAST LINE OF SAID SECTION 3,6, A DISTANCE OF 406.65 FEET, MORE OR LESS, TO A POINT THAT BEARS NORTH 913.35 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 36; THENCE SOUTH 88 DEG. 44' 32" WEST, A DISTANCE OF 350 FEET; THENCE SOUTH AND PARALLEL WITH THE EAST LINE OF SAID SECTION 36, A DISTANCE OF 913.35 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 36; THENCE WEST ALONG THE SOUTH LINE OF SAID SECTION 36, A DISTANCE OF 225 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PORTION LYING WITHIN THE BOUNDARIES OF THE FOLLOWING DESCRIBED PARCEL OF LAND; BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 36; THENCE FROM SAID POINT OF BEGINNING ALONG THE SOUTHERLY LINE OF SAID SECTION 36, SOUTH 88 DEG. 44' 32" WEST, 981.89 FEET TO THE EASTERLY LINE OF THE WEST ONE-FOURTH OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 36; THENCE ALONG SAID EASTERLY LINE, NORTH 00 DEG. 44' 49" WEST, 346.15 FEET; THENCE LEAVING SAID EASTERLY LINE SOUTH 59 DEG. 36' 00" EAST, 346.24 FEET; THENCE NORTH 76 DEG. 53' 33" EAST 703.40 FEET TO THE EASTERLY LINE OF SAID SECTION; THENCE ALONG SAID EASTERLY LINE, SOUTH 00 DEG. 27' 19" EAST, 308.88 FEET TO THE POINT OF BEGINNING. APN 071-300-024-000 CONTINUED PAGE 5 ORDER NO. BU -188772 DMP DESCRIPTION - CONTINUED PARCEL II: A NON-EXCLUSIVE RIGHT OF WAY AS CONTAINED IN THOSE CERTAIN EASEMENT AGREEMENTS RECORDED SEPTEMBER 19, 1966, IN. BOOK 1443, PAGE 549, OFFICIAL RECORDS AND JUNE 8, 1967, IN BOOK 1474, PAGE 17, OFFICIAL RECORDS. EXCEPTING THEREFROM THAT PORTION DEEDED TO THE STATE OF CALIFORNIA RECORDED IN BOOK 1267, PAGE 426, OFFICIAL RECORDS. PARCEL III• A NON-EXCLUSIVE RIGHT OF WAY AS CONTAINED IN EASEMENT AGREEMENT RECORDED JUNE 25, 1967, IN BOOK 1457, PAGE 537, OFFICIAL RECORDS. EXCEPTING THEREFROM THAT PORTION DEEDED TO THE STATE OF CALIFORNIA RECORDED IN BOOK 1267, PAGE 426, OFFICIAL RECORDS. PAGE 6 RESIDENTIAL PLAN ;: ° REVIEW GUIDE o .: -�_ .• i►:: c SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Ou µ 0%vner. Building Permit Number: Plans Examiner: -;/ida S,.tnpson A. P. Number: i GErER.-kL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing -solations on the property. Recorded notice of violation. Building permit valuation. PLOT PL .N: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills andror drainage. Flood hazard. 6 Special conditions on Parcel Map: Noise C] SR_- Fire Sprinklers, Water Tender Traffic and Drainage fees ❑ Federal aid Route and/or Federal Aid Secondary Route setback require ent. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10410 of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue %vindows shall have a minimum net clear openable area of 5.7 square feet The minim"" net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". When «indo« s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permiod in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.11 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 fax in any dimension (Utriform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). `Fater heaters %%hich depend on the combustion of fuel shall not be installed in a room cued or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined spas opening foto abash or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedrooM of in a root. compartment or alcove opening directly into any of these (Uniform Mechanical Code secdoa3044 Garage fire%vall separation - required on garage side including supporting walls and posts (Unilbrm 8 Code section 302.4 exception #3). nder no circumstances shall a private garage have any opening into a room used for sleeping purposes (Unnrn Building Code section 312.0. Wood stove location -Alcove — U1viC section 205 confined space & 223 unconfined space & 304.2). Smok: detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). ,WShoptir compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). ,p.-13eanrrg walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). S UCTURAL DETAILS: g� wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1_) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designees "wet" stamp, sigaattur, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. tthe erestory requiring balloon framing and/or engineering. undation plans complete enough to construct building (Uniform Building Code Table 18-I-C�. oor constriction details complete enough to construct building. evations and wall construction details complete enough to construct building of construction details complete enough to construct building. replace construction details and calculations if necessary. rage door header size(s). rch header size(s). -pical header size(s). id heights. gh expansive soil — special foundation design required. tainingwalls requiring design. psum wallboard nailing inspection required. area below the lowest floor .is full)- enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a mgisterod professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be sho%%m on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other sm ice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run. head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Bride or stone veneer (Uniform Building Code section 1403). FMerior plaster— weep screeds (Uniform Building Code section 2506.5). Roof pitcb for roof covering (Uniform Building Code Table 15-B-1& 2, 15-13-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 d: 2306.7). . Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. . Energy design compliance and supporting documentation. . CDF responsible area requirements. UELDING PERMIT REQUIREMENTS: 1<. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6• ❑ Sub -Standard Housing lener. Pzee -- Of Proposed Use: Residential . New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ® Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ® Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved 13. Conditionally Approved ❑ Resolve Problems Prior to Approval 49 Site Plan Stamped Approved By Date Page 1 of 5 SITE PLAN REVIEW APPLICATION Date: 1— 29 — G'`� AN Permit Number (if applicable) Q -0 6 —1 Bin Number APPLICANT INFORMATION Parcel Size: `� a H A c— Owners Name: G� '� A L- 1 Owners Address: Ci Y— LGA)6 --rQS 6- 2l>, O Q -DV 1 U—& & CA ()S'!) b Telephone No.: Situs Address: cY y PO 11J -N- R-.t� Proposed Use: Residential . New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ® Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ® Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved 13. Conditionally Approved ❑ Resolve Problems Prior to Approval 49 Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: /� • Flood Panel No.: 6 B' O C- Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front O 1 Side I Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire School* ❑ Parks/Recreation ❑ Roads H Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special Fees ® Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula --------------------------- * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Q Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 It Subdivision Map/Parcel Map: Map Date of Recording: Lot: I 1-22- 02. ❑ Use Permit/Minor Use Permit Permit Number: r-, Book: , S Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ®, Comply with the following Conditions of Approval: 11 Attached ❑ None ® Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 it Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. st be r ezt a re a 6d cl en ee trier u d r tessio=—And be P s. P submitted to anpprove by the Departmen of Public or cs. S EE GC» fl ,% -T 10,0 :ty, -% > JO AA 21 L- 1 5 ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. 1 Page 4 of 5 . 6 T,7: -S 4 t) He, rOT-D ARrA ni LFA',',,F.F?Dr S-P-b-ACk M, Mf 1 F�W :,f---.R-.R SYSTLIC alAU- F -EE MT,41.11D 'U. F7P.r 'i ALI. iWIV RESPEN17141. � N'-' U AC(•*9?,')AWZ K777 F/ 2) Prf�� To 7 A AFW RF74MY47-mL NA 7 • M AL rPF' �r% 0 TEO i -#'Vv A -', -0 ( A -Ml S 'NVA P li OWE'LLNG Vill Tif AP*Y..,'CANfr FHA! 1 PAY ALI, APPLICAPIE' FOR Prf U5TAL I-A.r?OV CF SM"OKlER Y'.fTFU-'- #V OW. .4Wi L . -,Ftk-,VT AT r4r PA ,T. - #v i��TA T ?W-. 34-1- Lf -; TWO FAW.Y OWL -11M.5 AAE) Wa�E' fiOWS, f3i'4VAWARD A 7 A tVCF C*' ME A ON. P�A I UN 3-aCH FEES, MA Y PAZ lff;� M. W -FSS A Ffi'£:ZI!P070 C%'%#AA%frY WATER SYS -mi, CPJT,'VOT 6E LUTr,-- 74- PARK' XIX. XHCOL FEE, ;r?APiA(-,V FEE, 147TH TNAT Uf'rl FRE DU)AR MEW PEWT AND F'-AAi r�5 WAPT-R A.M.) HEWER SEH'OLE45' Fz-EZ 5rCC7,rA 7701W 'FRO -S PARC -1 S: ANO FW FEES. 1 3) Wv"Z STO LZ AvJ) -W-Pi ACCUSM-1- 4W-AUED hl Alv`.,'rla1'C T.c� 1jj-,4.qV �'WAKZ ra':VQSAL ANFA (V5,l)A/' k*'2cvAX 5F W P -N 17W. 5kALL P-9. rPA APPP. 0 WD 4. -NV tir, cyip M i, Fr 3, qWr - - CAL 'EA I ._Er t., A�, _C Or 'Rf f CiVv, CL �. AR i r A0*;' --X I 7913A AS ;6) W W47 --i RELL kC4( R-PLALF:-(. M .lF 7M DUS� MZRA70' • :'3Y7i-C A MV,(W ?VUH A OCAL Cf* 5'7f: ,.f L. ;!-#-, 17, PIGS A., f',!.CfT CONTROL ACASUITES .S7'-mj BELOW AFORX��?V-1 A'fjwf A.-, r.f rc -,,I -m- 4 77m -,�F' 10-11:6Rwz "VO 5 NOT KT-FILDO Tl.; AFFECT PEZ"ifhD fv, 9 1ERML-S WA T7F TPjrXE L;� I A A ,��-7,r,10? SYSTEWS -,0 aV IZE,- 7� �grVCN-; 45-7 F 'Cd C".$rZJXrl0V. hUSIALZATAW , OR Lf�4 M� TM- Sij*C AAV TO CRFATE A AF -.YEP E104 L'AY'S Da-luopm-Arr op snWcr44&-5 or FActurte's f -S CE43,17. ov WW PAfteitf S9444 CAWAL. Y' WM4 I*Aft -R(r.K.c ar,' SMAXLE.-, --VtLi 4ATasr c.A1-1A:LovtA jrvjWz0W XE6,VLArtam; 64r USED f'O O."F-P ALL AREAS OF VD-V-E),4'0�1%.ENT DAMP MOV.4-i To irPU&JC A"fACCOS tWe #ZIOJ, 4W AU ;J -7r FKAd LZA TW .ATE: AT A A4MULU 77-n W= dr#d* APP04A" XMW OWED C4&W?Y 94-UlF *FTTsP4(,' CA)WIV SW4 A+F-4S N ' W'LA r9i MnRWAAff).AF7V? t -ODES c CWDW.4Ate.",. AAIA jCC&OCA rlAVS AV WORK 6 CiNPLE TED FOR 7:DAY AM -E PW VZVF-�% 111D D(M IDS Is AIPL,' *)Rvcr A*r Mz' 77ME dP.4,PP4f-CAr?6At ffg SSM- STOCKa-Mi FOR ACW WVV -740 DAYS Sh-U SE M-V?fl? KEPT /Q4iG'FD►QEebt�lVf Pte' ,)Ecp ,,c,7r.A 772ki cErf-,' AF-- r,- rLr- PAD AT ME TByi Or WAAO� BUG YXZ PEW r3 #' SLO i i7FS ;4A0 - 'UFNAfXP.U) BY ! -F a.U'rV.'C,,,Y.,9VT'Y HOARD OF 5U*HV7,'--nRS 4Z) 3WaE, GRAONG Aomlrws REVEAL )TE PRE -9 -WE OF'CiA. TLAAZ ;F3URCF-- ART1--ArT CCWUMITRAMN5,ViEAI-45 AM) !:'T(JAF- Ca : OR CHFF-PX JEWS; CAN,'� GY ASS, r' Ti,- 5' -RUC -,LPA' : REVAMS- hWAN iV,)W Wr,., _-o f -EE,- �F- T: --E f -P., SK-iLi (FA 'E W-7-NTELY L -N -L .4 CAPj BF COOATEC, To -rvALuA-,E TI -E hFUMS AAV WFUMT APWrVWA M Aera. A MAN _'0 9 11) !-UMAI WELC7:4 REAaWS HFJ-ArA-b%rTFJ?-FC, STATE LAWRE,-b7--pr, V.Mf fA T.r-- 1407157A rCJIV W HF COWTY 9-A-'kflLO Ti -E -:17,19YOTY 'C3ROINER Ir -b D!:*TFP 1,LtAT S' . of ARO 4EOLOGINL. Rat'OL? .4 r%,. YA fl;,F AME AN iZ7rWX ?XVv5.5nV4V .5ACR-4.AFNfT(, .SNAG.- '.-r D evW,-.-'VA TV- Y PORnIANT Tf- :5,rAT- -AW, 77:1 A.RRAJV'F F-w.R M 77'E Ank'.RUAM PAR rUP,4 i -10V jN DFT-.iRWVG ',�C XPOSM.-N S',lDi' REMA16: UT !-APT'-WORK TO T?C,"ERM; Rf NIMN APrd ' AO MO've-AVR 1.9. ALL -W4-5� vc(,r - 776" Nf"AS WWRE �� SC4. HAS L?I-F-q 'iq. - DA !MS SEE N 4 -HALL 9r E.T,-,-SfaV LV.NG SrARrArin ET?05W MN'FvOl. W-THWS PY9WL 6,fi.W-FP3. MAY HE Rpil-WEn.: F,:il? P.F-11. AWTV".1 PECOWI/O !�.-R P.92 ;7-gwc-,,f s- i. BE aikt,' CH bkkt,1�Z) Atru '1'4-7V APPEO TO rLf CUARED AP-r,4S PX FM4501 -0WfP,X. riWV THE .7riF S?�iALL W-' OrjINNEZ) nO MM49T AM) ?? 1171,4ZE 17-f- EAZ;7?C CPA!"Vr., rC- 17 -IF Ti -F, 'U. F7P.r Z T 0!.jS"T "PA -'Aa; M,47.L .EE ift T A"OH_fil:5LSI'A-V-1 =W4 AS MASOWe', O�? A kKX), &OM" NA 9-r i:rr ;.AR .,MWORK ASS'.%QA fz":Z VN�-4 YW PXiXi.�)' OF"Z "W" JOWA"."." t' P 0 I ARrME.'P, f.'kp-' i LiL' 8U',17-7 .7!7PZ Fflr)!? TO jBWWr:P Ai'w) i.A; C9.A,-tP A., OF' DA AF:PU,',x, TAW,; l. -'F 4*.., i r 'rL;;'-SUA,%qX.1' '114,00rPrM'T4'-' FEF 4U7h%'T Mm'R" :D nil, -,7XM-C.4ST 114 F -IF 7Ff 4,'41 f:AL (A.P,'.A.1:7) AS f#�' !]ff .�FPf- il.,A PX V !:'t '74" c rr 3r 'jq6s,�,Cpp :C, f�'_Nj , VE-6�.-�V;T 05' L�)-, Ul Y I-A,SCNT TIC 4'A "'77DE-7i P-NMU. AMU K. Trr CALFO.,4� fv, 9 i 4 JIM PURSELL, Civil Engineer, R.C.E. 60924 5 Madrone Avenue, Suite B Oroville CA 95966 Ph. (530) 533-2131, FAX (530) 534-0902 INVOICE TOTAL DUE 620.00 Date Hrs. DESCRIPTION UNIT PRICE TOTAL Date 1-22-04 Jan.'04 8 Engineering 65.00 520.00 Job Number q-01-01 Jan. '04 1 Drafting 50.00 50.00 Job Description Residential Engineering Administration 50.00 50.00 SOLD TO Name Walt Coleman F Job Site A.P.N. 071-300-074 Address Rocky Point Road Cityj State or Prov. Oroville, CA Postal code, Country 95966 Phone @ Endeavor 534-3303 Fax .r wG ., Please make dieeks payable W. SUBTOTAL 620.00 Sales tax X Jim P u rsel I _ SNIPPING s MOUNG PAYMENTS PLEASE PAY THIS AMOUNT 620.00 TERMS: Net 30 days . 1! 1: National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement !LESS THAN 1 ACREI Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting. false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: SITE PLAN ... ........ . ..... . .............. _........ : - - _.. f :.........= ....... :.... :....._.. :�. Q :►..:. :... ...... ... ... .......... +�..... : .. .. :....:... 0 . .... :... :..... :.... z .:. .. .... _ .. :.. ...... -- .......... .. _ ...._....-� .. .. ........... ..... .. - b . w..•. .... :� = �= _ ............. :T ......... . ........ _ _ .. .......... .......... 11 �;• w40,4 _ .. r. :.. `.. .....? O�j _. p J .1,1........:.....:.. /'v.0 ..:...._ ... ................. ..... �„ : ,.. . _ ...... :.. :...J. / .. .... ....... .. .. .......... ................ :.:....:................:....:....... ........ :...:... . :....... ........ :....... - :.....:... -.... ....... .....:.. :............. :... :... °� �.:. :.....: ..:.. _.. o _. ... .. `q .... _......... _...... l . - Assessor's Parcel Number. D / . 7 ! Q QO - Q D Scale:1 U. = 490, Owner Name _hl A L TER 0- o L 1--- MAA1 Address / Phone No. q/ L o ti l= 7 -REE R n Site Location /? 0 G k V- i�yin/ r Contact Name. 47:41y1 J Phone ' zi 3 -Z o 0dober43.mm FOR OFFICE USE -ONLY Zoning: General Plan Desig. Size, Ades 4.00' PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: S 88'44'32"W 350. 00' (R 1, D1, C) 9. 1T' (R1, C)TV 250. 03' (R1, C) 6.51, 2r E 230 75 V/ ' BLDG TBA CK LINE O AD- pol T kOAR-CEL 1 50' BLDG \ SETBACK b V6 > FD 3/4-P LS 3625 / PEI? R1 J) `WOOD STOVE AND FIREPLACE INSERTS INSTALLED IN ANY HOME WITHIN THIS SUBDM ON SHALL BE EPA APPROVED. AND DESIGNED o TO MEET EMISSIONS STANDARDS OF THE CALFORIVIA CLEAN AIR ACT OF 1988 AS AIVENDED. to N o 4) DUST GENERATED QY THE DEVELOPMENT ACTMTIES SHALL BE KEPT `* TO A laMvVV, WITH A GOAL OF RETAINING DUST ON SITE. FOLLOW THE DUST CONTROL MEASURES LISTED BELOW: S 88'44' 32'W 250. 03'(RI, C) 270 E 41 933 R3) 53.33. E '03 40, (DO N , 33" E 103. W ,6*53 A) DU,RAJG CLEARIl1/G, GRADING, EARTH MD VOVG, EXCAVATION, 0,4 TRANSPORTATION OF CUT OR FILL MA T TRIAL S, WATER TRUCKS OR SPRNKLER SYSTEMS ARE TO BE USED TO PREVENT DUST FROM LEA MG THE SfFE AND TO CREA TE A CRUST AF7FR EACH DA Y'S ACTIVITES CEASE B) DURING CONSTRUCTION, WATER TRUCKS OR SPRINKLER SYSTEMS SHALL BE USED TO KEEP ALL AREAS OF VEHICLE MOVEMENT DAMP ENOUGH TO PREVENT DUST FROM LEAVING THE SITE. AT A MAW, THIS WOULD INCLUDE VVETTNG DOWN SUCH. AREAS IIV THE LA TER MORNING AND AFTER WORK IS COMPLETED FOR THE DAY AND WHENEVER WAID EXCEEDS 15 MPH C) SOIL STOCKPILED FOR MORE THAN TWO DA YS SHALL BE CO VERED, KEPT t✓f0/ST, OR TREA TED WITH SON_ BINDERS TO PREVENT DUST GENERA TION. 15) THE USABLE SEWAGE DISPOSAL Al IS SHOWN. 16) NO WATER WELL MAY BE PLACET USABLE SEWAGE DISPOSAL AREA. 17) THIS AL TERNA TIVE MAP SHEET Si INFORMA TION AFFECTING THE PROI OF RECORDING AND IS NOT INTENG TITLE INTERFT. 5) DEER IWMGA TION FEES ARE TO BE PAID A T THE TAIIE OF OBTAINING BUILDING PERMIT'S F SUCH FEES HAVE BEEN ADOPTED BY THE BUTTE COUNTY BOARD OF SUPERVISORS 6) SHOULD GRADAIG ACTIVITES REVEAL TWE PRESENCE OF CUL TUBAL RESOURCES (l.E;,. Ar?TIFACT CONCENTRA TIONS §VCL UDING ARROWHEADS AND OTHER STONE TOOL, OR- CHIPPING DEBRIS, CANS, GLASS, ETC; STRUCTURAL REMAINS, SKELETAL REMAINS), WORK WITH 50 FEET OF THE FIND .MALL CEASE 11✓1MEDIA TEL Y UNTIL 4 QUALFED PROFESSIONAL ARCH44-OL OGIST CAN BE CONSUL TED TO EVAL UA TE THE REMAINS AND lki L E4ENT APPROPR/A TE NTIGA TION PROCEDURES SHOUL D HUMAN SKELETAL REMAINS BE ENCOUIVTERED, STATE LAW REQUIRES IMMEDIATE NO77CA TION OF THF" COUNTY CORONER. SHOULD THE COUNTY CORONER DETERARVE THAT SUCH REV/ANS ARE IIV AN ARCHAEOLOGICAL CONTEXT, THE NATIVE AMERICAN HERITAGE COMMISSION IN SACRAA4ENTo SHALL BE NOTIFED l(i4MEDO TEL Y, PURSUANT .TO STA T_- LA V1, TO ARRANGE FOR NA T7VE AMERICAN PARTIC/PA TION IN DET ER'W, VG. THEADISR��OSIT70N OF SUCH REMANS. cirK DQ.e.C� 7) LIMIT EARTHWORK TO THE PERIOD BETWEEN ARK 1-A D NOVEMBER 15. ALL AREAS WHERE THE ::OIL. HAS BEEN DISTURBED OR WHERE THE VEGETA TION HAS EEN REMOVED SHALL BE PROTECTED FROM EROSION USING STANDARD EROS10N CONTROL METHODS ACCEPTED BY CIVIL EAU?,VE RS VEGETA TION MA Y 8E REMO VED FOR FUEL - REDUCTION -VEGETA T-70—NREM-0 VED FOR FUEL N REDUCTIONS SHALL BE CHIPPED OR IVUL CHED AND TWEN APPLIED TO THE CLEARED AREAS FOR EROSION CONTROL. 8) . ANY HOME CONSTRUCTED ON THE SITE SHALL BE DESIGNED TO AIINA47ZEGRADING AIVD T0. UTILIZE THE EXISTING GRADE TO THE EXTENT FEASIBLE THROUGH THE USE OF MUL TPLE LEVELS 9) ANY HO WE BUILT ON= -SITE SHALL BE CONSTRUCTED WITH EXTERIOR MATERIALS THA T ARE FIRE RESISTANT, SUCH AS STUCCO, MASONRY, OR A WOOD SIDING THA T IS TREATED TO BE FIRE RESISTANT. 10) NO EARTHWORK ASSOCIATED WITH THE PROJECT SHALL OCCUR WITHIN THE c 50 -FOOT SETBACK FROM SEASONAL SWALES ON-SITE. i1) A DEVELOPMENT &PACT FEE .FOR SHERIFF'S FACILITES SHALL BE PAm ADDITIONAL IV1AP .J`. ., /.' j •S;•`) .. .t ,M. a �: :r• �'. r, r �t.'i '.• .,.. . 1` • .. a •1: Y.. t :}:,•.:,IY. I 11l•n4, i•,+Y '1 '.U:'. y. (J., i"I. '•Wr• .. - '.i�'Y' •'1. �. is :• •kv:,,•. .{ t t.• a.R II 1' .f,' ••+'�. f'Irt:, 1f'•s� 1. t •�' .f'. _ !:f _ . • i' r JY ,L •J • t 9' ' ,F 'Y"ol +r. f - Y • a ..• ,.,'- Y ,. J., 1• ,.. .J.1a� ;',.' r,. < s:r '.fi,. ;µ,.. .• .j..' ..•a.. 'ay 'nY i•. , t •I.. 'rf" . Y. ,y '1' - 'i' J'' „F y t, .,, •ht # 'Y J wt y�., a ..is' .•L ''r, t -'.Y' .i4; XJy^' 7 r .. 'a .. • ��/A1� •x + �'r ' . ��,••if. •��M's• 'Y J,., ,'y! ... .- ♦ n . ' . ••.��•i,v 1: ALL Lii •TMJ B 'D4xJG M-02 , , r o, -SE?TrR. VoS` 104t, 4 • i •'/•' '.�•.' $„ " , V•nYY/G`tIJR _t►f tVy •V!\}Yy�♦i- t/'+ + ' •: w:.� 5 .yam 'A S' ' 1 r�, I }, 2 ALL' H�^r7r1`�•TO• aG tR • .w' •'�T. •i/ •i .•'`• '•'%••'- 3. A' i I `t YV .3 1 Z ,,. ,. .'d. �L CE L NCS 74 V •�0.' t�t£�;5. �•IEi�Yt�1SE':NQtO 1r.' '�i ' ► 4. t £ 1 x 4PMN .„� P"IDE • 2 0AtjON AL4tjrSS • AT EMR19 i , '.J^ .. i,t •♦, •f' , . ,. ., , •4, `,, �/v•1� t Y., �V (NN 26.—O* . OF. PLUM&K. . Ci+E'ANOUt ' • _ . , {• ;;�.:.. 5. 0ROViI�E. +4P£111pG J15 REQUIRED AND y. /y! Y i .. I i' T L� ,�;� , • r • � 6' NSUUT:€ A. '�B AND 3HO�R. EXTEI�iOR. ' WAL *�`�'t`pEi°�'>WG►illhiG � • ' ,�j �. A-141 r >AM .'JJ r•^(�r it 7 >y UP SIDING Q:J :. aii �`M SEE 'TITLE SHEET FCtRR IrDDCfI0lilAt NOT" t, ES I ' 8. PROVIDE P.T. 'VALVE.. MCHARGE -LINE TO.0111'U* k" 'ANCHOR . STRAPS 7.TOP 3 Q k BOTTOM AT WATER HEA ER F w - J j a y jig 9. BLOCK FOR TOWEL'BARS t • Y lr `=;ti 10..WINOOW AND SLIDING GLASS DOOR OAI~JViNG$ '•ihiiE C ,l� #df i ! J •' a , ,� a ;t i ODOROPENINGS ARE CALL.—OUT PLUS t".. �.. + ` r to 11: 4X6 k 04 POST SU"L3RT'VNG bili. *S - Sii ii • `:. CONTINUOGi5 t0 FOUNDATIi kL"L.Pf„lATIL• m. J- : j 12. -SHOWER` Alsip' _i�ltj�ISHOW€R C�INA'ii011tS' •9NAL( O1 ''i'i40V1(�L�% WITH fNDlVfli)t}�L OWVTIgt111LWS GF pi tRESSWRE -MA � IME.`.,.4 kOR ' rrIERMOSTATIC MIXMW VALVE TfF$ , SPC 5£�4N4�.0 .J' ��.t 4' /'h• ., � ~ x: itS: t .. ` w" +.' } • �• _ :'c tyt"Jgl 'F �� �:.-aA �' it ���.�• , .. � JI' n it . f � y A r .Jir•\ -tie�� r ;I v + r •s .T 'T �i • .. � � r i' '••Y'y � 't• r :��4_ .r. t•' . � � t4 �r ., ;'4 a' • - ` Y' ,e: :'",.J ._ "•, rY �r .ft•r. 1 +� .. _ ,, , •1�4 � 3' �'.�•;fit f't4+t'.r 1-6 , ' � , .. ,. J 1 r 'if Y+'.r f 1 � 1► x Jj�7 ,l• , , • i ••' 't �•r,.?"T til}yt `Y ''i. •4' 'J . t. }.. tt a S: ^.',r' ,.rr. •'s5� 'w y:-'. .•i't41 ",'��i jf '.4 is �:;.�j•' P'•i!?: � rt, .. .. � .. '`,,: 4•r, �ij :f. � I •, ,.fr vt .. ', � .Y +V, �, '.,r,' ' ys Y yr 'Iri ' .. � �� � � - � � � � � •, � .. � .. ,' , ,,'r. � .�s .t'•i LTi: ... n i e . itr o.' Sri I , ti ENTRY .Y • • ' i• N • 0 Jr r i I 1 t= FURN as ',`' 2665 :t'+�.',.. V.T.O. 18PLATE ca � 2 N ! TEMP. � TEMP. ♦.. : ..' � • SC. fixo IX 12\�c60OX72 '. z 3030 ty2 UTE I rI Tu8/ . smoom _SHOWEA 44 0 SL. ,}.DIS. .� 7•"•• „'s• y .. ,. : 'VV .i • �. ea: 4 ':ri ct' ti, 9, '.Je� ! _ .. .. ,. f' ": , GAMGE _. '• 512 SQ. FT. ' ' . `� ,• .i,:,. - r:� ..�:.:�};;,: 'r.'z� : `: ' '. ' _ ) .. 4X 12 E AESf _ ee 4030 81•. • �. ,.r• .Y r. .. I. i. . _ - t:l,I rYw. 'f! r. R•J 1 ) Yf a Y.t 'a4 .. .Y. .f .. �` a .}, �• -! i. N IRE G .Aft .� P OvEb . tsutte Co tY. ntal Health t Y• r' nviro'nme r r• f' I , , ' 1 • Date , .. � 13 �.r .i t?• Y •� !+ •.? 4..• �'. Y ,• r .. 21EL!Z SE.CT AL aYMlfE/►CE R ' r - t i l 1 � E - 1 1 �L LAM BEJiMl: '24F—V4' i FLO R ',,-.P:LA } ' .. r t � < 1/—^r 2f -3w ,�2r ! Or' /—Sr ,`GA '1 41! • �,. { ' s.. {• •• - .. .• .. •. .. ' <s'+,t :i .. �•} }r . r. J rr x , 1' ,i'J• , 0 C r f.. Y t tom. 1' r f ra: ( , t y • Ji, 1{ , / f ti •- t t •s .. ri,., r h r C' ••r •c ♦• a yr• 3. yy , f •r. r •. /' r c>: 4 " " 11 't j r r .i rl> • , is . .f ' i .V t� I :•J i r•' .t, 'rr ' h +• '',-:• X47" Ir ~F" �4 •,a! , JaJ •.R, a Y ,•iw f . z , .Y M1 ,L. - • r it '•..' .:. ,.:• . • ,►;'r .... J.s. i.•' .•�' , , . t .�1 Y `S 2 .r .P• , rt e J ji{ ti. r 1`Y _ J ' •i ' k 't r /Y . • a p ,,,1. .X`•ir 7 t• 4 •. r• Y 1 'V J i.. �l ' r •'+tl: ! '7. 1. :Y• f 4 • 'M• ' Y. 'a" i • .� S t t ( M YS Yy , f •:i r,Jr•• r ' fy 'S •i•L'•. ''•rw' =llt i M T� e.' J!t, •7 a'• r, , s Assessors Parcel Number. — — Scale: gyp' Owner Name 1--.i,? L 7F!' Address / Phone No. ! o N % '-R !- F h n Site Location Contact Name Phone 0OWWAM FOR OFFICE USE ONLY PROVIDE FOR ALL Zoning: ADJACENT PARCELS SIZE (AC): General Plan Desig: ZONING: Size, Acres GEN PLAN: 4.00" USES: 1. Fire sprinkler installation and supply system shall comply with NFPA 13D-1999 Edition. 2. Where stored water is used as the sole source of supply, a tank float switch must be set to maintain 10 times the minimum quantity of water determined by the listing and calculations. 7 times for exception to section 2.1). Tank float switch must be set to maintainalL minimum useable water storage in tank. 3. Provide adequate protection against freezing for system components outside or in the unconditioned space. 4. The fire sprinkler system shall be tested for leakage at normal operating pressure. 5. Provide 1 extra sprinkler of each type used and a wrench. 6. Residential sprinkler heads must be at least 8 feet apart. 7. The owner is responsible for the condition of a sprinkler system and shall keep the system in normal operating condition. 8. Sprinklers shall not be painted with the exception of those painted with factory- applied coatings. 9. See plans and specifications for other requirements. 10. Minimum 04&"m required at 7, si. NORTH PROVIDE NON -REMOVABLE ANTI -SYPHON VALVE AT HOSE BIBBS SHELF & POLE I I W. I. i lam' —Ow 3050 FIX tib )40 SL EMP. SHELF & POLE NOOK 5030 TUB W C. I COV. CONC. 2osa PORCH n J cn a o M STER BATH SHOWER N 2468 (D (DA W I I I 1 MASTE BEDROOM 1 9' L'G I En I I I I i I SHELVES 2668 2468 r —� I 3 I a IIS o I---� LAU . C14 II` o r �o 3-3050 SL. TEMP. GREAT ROOM 10' CL'G. e nWH I ENTRY N 2868 FR. DR. TEMP. KITCHE 2-1668 F REF. SHELVES I iQ/Sa� f' JO 7"V BEDRO M #3 7A W.< s f o f A/C PAD I y J 1 +11* PLATFORM 8 2g6! . 4 BATH J2 ' TEMP. M TEMP. 1 FIXO 1 F XO 32X60"X72 GARAGE 484 SQ. FT. 5/8" TYPE Y GYP. BD. —4 ENTIRE GARAGE 0 A OJ 14070 MEUL SECTIONAL GARAGE DOOR 3 1/8-X,12- 12- GLU-LAM BEAM 24F -V4 Z068 F.G. TUB/ v SHOWER j BEDROOM #2 4010 SL. COV. CONC. PORCH F 0 �4LV EGRESS ryco LFII ImAns 7/6'e.1rive 7xUW�v�ur rycj1J: SYSTE�r r ;\` 125b8 DRAWN 2668 . , FOX COMPANY ., 3996 Olive Highway Oroville, California 95966 (5161) 533-2730 Lic. No. 305365 ON DIEM -� O/ L I ^ i4 In G'�sL'[L oil X"t 0 jN SII �M u N /low A/C Nf(L �? '^ L0• C S&P AnV/ C.ATEVALYE to S&P 2468 ,o - y J 1 +11* PLATFORM 8 2g6! . 4 BATH J2 ' TEMP. M TEMP. 1 FIXO 1 F XO 32X60"X72 GARAGE 484 SQ. FT. 5/8" TYPE Y GYP. BD. —4 ENTIRE GARAGE 0 A OJ 14070 MEUL SECTIONAL GARAGE DOOR 3 1/8-X,12- 12- GLU-LAM BEAM 24F -V4 Z068 F.G. TUB/ v SHOWER j BEDROOM #2 4010 SL. COV. CONC. PORCH F 0 �4LV EGRESS ryco LFII ImAns 7/6'e.1rive 7xUW�v�ur rycj1J: -0' 13 1587 SQ. FT. SYSTE�r OCCUPANCY /6 TITLE PIPING PLAN and DETAILS VY / DRAWN . , FOX COMPANY ., 3996 Olive Highway Oroville, California 95966 (5161) 533-2730 Lic. No. 305365 ON DIEM 2 O/ L SSO 4AL ^ LFAG M 11(jVE G'�sL'[L /.•Lu.vr. �iW/L 1JtEtf✓f6 CVAtL /low A/C Nf(L �? '^ L0• C AnV/ C.ATEVALYE t 2 JLc6 FiiWsw:�rN 7 COUNTY CENTER DMIEAP - /JYXA7�S TELL /Lrr/O.unrea.0 aLwrw! ' ✓Uc rErr 6-71-000;-024 _aa.iN 22,0 /"C,t/ECK VALVE C..us7rerac /N.R diarJt7G Ti Jtwru nG //i AQA ✓ALVi • .suiii.y LlW.vs'G E1J _ �k' TYC 70 / E erdet N'241c sriiitN VAL VL -0' 13 1587 SQ. FT. ENT r` PROJECT �je,e:�.N�+rtJ /� ��L /� ADDRESS A� p7/ ^'.ap0 " aZy / ��xC�/� CITY 00bCK �/.aT X-%. DiQ01.� 1�1�, _ •/ SYSTE�r OCCUPANCY /6 TITLE PIPING PLAN and DETAILS VY / DRAWN . , FOX COMPANY ., 3996 Olive Highway Oroville, California 95966 (5161) 533-2730 Lic. No. 305365 ON DIEM 2 O/ L ^ LFAG M 11(jVE N EMARONMENW HMTH '^ L0• C Z3 3. DEC 2 3 23 7 COUNTY CENTER DMIEAP 6-71-000;-024 ENT r` PROJECT �je,e:�.N�+rtJ /� ��L /� ADDRESS A� p7/ ^'.ap0 " aZy / ��xC�/� CITY 00bCK �/.aT X-%. DiQ01.� 1�1�, _ •/ SYSTE�r OCCUPANCY /6 TITLE PIPING PLAN and DETAILS VY / DRAWN . , FOX COMPANY ., 3996 Olive Highway Oroville, California 95966 (5161) 533-2730 Lic. No. 305365 ON DIEM 2 O/ L