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HomeMy WebLinkAbout017-190-082011-240-AQ6p,6t 60; PERMIT#95-0868 vo FE, Ernest R. 5106 fhanger Ln.0+ I New Single ily 011-24-0- 95-1207 WOLFE; Ernest R �✓lQ� /oi/m/9S 5106 Cliffhan ane, Paradise (fire spr' ers/95-0868) Di�me� M Fire PRot. 011-240-09 PERMIT5-1687 WOLFE, Ernest R. 5106 Cliffhanger Ln., Paradise New Ele Ser/SF '9 '011-240-.` SUMMARY', -SHE ' ET FOR 1AND DIVISIONS (- Ernest Wol/Bar,'bara Richardson Skyway, Paradise 9/30/93; TENTATIVE PARCEL MAP "-- - -- -V - 1 v RE81DfNTIAL S (Z4 011-240-004port PE,IT#95-0868 WOLFE, Ernest R. "W 5106 Cliffhanger Ln.,o 0+ New Single Family tvi-5 Wsty vcjG JOB FINALE Signature I Ir '61 #Q A tle SAe, 64 d \-J OFFICE COPY ss LAS Meter By Date ELECTRIC Meter By Date JOB FINALE Signature V= OK O = Not OK Not Applicable MOBILE HOMES Not Readyeady� Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Teat -Fell -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Teat -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fell -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posta-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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-PaneIboa rds-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK , O =,Not OK - = Not Applicable Not Reedy RESIDENTIAL (Single & Duplex) ' = Date/Initials UNDERFLOOR Plans OK except #'s oni ng -Setbacks -Easements -Flood -Slope tg. Main; Soils-Elec. Grnd.-/ F . epth 3. tg., Garage; Soils-Steel-Elec. G dA ' Ftg. Depth 4. F!g., Porches & Decks; Soils -Steel-/ /Ftg. Depth mwalls, Main; Steel -Bloc kouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. tLWd Downs and Special Anchors Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle . Water Pipe; Test & Anchor -Nail Protectio (09 D.W.V.; Test -Fittings & Anchor- aii ProtproK 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELJfCTRICAL (Permit) OK except #'s i M ./Fixture & Transformer Clearance -Ins. Protection 26. Elec. Receptacles Spacing -Lights & Switches at Doors Boxes & No. of Cond 29.,Komex Installed Close to Edge of Studs & C.J. I Ir .4 26 Equip. Ground made up w/Meth. Fastners-Bond %A & tKter 2f. 2 Appliance Circuts in Kitchen & C nductor Size/GFI ` Subfeed ire Size 7�j ga. Cu orI .C. WireSize / / ga. Cu or 4" ZK Range Circ. IPI ga.19 or AI- en Circ. / / ga. Cu or Al. bo Insulated Neutral es ❑ No '307Service-Riser Conductors & Ground -Main Disconnect -3T.-Equip. Clearances Panels -Motors -Meth. Equip. 1r92.- 4ojhes Closet Light -Shower Light -Spa Light W' Smoke Detector Date/Initials CHANICAL (Permit) OK except #'s 4,4./A.C. Ducts Insulation & Support Vent Fan; Exhaust above insulation 6. Condensate Drain & Overflow; Size & Grade urnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet ttic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 46. Wells Studs -Nailing, Spacing & Bracing -Plates -Sound 41 Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs- ub 44. Headers & Beam -Size & Bearing Date/Initials / FRAMING (Continued) 4 . Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. Af Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. gfl)c Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4VBdrm,lNindows or Exiting Doors -Sill Hgt. & Dimensions 50. G age Fire Protection Framing 5 r rty Line Firewall & Openings Sae`Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits ea acs rs; vnatn-rieaaroom-Rise-Run-Landing-Fire Protection 5 y ood on Roof Overhang -Attic Vents -Rafter Outriggers 5 ing-Nailing Veneer Vx"Stucgo Mesh -Drip Screed -Fd. Vents-Underflr. Access 1 57,GjAiing Area -Glass Protection -Skylights -Plastic 51PAhear Walls; Nailing -Bolts ' 59. Insulation -Wells -Ceilings 60. Infiltration -Walls -Windows Date/Initials FIN Plans OK except #'s xt. Steps -Door & Sidelight Protection -Landings Smoke Detector 3. Furnace; Vents -Clearance -Comb. Air -Connector - I Garage; Above Floor -Ducts -Mach. Protection 6 edroom Exiting 6 . ,G.F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 6 replace or Stove; Clearances -Hearth 69 Elec. Outlets et Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 7ZElec. Outlets & Receptacles at Kit. Counter 2. Garage Fire Door, Swing -Landing -Closer 7 A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. /In Garage; Above Floor -Mach. Protection 71 Ib., Elec. & Mach. Equip. Listed for Location zlz Elec. Receptacles in Garage; (G.F.I.)-Romex Protection P. Insulation -Foam -Looked in Attic ❑ Yes 8. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth i Clearance Looked under Floor ❑ Yes 8 . Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Plante ❑ Yes ❑ No ��81. Sty o; Brown -Finish 8;!./1(C. Unit; Disconnect, Electrical, Plumbing tf Vents Above Roof; Plbg -Appliance-Fireplace.-Clearance to Openings 4. star Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground Ventilation Throughout House 81',Glass Protection !! Corrections from Previous Inspections 9.,Gas Test -Meters Tagged; Gas -Electric %1 Q 2 51 90. ater & Sewer Connected -C/O to Grade -HD Approval ' . Energy Compliance Certificate -Other Certificates Comments at Flna : }L I I /D/ A- 44 RESIDENTIAL r ` OFFICE COPY �� �� Address 10(,o I j GAS JIF j Meter By ELECTRIC //�� Date_ Meter By U6 Date .9,5 JOB FINALED (Date) Signature F J=OK O = Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 T 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card 6-1 Date Card B-1 J=OK 0 Not OK �= Not Applicable Not Ready RESIDENTIAL (; = Date UNP FLOOR (Plans) OK except ti's , . Zon' g -Setbacks -Easements ood-Slope t ain; Soils-Elec. G d.-//&Ftg. Depth 1_1�.tg_ Garage; Soils-Steel-Elec. Grnd.A;Q" Ftg. Depth 4. Ft Porches & Decks; Soils -Steel-/ /Ftg. Depth Ste walls, Main; Steel -Bloc kouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Downs and Special Anchors Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Stee 9. D.W.V.: Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except a's 16. Water Htr.; Vent -Access -Combustion Air -Baffle ------------------ - -------7 ------------- ------------ 17. Water Pipe; Test & Anchor -Nail Protection ------------------- --------------------------- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection -------- ---------- -- - ------------------- 19. Shower Pan: Test. First Floor -Tub Access ------------------ ----------- ------------- 20. Test Tub & Shower. Second Floor -Tub Access ------------------- --------------------------------- 21. Gas Pipe: Size & Anchors Date Card B-1 Date Card B-1 ------------------------- ------------------------------------------------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's 22. Fixture & Transformer Clearance -Ins. Protection -- ---------------------- --------- ---------------- ------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ------------ --------------------------------------------------------- -- 24. Size Boxes & No. of Conductors -Stapled --------------------------------------------------- ---- _ 25. Romex Installed Close to Edge of Studs & C.J. ---------------------------------------------------------- -------------- ------------- --- 26. Equip. Ground made up w/Meth. Fastners-Bond & Water ------------ ----------------------------------------------Gas----------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI -------------------------------------------------------------- 28. Subfeed Wire Size / ga. Cu or AI-A.C. Wire Size / ! ga. Cu or At -------------------- ---- ------------------------- 29. Range Circ / t ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ----------- ------------------ ------------ - --- -- - 30. Service -Riser Conductors & Ground -Main Disconnect ------------------------------------------------------------------------------- 31. Equip. -Clearances Pne s-Motors-Mech. Equip. ------------Pane-s- ----------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ------------- ---- - - -- 33. Smoke Detector ------------------------------- ------------ ----------------- --------------- Date Card B-1 Date Card B-1 -------------------- -------------------------------------- -- - --------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's 34. A.C. Ducts Insulation & Support -------------------------------------- -------------------------------------------- 35. Vent Fan: Exhaust above insulation ------------------------------------------------------------ 36. Condensate Drain & Overflow: Size & Grade ------------------------------------------------------ ---------- 37. -------- 37 Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet -- - -- - - - -------------------------------------------------- 38 Attic Access & Platform if Furnance in Attic -------------- ----------------- - -------•-----------•------------------------- Date Card B-1 Date Card B-1 -------------•------------------------------------------------------------------ Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ft's 39. Sils. Proper Material & anchors ------- --------•-------------------- ------------------------------- --------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound -------------- - ------------------------------------------------------------ 41. Bearing Walls over Girders & Floor Nailing ---------- ------------------------------------------------------------------ 42.--Draft-Stop-in- Walls (rat proof) 43. Fire Stops: Furred Ceili-tgs-Stairs-Chases-Tub --- ---- ---- ------------------ -------------------------------- 44. Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr, ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection _ 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer _-____ __56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic ------------- 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -------------------------- - Date _ __Card B-1 Date _ Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ti's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector -------------- ------------- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ------------- --------------- 64. Bedroom Exiting ------------- 65.- G. -F. I & Bath Fixtures & Tub Access -Spa ------------- 66. Elec. Trim & Subpanel; Breaker Sizes & Labels ____________ 67. Stairs -&-Rai-Is 68. Fireplace or Stove: Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance ------------- 7 1. -------...--71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door_Swing-Landing-Closer •--------------------------------- -- - 73. A.C. Duct in Garage -Damper ---------------------------------- 74. 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection ------------------------------------ 75. Plb.. Elec. & Mech._Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection ------------------------------------------- 7;. Insulation -Foam -Looked in Attic ❑ Yes 78. -Guard -Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes --------------------------- - --------- - -- - - 80 -- -------------------------------------80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ----------------------------------------- - 81. Stucco, Brown -Finish --------------------- - -_--- 82. A.C. Unit: Disconnect. Electrical, Plumbing --------------------------------- 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing -------------------------------------- -- ---- 85. Exterior Elec. Trim; G.F.I. Receptacle-Under9 round -- -- - -- - - - - - - --- --- --------------------------------- 86. Ventilation Throughout House -- - ------------------------- 87. Glass Protection 88. Corrections from Previous Inspections ------ -------------------------------------------- 89. Gas Test -Meters Tagged; Gas -Electric _..----•----------- ------------------------ ------------ 90. Water & Sewer Connected -C/O to Grade -HD Approval _ 91. Energy Compliance Certificate -Other Certificates -------------------------- ------------------ ---------------------- ---- -------------- 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 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. �1 li—5ac—j)'Ic %t`✓ -4f dL)t f'C /ls, J Z 5� def ✓`✓ J - 771 1 Date. Inspector REV 10192 �' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERM O. APPLICATION AND PERMIT �-( g ASSESSORPARCELNUMBER 01 -2 - PORT. ZONING U SH BUILDING PERMIT OWNER TELEPHONE 899-1355 SO. FT. OCC. BUILDING VALUATION 1965 R 106 110.00 OWNERS MAILING ADDRESS 51n7 DI 9,306.00 CONTRACTOR'S NAME /Cl//�O N /� (\/' Coo ELEPHO TNE 150 COV 1,950.00 96 OPEN 672.00 CONTRACTORS MAILING ADDRESS Fireplace i WA" 1,500.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 119 538.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 7001.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 461 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEERS MAID ADDRESS Penalty $ BUILDING ADDRESS 5in6 121 1EEHANGER IN (OFF SKYWAY) PERMITFEE $ 1213.67 retA.Q. PLUMBINGPERMIT Filing Fee 1 20.00 Each Trap 1 7.00 84.00 LOT NO. IIu 11kY SUBDIVISION'S NAME PAM9 Solar or heat pump water heater 23.00 USE OF STRUCTURE SF ]0 Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 TYPE OF WORK New p] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: - Mobile Home S G W 920.00 PERMITFEE $ 4.00 Contractor ELECTRICAL PERMIT Filing Fee 20:00 Main Service E00v OR LESS ( 200A oR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 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. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. .❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.5a O( a ACC. ) 3.52 FT. NEW CR CONST. MULTI.OUTLENS. TLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( 8 POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 @ I•50 BAL .00 Ex. Occup. (oFIXEEDTs (FEN D.OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 159-87 Contractor 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 MECHANICAL PERMIT Filing g Fee 20.00 Heating T Cooling Hood 6.50 Ventilation PERMITFEE $ 20 00 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) bd I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the or ers' compensate n provisions of section 3700 of the Labor Code, I shall lyJwitlhose provisions. X !��qrDate _ �{/2 r__ Signature of Applicant - J4 Owner ❑ Contractor ❑ Agent An OSHA permit is required for exca ations over 5'0" deep a d demolitio or construction of structures over 3 stories i eigh . Mobile Home Installation Fee $ Energy Inspection Fee $ 4 OCC R3 CONST. TYPE VN TOTAL FEE $ 1656.54 HAZ.D. _ FEE IMP X FLOOD X CDF X PARCEL PD HD X X ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indic e ve f r which fees have been paid. By Date PERMITEXPIRESON (Date) Receipt No. (-75-(,7 6Y WHITE-D.D.S.-B.D. CA RY-ASSESS PINK -INSPECTOR GOLDENROD -APPLICANT // .:,,,/'a' &T+'.i��T -'T`'. • +i+ell'...R'���'Mrl'i'Wl�,ar.i..a:+.e+.:,v.:'.d7�''1�:��,''MR'�`"1l�f'(�i*K'�Tr'�,-: ryw�:r"r�+".'�. :.w ;�_. t._;...,` it,+.•�..., ,:..k�.w�-w.Yi �il'��, <Ji'?I!`:rr COUNTYOF BUTTE - DEPARTME4TO DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,tA TFO®RNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNERA. P. No. Proposed Building Use 2-6& G ' /t/e-✓ Building Inspector C Date 2 V2,r At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4, Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . .......... . ........... 8. Engineered trusIratnufacturer,iWllayout in duplicate (required prior to plan check). ... . . Mobilehorne a a ds installation instructions, 2 sets. ..........:���T� -�✓ �T Fees of $ 7 ....................................... A Impact fees as shown on attached schedule. . . alifornia Department of Forestry plan approva fe 1 Flood elevation letter (100 year flood) by Califor ' gineer. ................. . 4. Sanitation and plot plan approval C Hle o Health Department . ............ 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ...Pre-Inspeatio; request 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... �3 Owner -Builder Verification (Given to owner Mail to owner _). . A:j 24. Recorded copy of Agricultural Acknowledgement Statement . ..................oe;ll 9� 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28, Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... )31. Existing violations/expired permits. When you issue the permit, process as follows: Mail to owner. Mail to contractor. ✓Telephone '6 Q9- i3 T5' and hold for pickup at C v/i 9 office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date �( 'LL Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date, I Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was dvised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by �- Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works `> 4 TO: � Building ]department FROM: L-nvironmcntal Health SUBJECT: Sanitation Clearance ILII. IISIi t)VI.1' Plot Plan Anachwl i". ,.- 1°I0ur Him ntuichvd �`- tiant P4Gr..� Owner ocat, pp Plan Approved for: Sewa,,e Disposal �JWater Supply: I'bliC. � 1 u Clearance for bedroom mwkhome. Other IL -.2 VO -00 y. AP# Private Well •L/ Hold final for: Final clearance O.K. for: NOTE: Environmental Hea h Specil list Datc 8/92 J COUNTY OF BU= — DEPARM40T OF DEVELOPMM SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 — TELEPHONE (916)'538-7541 / A. P. DATE f� OWNER �c,-Jesi- W o /--c PROPOSED BUILDING USE /V- � . SCHOOL DISTRICT FEES L , _JI 2. (paid at District SHERIFF FEES Office) ......................... (paid at Building Department) Residential...... I/ x 3��' =$ unit amt. Commercial (sgft) x =$ sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =� T units amt. Commercial (per soft) x =S sa.ft. amt. REC. # DATE REC 4. RECREATION DISTRICT FEES (paid at District Office).. ........................ 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. SR?k FIRE INSPECTION AND PLAN CHECK = S89.00 ...... (paid at Building Department) MOO At time of permit application, 1 was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT � / I DATE i � `jti'ai..•r;"�•_�."'4'Ya;�'ix.,•.s:i??'�.+',4 �r;-f%rrr•v,7�r%�ir'^$�e+�i�r;.,,,��J�.7"..��"'Al?°i"+.x+x+"'+'e�`'��y9y';.'� i�'�'•�,�r"-.�,,.......�..�-^.-^.v+-w�q..c^ H BUTTE COUNTY COUNTY SCHOOLS=IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District / U 5 Lo Building'Department No. C,4 -C A.P, Number %/'Zy_ DO`-/ Jurisdiction 0 City E:]. ----County Property Owner asr Property Location/Address�'j /l% C L �_ �F /1A��jGtr �J Subdivison Lot No. Residential Development d 0 0 Sq. Footage No. of Living MHI Addition (Group R) Units Commercial/Industrial Representative 0 New Addition 1. (Floor Plans reviewed by School District Personnel) Sq. Footage (Including Exterior Roofed Areas) y�-s�-- Date � D1str'/t Identification No. School District certifies that (Applicant) (Street ddr ss) (Phone Number) �a ��� Ao a4 X- -I (City) (Zip Code) av has complied with the requirements of Resolution No. by payment of $ �3 re esentiy�g ' _ square feet. F-1Check here if fee received represents "Full Mitigation". Representative Paid by Check # 3,;Z�23 Remarks: Bank Number Paid by Cash Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under. the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wk, (4/9a) -: And when recorded mail to: Building Division #7 County_ Center Drive Oroville, Ca. 95965 95-15609 5_015609 Recorded I Records I I County of I Butte I Candace J. Grubbs I Recorder I 11:08" 11—May-95 I Rec Fee 9.00 Check 9.00 PUBL XX 2 AGRICULTURAL STATEMENT OF ACKI OWLEDGMI TNT FOR RESIDENTIAL DEVELOPMENT Section 26-3 of the Butte County Code requires 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, pnming, and harvesting which occasionally generate dust, smoke: noise, and odor. Butte Countv has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte. State of California. described as follows: SEE LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF Date: -� �� PROPERTY e State of California ) County of Butte ) On May 11 , 19 9 5before me, Bernice A. Stanhope personally appeared ERNEST R. WOLFE personally known to me (or proved to roe on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted. executed the instrument. WITNESS my hand and official seal. _ BERNICE A. STANHOPE a COMM. # 993085 Z e Notary Public — California a Signature eal: BUTTE COUNTY My Comm. Expires APR 25, 1997 A.P.# J0o P -o J NOTE TO RECORDER: DO NOT RECORD THIS SIDE . A.A.- Instructions .A.- Instructions for recording Agricultural Statement of Acknowledgement: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached - on a separate sheet if more space is required). 2. Property owners must sign in the presence of a NotaryPublic and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 - 1st. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a -m. - 3:00p.m. (Monday - Thursday). w ��«^" .�✓..!�..^$.Hwy'y�'�,.:..a.�..:.�+c,f.44}�LiGX�S OVER 95-15609 EXHIBIT "A" - iPARCEL Yt , PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RfiCORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 28, 19951 IN BOOK 136 OF MAPS, AT PAGE(S) 49 AND 50. RESERVING THEREFROM A 50 FOOT NON-EXCLUSIVE ROAD AND PUBLIC UTILITY EASEMENT AS SHOWN ON SAID MAP, ALSO RESERVING THEREFROM A 15 FOOT NON-EXCLUSIVE ROAD AND PUBLIC UTILITY EASEMENT AS SHOWN ON SAID MAP. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED MARCH 28, 19951 UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 95-10110, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF .THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. BEING A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES AND PUBLIC UTILITY PURPOSES OVER A STRIP or LAND 30.00 FEET IN WIDTH IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 29; THENCE ALONG THE WEST LINE OF SAID SECTION, SOUTH 01 DBG. 240 08" WEST, 320.00 FEET; THENCE LEAVING SAID LINE SOUTH 61 DEG. 49* 29" EAST, 1479.89 FEET TO THE TRUE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIDED; THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 61 DEG. 49f 29" EAST, 200 FEET TO THE NORTHWESTERLY LINE OF SKYWAY; THENCE ALONG SAID NORTHWESTERLY LINE, SOUTH 43 DEC. 28. 09" WEST, 31.10 FEET; THENCE NORTH 61 DEG. 49,' 2910 WEST, 191.80 FEET; THENCE NORTH 28 DEG. 101 31" EAST, 30.00 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. A WATER LINE EASEMENT OVER PARCEL 21 AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 29, 1995, IN BOOK 136 OF MAPS, AT PAGE(S) 49 AND 50. END OF DOCUMENT 21 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR ' Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. . Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). . ttic access and ventilation (Sec. 3205). . nderfloor access and ventilation (Sec. 2516). . ombustion air for fuel burning appliances - L.P.G. requirements. se requirements on duplexes. nergy design. ashing at all exterior openings. . CDF responsible area requirements. 'O 3 l`"� / vv- - v Mr` RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) p Bldg. Permit # OWNER �/ �� A. P. # / - 5,7 Z — Plan Checker GENERAL Zoning requirements: (sideyards and number of permitted living units). aluation. lans signed by designer. Proper description of work on application. Existing violations on property. ° Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN Kp mplete parcel size and dimensions. tbacks, sideyards, easements, etc. her buildings or structures. ading, fills, drainage. ood hazard. ecial conditions on creation map, ustible, and foundations). FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). FLOOR PLAN 'z fmplete to scale plan with dimensions. .Required windows for light and ventilation (Sec. 1205). ` quired windows for second exit (Sec. 1204). ylights (Chapter 34 & Sec. 5207). man impact glass (Sec. 5406). L quired room sizes, ceiling heights (Sec. 1207). CIs in baths, garage, kitchen, and exterior outlets (Article 210-8). ght fixtures, switches, receptacles, and exterior receptacles for main- ance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. . Garage firewall, door size, and closer (Sec. 503(d)(3)). . 1 - 3'0" exterior exit door (sec. 3304 (f). 'replace and wood stove location, alcoves, and clearance. . Smoke detectors (Sec. 1210). . Plumbing fixtures, water closet clearances and shower size. I • STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to•construct building. Elevations and wall construction details complete enough to construct building Roof construction details complete enough to construct building. �O' Fireplace construction details and calcs if necessary. after ties or bearing ridge beam. Garage door or porch header sizes. _ Stud heights. Adobe soils - special foundation design. . Retaining walls requiring design. . Special Inspection required. t�� � �= LAN DIVISIONS �I 't'I (`e. .,L.1.1ARY SHEET .OF D 1 APPLICANT Ernest WOLFS / Barbara RICHAFDSON ADDRESS 6331 Molinari Court. Magaiia. CA 95954 COUNTY OF,9U i E OWNER Same BUILDING DEPT PROJECT DESCRIPTION TENTATIVE PARCEL MAP OCT13 1-993 LOCATION 2 parcels located on the northwest side of West bound Skyway. 3/4 mile southwest of Skyway crossroad. Paradise area. ASSESSOR'S PARCEL NUMBER(S) 011-240-004 ZONING U, S -H GENERAL, PLAN Ag.-Resi. PROJECT CONSISTFANT? YES GENERAL PLAN CONFORMANCE REPORT August 25, 1993 LAND CONSERVATION ACT CONTRACTS?. NO DATE APPLICATION RECEIVED September 30, 1993 AGENT/SURVEYOR/CIVIL ENGINEER L & L Surveying ADDRESS P.O. Box 671, Paradise, CA 95967-0671 DATE PLANNING DIRECTOR'S REPORT PREPARED ENVIRONMENTAL CATEGORICAL EXEMPTION - DATE FILED DETERMINATION AND DATE NEGATIVE DECLARATION - DATE ADOPTED MIT.NEG.DECLARATION - DATE ADOPTED ENV.IMPACT REPORT - DATE CERTIFIED STATE CLEARINGHOUSE NO. DEVELOPMENT REVIEW COMMITTEE HEARING DATE APPEALED APPEAL HEARING DATE BOARD ACTION COMMENTS FOR PLANNING DIRECTOR'S REPORT ASSIGNED TO RECEIPT NUMBER LD 1005 (11/92) DIS LAND DEVELOPMENT - BUILDINGPERMIT CLEARANCE Building Permit No. / ^O E&'? / /C/G/yl��ilSoN F M/j.y' in vs7 Ef AL t/ ORS 7Dl NUMBER: j/ NAME . - r3 AC PRINT LAST NAME FIRST COUNTY ZONING 5 H FLOOD ZONE: /� FLOOD MAP: 21015 DESIGNATION: U APPROVED: DATE OF CREATION: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: AP,J 9-0 t CI,OSt ° sovtl' PARCEL CREATION BY MAP Wot r-� /z-iC fF2vs49 �n� pM DATE OF RECORDING �2S1��" LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES _iC NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. % 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a Z0 building setback from rig ht -of -way/cet-cline of S K V WAY X3. Pay water tender fees in the amount of $ 000 to Battalion Number �_ of the Butte County Fire Department. 4. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 5. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ X 6. Maintain a 100 ft. leachfield setback from all existing wells. 7. Maintain a ft. leachfield setback from 8. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. 9. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. 10. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 11. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 12. ASN 40"AL V666117104 (✓►-6#f'L/Nd ft" �y�L 82fifik- Zoitl� �OfiRc.� � �Go/�-o✓�r� i3Y /�C � n � PLA-�vNINC� . CHECK APPROPRIATE REQUIREMENTS YES OR NO OR CONDITION NUMBER. LD 12/94. C:\WP51\F0RMS.K\BLDGPERM.CLR 13. 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L'111Viency A'I'VL n.n...t t In-ul/J It Loos 4 1.. �n.,,tj\ value LL.w / 11GRL.G1 T:nS.t /TT 70W An nn JV 1/ LL L VIb YV • VV IIYLI6V1\ 111 PiA UIL►I LVII Vl\ AND I iUMI IiALU Pipe I1ipe Ir,su1 Ir,su1 System/haute � ♦,. � /C.t a:„ / t hck ( 11 r value Tj'Nc lTL�III GL rUri \ L L / U1Q�u \ I / 1 Llin irl None wuc LS, In E VIAL L'LA1V1►L'U1 REMARKS, AITL NV1LU NOne CERTiI'iCA'iE Ci CC�ii�iliA*.CE: Reoiderli i'&�,e v CF 1R n_ ♦l Ti t.lt:. Tjr%Trr nVLI'L' 1nCt; rnAOr nAOrl 1JVJC \ UAA.l L' VAU L' / n... 1tU11. 17T I 1 17 u .. 1 1 1'/4J' nr JJ CV1117IJI MICE UTAn'VUV M T11Is certlfical.e V1 comp'Llarlce lial.0 the Uu1lU.Lng LeatljrGO arlu performance 1.._.+ .7...7 t ,.. ..7... r_,._ra' of a,._.a.. Title 14, rart8 1 specif icat.lUll.7 rlee%Ae%A O Comply Ai LILL 0.1A A;, U arllAal us in an u v, Of the California Code Of ReguIalt- ions, and the Alum inJLstrati're regula"E.ions L, iwNiewcrlt thew. Trip CGrof.Cate ilar�a Ueerl of Frlcu U,�r t11 L. i'r iuuai W—&', L, V Ver all design responji Ul lll.,T. R11G11 11110 Cer ,,lflCa Vc V1 COmN1I6rlCe i8 su wit t.Gu P ,... 7 .. L...: 7 7 .... a .. L...: , a- .. w .. 7....7 LVL a single Vulluing Plan VV be bunt. in multiple Vr ient'al.lons, aThr 0110.uing .Lea ure al.. � u indicated the C\_......1 r...atur.... n 7.. u Llo,%& ... lcat,ulc t.11at. iS 'varied i5 lrault.al.cu lrl uc u�Jcl,lal ccat.uaco, LbEWarAa, aIIu avt.co .i Vrl. OeV l n T?O T n►lrn nn nT.illrn UL'U1VL\L'16 VLA V111\LiLV rnW7T r. T.inT rr S Lt,01L• /1VAJL•L• 1 RIVER 3A;:Lf DR. r\TI TnnnA 95000 VLL1VtJ, VA. ✓0J11V Onnl orr; U.J./ 1uvv iJic TUT: uigrleu Date r. Alrnnnr.>,Arel�+ Anr.�Tnv L't\L'VIYVL'l'1L'1\ AV L'l\V1 'LINT. a\T 0. 1110 Title: Agency: T.. ZevIllone: c c FJllvllc . SO i gn,eu Date nnnitlA r l.7 TA A T T n•7 AtlTttnn UVVVI'1L'1\1A11 V1\ AV1/1VL6 Dnn ur. 7nrn n n o vu 1'11:T1.u1•Ja� v. aJ. u. LVL UETZVEL► V.D.U• 110. E. IFITA I" KTER nTfT Alln /'IA n:nCO V1b UAa\L, %., JV JVJ OCr n600 rOAI) nCOO UVJ ✓ UVB a#TN JVVV p"M/ Date ccrrrTA l ril. IA VL Sultan^Y par, 1 C 1911P1, r ro,et.t1 T1t.1G: 1TUAJ L 1VVJe \LnSL VASE) rrn sect Address: C;;Y;�nY LAST C rAnAnTOr nA Aunt/ 1 V L' T VA Lullding Tllile• II VLl L' 1vVJe \LASE VAVLJ nV.4 WG_'1Aut11 nnn urm7nrn n .n .O nor: AJVLJ VLYJ . ,Tele hone: VVJ VUU/,142 JVVV Compliance Y'lethrd: CALRAES2 Version 1.31 Run: 17i / 1? Play vJ 11VL1L 1vVJG \LAVE VnA VL% LuiIding rermit # rlan Check ; 'mate Field Check % 'mate , 7 Climate Zone: 1 1 L.A. Ll VMVnnV TTOV OTT11Gi AnV /1.n4... /rag 1 _yr Vent L:#01:11YV1 VVA:I V1Jt•u•1l11Y1 1111!t.U/ 11111 J ruluwc In II.... OL .3 _..1 TT n_ _ ] n .: 1:111c1 F,�y vac V Val, UQ1 U Ues-L jn 1 L V►JV Jcu JJ n. 1Kr1 O_. .. .. .. It.. ,.a: _.. 17 9n 17 no Space 11cat ing 1 / . V✓ 1 f . VV 0.�.ace 11„..1 1 A 77 1 C 9A V�.la1..G VVVling L,2 / I A. L, Wa,,-..r ..,—nz 11 97 11 C1 IT.. 11Q t1G1 1GR 11.1. F. L.L.• J/ 11• V1 ComjJlies Total 27r. 17 A7 OA lies 11 Z. 1V TV. uYCa To4al VLmL eAT jmvr%nu Ti Vii VVr1U1 0-1. U L,.L Al Ga. Building • 1 ir1K Type: Building r_V.1V n_ier'l.RtV lVI: A:u,uuer of 'm;:eiiirlF, unito: Number of Stories: 1714- L'l.00r Construct' -.Ion Type: \T..... 1. .. ... .,r n., .. .1:4-: ..A 7.. 1\Uwuc1 u1 vOnul l.loncu Lynes: lr..l.._... 1V1.61 VVllLLll.l V11GLL �V1UWc. nor,A,4.4oneA T)....4—:.J_ A. .. %J %AA t.l VllcLL 1'VVt1FJ1LAI V Al Ga. uroilrlu t•1VV1 Area: L1ITTTTTItIn 1?r%lk1V IL/r0nrYTAmI/1\T V1L1/11\V 4V1\L' 1\1'VIYI'lAl Vl\ 1nCC ra.7 JVV J. VH S F D Single Family Detached vV deg \Last! 1.CV S1ay. on grade 1 1 1nn70 r+9 1✓✓ 1 V L 11V VY1 ft2 VY1 ft2 Floor Area Ll Insl Fent Vent Huatc 111 ca ruluwc Thermostat ajelgil`t Area Name \ f t9i % L L v Type Type ( ft Location/Comments 1 nor, nn70 1✓✓ .7. .� Con rn O .7 ., ,� CEO, O I ll V 7 0 House L *WV I U UtanUaru V &I V CrAQUL tSJUR, AVLS Surface Area Ll Insl Tru Sir Construction T,pe�ft19.% 'value rval Azm Tlt Gins Type Location/Comments Zone = House D l�.0 C.33V C vV 90 No 121VXFiu iiood .] Unconditioned (T..17 IIR1L OIC /� VA. U. CC • VV lv n JV n vV V {AGO 6r1 9.,C C r11v•bAV•1V Outside Tfall 69.0 0.065 19 CC vV Yes V,11j.111,X6.1V Attic Wall 3iV.H O.OVJ lv 90 JV No W19.2A6.10V Unconditioned Mala /911 n C.OVC In Jon no V I.T1n 11 ., �`.lE r\. 4. 116 J. 1rutJ.V V J VV J leo 1191. HA L Vu 1101 e r.raA 1161 C1n C V1V.V 1► //►► C V•VVV A 14 7711 HIV n vV Yes O.. C S;1v.1. V n.. Outside W,.11 CnC n 11 L1CC In G1 l�L, V.... I.11n 7.,C 1C 11..1..•.7.. 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V 41 ✓V Ul13Gr !'fetal LLDU/ ID",/'std n�A .I: .4 n �7A r n 1" AC Fixed rletaIL BLDs;,ta L0T 1, U L. # i ✓ n11 'in' 16. n 0 An 01 4 A .» AAelal nnEP /._ta l.Il l IID V av AX 1U 1-11-11 V0. VA}�T,� �/ J VU L`1 Ani SIN Win 14 . J 0 JC Fixed A l'lGtal Vl L' 1�% Std Wind 12.5 0 90 Fixed ketal C^EP.; /".Illi St3 IT 01. _.l o n A r' Fixed Y..L.. 1 nL.l 01...1 UL J VA•11 V . V V /'1G Val U1✓A•r 1 t r. VVWWGntS nnuntlTFn MLTII�D S;;'NAP.: rage 3 c 2r4 VVL'll V CC 77 r 1 l7 (� rroJect TRIG. "w LiVL 1JUJe \L1AUL' CASULE) Run: 171 1! May JJ 111 A 7 T AT n nT T A lI A n m T7 n T O m T rI O V UA/�111V V1IA 4AV1L'l41 ✓L1V✓ n 1 I Ulabin� 11 am 17RIIIG fT..: L,I. 11GL lll. viaz.L char a%tr 119 ►i.._., m..pe 17awc 1,711c VrLI�% stU clear LT no LL✓/ .1. VV clear DbiLl:yit clear nirT.nnA h1nO V 7 L'1411n1.VU 1�cllcal.l aT.lvrl IT of V UV Vl0 Illter for UV Ill. L'A , ivr Uc L'A 1 r anej value %,on y UllaUe Type U11041e oilaue Ty "ye Shade qO 2 V. VJV V. 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V Ll T 131300,11"t LJa1✓UL C 1 011 v U C 1 nil V v ') 1 0 11 Lr v A n 2 K 7 g 11 J 4 On I n n JH L+ n9A LJT C1/1T1 J 11 ')7611 4 V ')1611 4 U A11 T q7')11 L+ 1� 001011 JV V 1111 L4 1 1 A 1/111 2 V ,71/�n 'i V 1 1011 . U 117 A11 1 T 11116.1 Ll ✓ V A 7Cn 2 V n 1 1) 14 1 Li CInil J v nIC11 4 V 17011 1 U 17AIt L T 91) 1611 J L1 V 9)/111 J �I 1110 r41J C7n11 V V 0)761. V v 11011 L U 19 An 2 gn1Cn Ila v 611111 V VV FT Alto FT Left Fin Right Fin Fenestration Ex ten Dist Eaten Dist Fin Fin above to Fin Fin above to Name Ileight tJidth Depth Height glzr1K g1zir.K Depth Height glznR AlzinK F11 // 63 1 11 12 7 OC 11 ) It 140 1 II 4 ) it 410 T 1 I) T7n rnn L' 1 L+ L' L4 11114 6 7 Off V u 7 1 /111 J 4% 0 1 V 0 11 V 1 A 1 11 t1 2 V ) A 11 I 2 7 1 1 g i l LI F1J (1.11 j11 59011 V011 O"Ol1 VO/VAII 1,11011 41Ctt JC. F21 J1611 A1 nt7VV011 27v411 13,1011 �1/►II . L LIT WIN l.iAn .CML rage 4 C 2r. ^ro.;2ct Title: .,WIPE 1355e (BASE CASE) run,: 171 17 May J5 r. o o .� n 1 .. Efficiency and Lb "value of l r..._ T n n 1: no 7nlrnUAT uACC Il1:.UP1nL 1•IASS Vvl .. 1 n......1 u AL Ga TLL,.1, ILGa' duct VV110 L1 Ul tloll lllau yT^^^ 1I^^^ C}n1 t n^� r..^l Locatlon/Commenits 1'1a00 ,name ( 1 LI. / (in't vwy I v ity T,, -pc 4Y al 17one House = Duct Location, la.. } PT SyoLem r... System Type r. o o .� n 1 .. Efficiency and Lb "value of l r..._ T n n 1: no n no CI ^l.t AnE !J nn n_^.1.. UlaU L'xp It J1.V J.J bV V.JV Vi0.UiTV .✓11 V16UG C1.. 1. n...... _..a n o C no LI no C1..�14lJn n nn 1, 13 .. U1QU VV rGl GLL 4nlJ ✓ .V V.11 I.V .JV ".I 1 V V. J4 V1 wUG m:l n13A n n In I. CA T l 11G n V T_} _: Ill LGL ir/r 1116 LI 10 . V 1 . V J Z CnT An nATPI nTCmnTnl lm T nAl Illtrs Factor I- P Val L., LLr I., UVLAL4 Vn1L. L1U1161UV1aVLr in JV nAL4IIi/Itt Standard n,,.,1C} V/1/ ULV_6gC � as VVV J L PGUG st aL 10n 11111 Lc1 utuumca large LLcu Solar Solar flood stove Wood stove savings Comments LI are 1' 1 al. Llorl 1.1 RV Lion, 11161 W0.! !'lass bclGaLj boiler pump: V L. Vne IIIITAn ovomruo rnv uauaul•lu Duct Location, la.. } PT SyoLem r... System Type r. o o .� n 1 .. Efficiency and Lb "value ,lame I'i one = House uasPilr rl. uv Furnace c. s2 APSE Attu r, . E An...,1 }1n r A: a conLL. 1 } central split to an orr. A} n 5 1V. VV UL'L'P AL, V. J. AVDp1I Li V..I Air I.IAmTPn ITT?AmTPIn IlAllil� 11 LjAl ltrV CVCmcur U1 U1 L'1'lU Distr iiatcr iiatcr » of Energy Volume Ufrap iu C..}cm •amc Type Tca}._ ►wme Illtrs Factor I- P Val L., LLr I., Lruca}crmypc a t qa in JV nAL4IIi/Itt Standard n,,.,1C} V/1/ ULV_6gC � as VVV J L GT Amr'n T',EArI%Tn IIA!L'All I III A 1\U CVCRIVIACI IATon UIUl L'1'lU 1•I1 VV Solar Solar flood stove Wood stove savings system bclGaLj boiler pump: I,LI Gm L 11Vlu .yG l ScCALW?/II Ito Mo 'T1ATEP IT,EATEP% BnVI LEP DETAI LV Patel �1 Pilot ilot (later Recovery Input Standby Tank LigLt Heater Name Efficiency APuE Wtuh) Loss P Value (Btu;;) 50V.'II 76wa 40.00 �c I tS 310 B Salem Street • Chico, Califomia 95928 • (916) 342-5991 Fax (916) 342-1553 15 May 1995 NOISE ASSESSMENT OF A HOME TO BE CONSTRUCTED ON CLIFFHANGER LANE, WEST OF PARADISE, BUTTE COUNTY CALIFORNIA I have reviewed the site plan, house plan, and building specifications pro- vided by Bob Metzger for the Ernest R. Wolfe residence for compliance with required interior noise levels. The house is to be constructed on Cliffhanger Lane, northwest of the Skyway below Paradise. The building site is approximately 350 feet from the southbound lane of the Skyway, and is partially protected by a low ridge whose crest is about 50 feet in front of the homesite. The front of the two-story home will face the Skyway. The most recent (1991) traffic volumes on the Skyway, southwest of the Para- dise town limits were provided by Bob Jones of the Butte County Department of Public Works. Average daily traffic volumes were 8160 for the westbound lane and 8040 fro the east bound lane for a total of 16,200 vehicles daily. It was assumed that 200 vehicles were medium -duty delivery trucks. The year 2000 ADT was estimated at 18,000 light motor vehicles and 250 medium -duty trucks. The Federal Highway Administration (FHWA) model for estimating day -night noise levels (Ld.) produced a combined value for all vehicular traffic of 56 dB at the house walls nearest the Skyway 32 (See worksheets pages 1 & 2, plus work - charts). Year 2000 estimate produced a value of 57 dB at this same location. Peak noise events can exceed 76 dB as trucks accelerate uphill in the northbound lane. No reduction was made for the topography or a possible reduction in speed with the increase in traffic volume. The construction drawings of this home indicate that it exceeds minimum UBC and State of California energy standards, and will meet all noise attenuation. requirements. These design factors ensure that highway noises will not produce interior levels reaching 45 dB Ldp. The R-19 walls will produce about 40 dB of attenuation, while the bedroom and bathroom windows, facing towards the Skyway should produce a minimum of 27 dB of attenuation. The combinedexterior wall noise rating will be 30 dB, reducing day -night interior noise levels from the Skyway to 26-27 dB, and peak episodes to 46 dB or lower. Albert ��'•` F �/ Princip Vo �P " Worksheet C Roadway Noise Page 1 4, Noise Assessment Guidelines List all major roads within 1000 feet of the site: 2. 3. 4. Necessary information Roeedt- Road 2 Road 3 Roa504 1. Distance in feet from the NAL to the edge of the road 3Oo a. nearest lane b. farthest lane c. average (effective distance) 2. Distance to stop sign `3 lb 3. Road gradient in percent 4. Average speed in mph r a. Automobiles b. heavy trucks - up sill c. heavy trucks - downhill �' U 5. 24 hour average number of automobiles and medium trucks in both directions (ADT) a. automobiles b. medium trucks c. effective ADT (a + (10xb)) 6. 24 hour average number of heavy trucks a. uphill b. downhill c. total 7. Fraction of nighttime traffic (10 p.m. to 7 a.m.) 8. Traffic projected for what year? 28 Worksheet C Roadway Noise Page 2 Noise Assessment Guidelines LYL c l r Adjustments for Automobile Traffic 9 10 11 12 13 14 15 16 Stop Average and -go Speed Night- Time Auto ADT Adjusted DNL Barrier Partial Table 3 Table 4 Table 5 (line 5c) Auto ADT (Workchart 1) Attenuation DNL x – – Road Nem- X X Road No. 2 X X X Road No. 3 X X x 70..10 r ' x 7 Road'Ni� X x Adjustments for Heavy Truck Traffic 17 18 19 20 21 22 23 24 25 26 27 Average Truck Stop Night- Adjusted DNL Gradient Speed ADT and -go Time Truck (Work- Barrier Partial Table 6 Table 7 2 Table 8 Table 5 ADT chart 2) Attn. DNL Uphill _X_X = Road No. 1 Add — X X Downhill X = Uphill _X_X = Road No. 2 Add X X Downhill x = Uphill —X—X—= Road No. 3 Add X X Downhill x = Uphill —X—X—= Road No. 4 Add X X Downhill -- x = Combined Automobile & Heavy Truck DNL Total DNL for Road No, 1 Road No. 2 Road No. 3 Road No. 4 All Roads 47 7- 7v c14 jl*r -5 No.,71i Exp.. C Av OF C (20, Z7 6,0M 7- '24 450 3 140010 77 Nr j6, 5 20,40 5 : �oQ�ON LSIpNq�� -.-.NO.'770 CM OFC /a ST -- -- ------ 440 ........... . o� 17, OWE V -9 ,46r, 6r6A.X-6,6- -2'61, o f:mi.,oaj t- -lZ re 17- 1271, 00" 45 < Co ro? 0.4 e J 44' 1 1 10A .. 4; 71 j5 Av AK. 4 /- vl'wlcll-��14 c rA 4,. r.- @ r 6777 417 A� e..-6rA&A--w to 76 4 2 ea r rt- tO) 0114%9& 'A WAZ.L— i; a RESIDENTIAL 011-24-0-004 port 95-1207 WOLFE, Ernest R' .5106 Cliffhanger Lane, Paradise (fire sprinklers'/95-0868) 9,_0�� y- ro C v G5 JOB FINALED (Date) _ Signature J'= OK O = Not OK Not Applicable MOBILE HOMES ' Not Ready •' • Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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 in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK -=Not Applicable Not Ready RESIDENTIAL (; = Date UNDERFLOOR (Plans) OK except ff's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel- B.oc kouts-Wra pped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Stee 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bol:s-Joists-Vents-Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card -B-1 Date PLUMBING (Permit),OK except h's 16. - Water Htr.: Vent -Access -Combustion Air -Baffle ------------------------ ------------------------------- 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.: Test -Fittings & Anchor -Nail Protection -------- ---------------- - ---------------- -- 19. Shower Pan: Test, First Floor -Tub Access ------------------- ---------------------------- 20. Test Tub & Shower. SeCDnd Floor -Tub Access ------ 21. Gas Pipe: Size & Anchors Date - - - -Card B_1 ----- Date - Card -B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection ------- ---------------------------------------------------------- _____23._ Elec_Receptacles Spacing -Lights & Switches at Doors ------------- 24. - 24. Size Boxes & No. of Conductors -Stapled --------------- ------------- ---------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water ----------- ----- ------------- ---- --- ---------------------------- 27. ------ -------------- ---- 27. 2 Appliance Circuts in Kitchen & Conductor SizerGFI ------------ -------------------------------------------------------- 28. Subfeed Wire Size r I ga. Cu or AI-A.C. Wire Size r / ga. ------------------ _Cu or AI - ------------------------ 29. Range Circ / r ga Cu or AI -Oven Circ. r / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No --------- -------------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ---------- ------------------------------------------------------------- - 31. Equip. Clearances Pane s-Motors-Mech. Equip. ------------------------- ------------------------------ 32. Clothes Closet Light -Shower Light -Spa Light ----------------------------------------------- ------------------------ 33. Smoke Detector ------------------------------ ------------------------------------------------ Date Card B-1 Date Card B-1 -------------- - --------------- -- ------------------------------------ ----------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ft's 34. A.C. Ducts Insulation & Support --------------------- ---- ------------------------------------- --------------- 35. Vent Fan: Exhaust above insulation ------------- ----------------------------------------------------------- 36.__Condensate Drain & Overflow: Size & Grade 37 Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet --- - -------------------------------------------------- 38 Attic Access & Platform if Furnance in Attic ------------- --------------------------------------------------------------- - Date Card B-1 Date Card B-1 --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ft's 39. Sils. Proper Material & Anchors - - -------------------------------------------------------------- -- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing - -------------------- ------------------------------------------ 42. Draft Slop in Walls (rat proof) ---- -- ----------------- ---- ------------ ------------------------------ 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ------- ------------------------------------------ 44. Headers & Beam -Size & Bearing ;irjgle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors - - 46. Cing. Joist-Rftr. ties-Purtin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ----------- -- 54.-- plywood on Roof Overhang -Attic Vents -Rafter Outriggers - --- ----------- _ 55. Siding -Nailing Veneer -------------56.-Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ------- --- _ 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows - ---------------------------- Date _ _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector --------------------------- - 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection -------------- - - ---- 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa ____ ____ 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth - - ---------------------------- 69. Elec. Outlets at Wood Panel: Int. & Ext. ---------------------------- 70. ---------------------------70. Kit Fixt_& Appliance; Grnd_Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter ---------- ------------------------------ ----- 72. Garage Fire Door; Swing -Landing -Closer ----------- ------------------------- - 73. A.C. Duct in Garage -Damper - ------------------------------------------- - 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage: Above Floor -Meth. Protection ----------------------------------------- 75. Plb.. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 7;. Insulation -Foam -Looked in Attic ❑ Yes ------------------------------- -- - -------78.-Guard-Rails & Deck -Const ruction- Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ----------------- --- 81. Stucco: Brown -Finish ------ - 82. A.C. Unit Disconnect. Electrical, Plumbing --------------------------------- 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings _ 84. Water Well; Disconnect, Electrical, Plumbing ------------.------------------------ --------- 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House -- - - - -------------- Glass Protection - ---------------------------------------------------- 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged: Gas -Electric ----------------------- -------- .90.- -------90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ------ -- - - -------------------------- ----------- Date Card B-1 Date Card B-1 --------------------------------- ------------- ----------- - --- Date Card B-1 Date Card B-1 -------------------------------------------- --- Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 - /� �`� !T NO. APPLICAT16N AND PERMIT 77 ASSESSOR PARCEL NUMBER -ZONING 011-24-0-04 port U/SH BUILDING PERMIT OWNER ERNEST R WOLFE TELEPHONE 899-1355 SQ. FT. OCC. BUILDING VALUATION 1965 @ 1 60 3,11111 OWNERS MAILING ADDRESS 1 RIVER OAKS DRIVE CHICO 95926 CONTRACTOR'S NAME DIAMOND M FIRE PROTECTION TELEPHONE CONTRACTORS MAILING ADDRESS LIC #463104 (C-16) Fireplace CONSTRUCTION LENDER UN -OWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 61 On ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 4095 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 5106 CLIFFHANGER LANE PARADISE PERMITFEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDNIStON'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑X)Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation ❑ OtheY){7 Describe Work: FTRE SPRTNKLERS195-0868 Mobile Home I S I G W @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service a OR LESS \ ( 200A OR LESS J 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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: 7 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 NEW CONST. DWELLING OCCUR OR ( a ACC. BLUE. ) SO. 3.5Q FT. NEW CNS. CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATOUTLETUS ) 8 SINGLE CIR. Ex. Occup. (OUTLET OR FIXTURES ) 20 @ 1.00 BAL SO Ex. Occup. (ouTLErsFIXED (REslo.°ea) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the rs' compensatio provisions of section 3700 of the Labor Code, I shall h ly with ose provisions. X — p -A_ -- Date Jam, 6 f0,71 Signature of Applicant - 10 Owner Contractor ❑ Agent T An OSHA permit is required for excavat ns over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee Is Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 123.95 HAZ. D. FEES IMP FLOOD CDF PARCEL Po HO ISS .�� This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indi d above for w 'ch fee have been paid. . ��f 7� �S ,/— BDate PERMIT XPIRESON `�7 ' 17� / & (Date Receipt No. 180177 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT M - --� . _ .1 � ., .. .-_, r r, .�-„ra`..i�y-yam i �-.xt,�ir.� rS .Nrvri'r'-,.�i,t; .. ``�; W-_ . � . �s': t✓. �--..y •"�T; •. ti ......1�+SM' y. x,ry -'J r� t�-;,. ,.�.- - ( -COUNTY OF BUTTE - DEPARTMENT OF, DEVE C�,PMENTSERVICES -BUILDING DIVISION ( J ' !A11. 7 COUNTY CENTER DRIVE - OROVILLE, C :IFO'RMA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DAn-A-SHEET OWNER Proposed Building Use A. P. No., Building Inspector (�1%4n Date _ , At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All it--' s have been submitted . ...... :................................ . A 0 2. of plans, 3/4 sets, signed by reparer of plans . ......................... . Complete plans, 3/4 sets, si a by preparer of plans . ......... .... ....: . 4. Engineered plans and calc , 3 sets, with wet signature on plans. - 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . .................. 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). 'Fr 4;sWct6 request 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . .......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ....................................... 32. Plan check list . ...................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pi u at 467ice. Deliver with inspector. Other Parcel Creation Acreage Applicant 6i....- "" �� Date 0 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date I Copy of plans sent Health Dept. Fire Dept. Other Date I By The following data must be submitted prior to per it Vance:,(Circle neyV item not checked a 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail ,rrCounter by _ Date Plans checked by Date Plans approved by /�� Date /3 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works ,if 1 T DIAMOND M FIRE PROTECTION 2400 CATTLE DRIVE ROAD, CORNING, CA 96021 CA. C-16 # 463104 HYDRAULIC CALCULATIONS FOR WOLFE RESIDENCE BUTTE COUNTY, CA FILE NUMBER:WOLFERES DATE: JUNE 26, 1995 REV.: JULY 11, X995 -DE"SIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: PER HEAD SPECS AREA OF APPLICATION: PER 13 d. COVERAGE PER SPRINKLER: "i6 x 18 sq. ft. NUMBER OF SPRINKLERS CALCULATED: :l sprinkler TOTAL SPRINKLER WATER FLOW REQUIRED: 23 gpm TOTAL WATER REQUIRED (includ.ir.g hose): 28 gpm FLOW AND PRESSURE (@ BOR): 23 gpm @ 42.8 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF BUILDER: HAROLD STIMSON, G. C. DESIGN/LAYOUT BY: G. WADE JENKINS for DIAMOND M FIRE PROTECTION. AUTHORITY HAVING JURISDICTION: BUTTE COUNTY FIRE PREVENTION. w ID CALCULATIONS BY HASS HRS SYSTEMS, INC. r> LANTA , GA AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS.DATA NODE TAG ELEVATION (FT) SRC —4.0 1 18.0 2 18.0 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS —2.0 Page 1 Date: 7x111195 —3.0 WOLFERES JOB TITLE: WOLFE RESIDENCE, SKYWAY, SIDEWALL, BUTTE COUNTY, CA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 50.0 48.0 50.0 49.3 28.0 43.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS.DATA NODE TAG ELEVATION NODE TYPE SOURCE K= 5.40 PRESSURE (PSI) 43.3 18.1 22.1 26.0 3'7.6 41.2 42.8 28.0 GPM 5.0 GPM 0.0 GPM 23.0 GPM DISCHARGE (GPM) 23.0 23.0 I a (FT) SRC —4.0 1 18.0 2 18.0 3 18.0 4 —2.0 5 —2.0 BOR —3.0 NODE TYPE SOURCE K= 5.40 PRESSURE (PSI) 43.3 18.1 22.1 26.0 3'7.6 41.2 42.8 28.0 GPM 5.0 GPM 0.0 GPM 23.0 GPM DISCHARGE (GPM) 23.0 23.0 I a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: -+/11/9,5 ' . ' . JOB TITLE: WOLFE RESIDENCE, SKYWAY, SIDEWALL, BUTTE COUNTY, CA PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (.FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -23.0 0.884 PL 1.50 PF 4.0 1 18.0 5.4 18.1 23.0 12.0 150 FTG 14.00 PE 0.0 2 18.0 0.0 22.1 0.0 0.257 TL 15.50 PV 1.0 Pipe: 2 -23.0 1.109 PL 22.00 PF 3.9 2 18.0 0.0 22.1 0.0 7.6 150 FTG 24.00 PE 0.0 3 18.0 0.0 26.0 0.0 0.,085 TL 46.00 PV 0.4 Pipe: 3 -23.0 3..109 PL 20.00 PF. 2.9 3 18.0 0.0 26.0 0.0 7.6 150 FTG 14.00 PE 8.7 4 -2.0 0.0 37.6 0.0 0.085 TL 34.00 PV 0.4 Pipe: 4 -23.0 1.109 PL 26.00 PF 3.7 4 -2.0 0.0 37.6 0.0 7.6 150 FTG 17.00 PE 0:0 5 -2.0 0.0 41.2 0.0 0.085 TL 43.00 PV 0.4 Pipe: ,5 -23.0 1.109 PL 4.00 PF 1.1 5 -2.0 0.0 41.2 0..0 7.6 150 FTG CG PE 0.4 BOR -3.0 0.0 42.8 0.0 0.085 TL 13.07 PV 0.4 Pipe: 6 -23.0 2.003 PL 2.00 PF 0.0 BOR -3.0 0.0 42.8 0.0 2.3 150 FTG E PE 0.4 SRC -4.0 SRCE 43.3 (N/A) 0.005 TL 9.56 PV 0.0 NOTES: (1) Calculations were performed by the HASS 5.7.0 computer program. HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.026 gpm and a maximum imbalance at any node of 0.155 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 12.0 ft/sec at pipe 1. SPRINKLER SYSTEM -HYDRAULIC ANALYSIS Date: Q-111195' F - JOB TITLE: WOLFE RESIDENCE, SKYWAY, SIDEWALL, BUTTE COUNTY, CA WATER SUPPLY CURVE 60+ 55+ 50* 0 * <-48.0 psi @ 50 gpm Flow Test Point 45+ X I P 40+ R E S S 35+ U R E 30+ P S I 25+ 20+ 15+ 10+ LEGEND " X = Required Water Supply 43.27 psi @ 28.0 gpm " 5+ 0 = Available Water Supply 49.31 psi @ 28.0 gpm " it 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) 1 ! DIAMOND M FIRE PROTECTION 2400 CATTLER.DRIVE ROAD CORNING, CA' 96021 CA. C-16 # 463104 HYDRAULIC CALCULATIONS FOR WOLFE RESIDENCE BUTTE COUNTY, CA FILE NUMBER:WOLF-PDT DATE: JUNE 26, 1995 REV.: JULY 11, 1995 -DESIGN DA'T'A - OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: PER HEAD SPECS AREA OF APPLICATION: PER 13 d. COVERAGE PER SPRINKLER: 16 x 16 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 24 gpm TOTAL WATER REQUIRED (including hose): 29 gpm FLOW AND PRESSURE (@ BOR): 24 gpm @ 32.4 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF BUILDER: HAROLD STIMSON, G. C. DESIGN/LAYOUT BY: G. WADE JENKINS for DIAMOND M FIRE PRCTECTIC AUTHORITY HAVING JURISDICTION: BUTTE COUNTY FIRE PREVENTION. CALCULATIONS BY HASS �'+® ` '" HRS SYSTEMS, INC. ATLANTA . GA �`a� AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION (FT) SRC -4.0 lA 20.0 2A SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: -+/11/95 18.0 4 -2.0 JOB TITLE: WOLFE RESIDENCE, SKYWAY, BUTTE COUNTY, CA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) SRC 50.0 48.0 50.0 49.3 29.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE SOURCE K= 4.30 K= 4.30 PRESSURE (PSI) 32.9 7.8 7.9 8.7 15.0 26.8 30.7 32.4 Page 1 WOLF -PDT REQ'D PRESS. (PSI) 32.9 29.0 GPM 5.0 GPM 0.0 GPM 24.0 GPM DISCHARGE (GPM) 24.0 12.0 12.1 (FT) SRC -4.0 lA 20.0 2A 20.0 2B 21.0 3 18.0 4 -2.0 5 -2.0 BOR t -3.0 NODE TYPE SOURCE K= 4.30 K= 4.30 PRESSURE (PSI) 32.9 7.8 7.9 8.7 15.0 26.8 30.7 32.4 Page 1 WOLF -PDT REQ'D PRESS. (PSI) 32.9 29.0 GPM 5.0 GPM 0.0 GPM 24.0 GPM DISCHARGE (GPM) 24.0 12.0 12.1 (2) The system has been balanced to provide an average imbalance at each node of 0.017 gpm and a maximum imbalance at any node of 0.120 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 8.0 ft/sec at pipe 2A. SPRINKLER SYSTEM -HYDRAULIC ANALYSIS Page 2. Date: +/11/9 I JOB TITLE: WOLFE RESIDENCE, SKYWAY, BUTTE COUNTY, CA PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -12.0 0.884 PL 7.00 PF 1.3 1A 20.0 4.3 7.8 12.0 6.3 150 FTG 10.00 PE -0.4 2B 21.0 0.0 8.7 0.0 0.077 TL 17.00 PV 0.3 Pipe: 2 -12.1 0.884 PL 6.00 PF 1.2 2A 20.0 4.3 7.9 12.1 6.3 150 FTG 10.00 PE -0.4 2B 21.0 0.0 8.7 0.0 0.078 TL 16.00 PV 0.3 Pipe: 2A -24.1 1.109 PL 23.00 PF 5.0 2B 21.0 0.0 8.7 0.0 8.0 150 FTG 31.00 PE 1.3 3 18.0 0.0 15.0 .0.0 0.092 TL 54.00 PV 0.4 Pipe: 3 -24.1 1.109 PL 20.00 PF 3.1 3 18.0 0.0 15.0 0.0 8.0 150 FTG 14.00 PE 8.7 4 -2.0 0.0 26.8 0.0 0.092 TL 34.00 PV 0.4 Pipe: 4 -24.1 1.109 PL 26.00 PF 4.0 4 -2.0 0.0 26.8 0.0 8.0 150 FTG 17.00 PE 0.0 5 -2.0 0.0 30.7 0.0 0.092 TL 43.00 PV 0.4 Pipe: 5 -24.1 1.109 PL 4.00 PF 1.2 5 -2.0 0.0 30.7 0.0 8.0 150 FTG CG PE 0.4 BOR -3.0 0.0 32.4 0.0 0.092 TL 13.07 PV 0.4 Pipe: 6 -24.0 2.003 PL 2.00 PF 0.0 BOR -3.0 0.0 32.4 0.0 2.4 150 FTG E PE 0.4 SRC -4.0 SRCE 32.9 (N/A) 0.005 TL 9.56 PV 0.0 NOTES: (1) Calculations were performed by the HASS 5.7.0 computer program. (2) The system has been balanced to provide an average imbalance at each node of 0.017 gpm and a maximum imbalance at any node of 0.120 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 8.0 ft/sec at pipe 2A. Date: :-/11/95 JOB TITLE: WOLFE WATER SUPPLY CURVE 60+ 55+ SPRINKLER SYSTEM'HYDRAULIC ANALYSIS RESIDENCE, SKYWAY, BUTTE COUNTY, CA 50* 0 * <-48.0 psi @ 50 gpm Flow Test Point 45+ P 40+ R E S S 35+ U R X E 1 30+ ( P S I 25+ 20+ 15+ 10+ LEGEND rr n X = Required Water Supply r� 32.86 psi @ 29.0 gpm rr 5+ n 0 = Available Water Supply rr 49.27 psi @ 29.0 gpm rr rr 0++-+---+----+-----+------+--------+----------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) 0 • QU&LOV r UNRIU BLIE LO(MMUNaILI !3pQoaa[L[E[R pap[ The Most Technologically Advanced Type of Sprinkler Pipe. Allied XL Pipe is a time tested Allied XL Pipe offers superior features to conventional Schedule 40 threadable light wall sprinkler pipe Physical features and Cost and manufactured in 3/: through 3' sizes characteristics: time savings: and engineered to provide the best in low cost sprinkler protection. Allied . Superior hydraulics • Used with standard • Lower sprinkler • No special processes XL pipe is suitable for use in • Galvanized exterior couplings, fittings and system costs or thread sealants CO ' Greater yield strength valves • Freight savings co 13R, and it can be used either • High tensile strength • Recommended paint • Reduced inventory • Standard N.P.T. threaded or unthreaded in wet, dry, • Exceptionally high finishes can be costs threading equipment preaction or deluge systems having burst strength applied to Allied XL AZ Q v working pressures of 300 P.S.I. or • Light weight Pipe less. Allied XL Pipe is a time tested Allied XL Pipe offers superior features to conventional Schedule 40 threadable light wall sprinkler pipe Physical features and Cost and manufactured in 3/: through 3' sizes characteristics: time savings: and engineered to provide the best in low cost sprinkler protection. Allied . Superior hydraulics • Used with standard • Lower sprinkler • No special processes XL pipe is suitable for use in • Galvanized exterior couplings, fittings and system costs or thread sealants accordance with NFPA 13,13D and ' Greater yield strength valves • Freight savings required for installation 13R, and it can be used either • High tensile strength • Recommended paint • Reduced inventory • Standard N.P.T. threaded or unthreaded in wet, dry, • Exceptionally high finishes can be costs threading equipment preaction or deluge systems having burst strength applied to Allied XL • Reduced waste working pressures of 300 P.S.I. or • Light weight Pipe less. Allied XL Pipe successfully met or exceeded all the U.L. requirements and was the first sprinkler pipe to receive unrestricted Underwriters Labora- tories Inc. listing for approved fire systems having working pres- sures of 300 P.S.I. or less. Tests performed by Underwriters Lab Flexural test: Simulating loading of typical pipe and hanger installations. One inch and larger sizes were tested simulating sprinkler branch lines described in NFPA 13. Hydrostatic leakage & assembly test: Leakage and hydrostatic tests on both contractor threaded pipe and U.L. threaded pipe, gauged and found to conform with ANSI/ASME 131.20.1-1983. Fire test: Simulating wet, deluge and dry pipe fire exposures. Burst test: Hydrostatic burst tests on threaded and unthreaded pipe. Vibration test: Exposure of Allied XL Pipe to vibration in order to simulate seismic conditions. Test performed by Factory Mutual* Allied XL Pipe per ASTM A135 evaluations: • Chemical analysis • Tensile strength • Flattenability • Hydrostatic performance • Quality of welded seams Allied TUBE & CONDUIT • Variations in weight or dimensions • Workmanship r • Finish • Marking Joint evaluation tests: • Threaded per manufac- turer's recommendation • Threaded per observed field practices (Both "drop -head" and "adjustable") • Butt welds • Flexible pipe couplings on roll -groove -ended pipe • Plain -end fittings (Locking set -screw engaging pipe to a predetermined dimension) • Plain -end fittings (Locking set -screw engaging pipe to a predetermined torque value) Hydrostatic tests per ASTM A135 on: • Threaded assemblies • Welded assemblies Hydrostatic tests performed at 4 times the pressure ratings: • Plain -end fittings • Roll -groove fittings Bending moment tests: • Samples were internally pressurized to their rated working pressure Vibration tests: • Threaded joints • Plain -end fittings (Locking set -screws engaging pipe to a pre- determined dimension) • Plain -end fittings (Locking set -screws engaging pipe to a predetermined torque value) Cycling pressure tests: • Three similar assemblies were cycle pressure tested 20,000 times from 0-125 P.S.I. 16100 South Lathrop Avenue Harvey, Illinois 60426 (312) 339-1610 1-800-8ALLI E D nA GrinnellCOMPANY 15M 5/91SP PRINTED IN U.S.A. SALES OFFICES AND WAREHOUSES United States Thread strength tests: at Allied XL Pipe behaves • similarly to ASTM A53 material • Allied XL Pipe has a much higher yield strength than Schedule 40 of greater wall thickness • Threads are easily cut on Allied XL Pipe No leaking, loosening, weakening or other evidence of failure was detected in any of the above testing proce- dures. Tested against conventional SK40 product Comparative tests summary - Allied XL Pipe vs. Schedule 40 Construction and instal- lation: U.L. stated Allied XL Pipe is suitable for fabrication of sprinkler systems. Materials: Allied XL Pipe has mechanical strength properties equivalent to or greater than required for Schedule 40. Flexural: Allied XL Pipe passed Schedule 40 flexure test requirements without leakage. Hydrostatic: Assembled Allied XL Pipe, threaded in accordance with ANSI/ASME 131.20.1-1983 can withstand internal pressure without leaks in the same manner as Schedule 40. Vibration: Allied XL Pipe did not leak at or below 600 P.S.I., twice its normal working pres- sure, and did not exhibit any signs of weakness, deteriora- tion or wear at the threads. ARIZONA Phoenix 85017 — 3131 Wast Thomas Rd. — (602) 272-6535 CALIFORNIA O Caen92020 — 795 Gable May —16191 447-80 01 Fullerton MM — 801 South Placards Ave. —(714177 3-I 166 Maywad 94505 —1950 AIPIns Way — (415)887-0700 Secremerdo 95814 — 431 Rlohads ewa —1916) 4 41-69 01 COLORADO Denver 80202 — 2175 Fi teerM SL — (303) 8257181 FLORIDA Tampa 33819 —1440 Massaro BNA. — (M3) U14761 GEORGIA Aller 30302 — 645 Nodhside Dr- NW — (404) 524-6201 HAWAII ILHo OISa u 96819— 930 Mepunepum Slr-18081839-2792 Harvey 60426 — 15100 South Halsted SL — (312) 847-1500 INDIANA ladanapdis 46226 — 8615 Fast 33rd S1. — (317) 895-2424 LOUISIANA Jefferson 70121 — 300 Jeflolson Hwy.. Suite 1100 — ISM) 837-0382 MARYLAND Columbia 21046 — 9585 Snowden River Pkwy — (301) 381-9100 MASSACHUSETTS Canton 02021 —120 Shawmut Rd. — (6171828-6650 MICHIGAN Taylor 48190 — 21655 Trolley Industrial or. — (313) 292-3800 MINNESOTA Bloanlogion 55431-1201 W 96th SL — (612) 884-7131 MISSOURI SL Laub 63110 —1615 South PaVahighway — 1314) M4925 N. Karuas City 54116 —1930 women — (816) 474-0500 NEW JERSEY (Metro NYC Area) Lklcoln Park 07035 — 99 Beaver Break Rd. —(201) 698.0500 NEW YORK Rochester 14807 —1348 University Ave. — (Till) .2-7040 NORTH CAROLINA Charlotte 28208 —1431 N89 Morehead SL — C704) 3764431 OHIO CMCMnati 45237 —1025 Laid" Ave. — (5131242-0440 Cleveland "'03 —1294-96 East 55th SL — (216) 431.4311 OKLAHOMA Was 74145 — 4118 Sash 7011, Ease Ave. — (918)622-6060 OREGON Portland 97210 — 3240 North w 29M Ave. —1503) 223.7101 PENNSYLVANIA Bensalem 19020 —1411 Ford Rd. —1215) 638.0500 Pittsburgh 15233 —1321 Ridge Ale. — (4121321-6544 TENNESSEE Mem" 38112 — 315 Cumberland St, — IBM) 452-3106 Nashville 37210 —1317 Elm Hill Pike — (615) 244.3813 TEXAS Irving 76081 — 2425 East Ploneer O h,e — (214) 4384414 Hm6lon n001 — 6999 Old 01— Rd. — (713) 675-6371 VIRGINIA Nodal, 23504 — 1430 Bellenllne Blvd, — (004) 627.6800 Richmond 23231 — 4329 Eubank Rd. — (604) 222 7 WASHINGTON Kem 96032 — 8212 So 196th SL — (2061251-958.5 L.orgA- 98632 — 915 Douglas —1206)4254944 WISCONSIN MiMeukee 53 213 —1819 Nast SL Paul Ave. — (414) 937-8000 a 4 Fire resistance: The me- chanical and bending strength of Allied XL Pipe provides equivalent resistance to the stresses imposed by fire. • Burst test: Allied XL Pipe tested to 9,000 P.S.I. Corrosion resistance: Based on the examination of Sched- ule 40 pipe specimens, the Battelle Columbus Laboratories has estimated that Allied XL Pipe would last up to and exceeding 100 years in most automatic sprinkler systems. It is expected that particularly corrosive condi- tions will result in a shorter service life, as it will for Schedule 40**. USC k Approved � ~ I Approved 'Factory Mutual Approved for wet • sprinkler systems in 1 • thru 3- sizes. "Details available in February 21, 1984 report by Underwriters Laboratories Inc. "'ULC - Details available in January 10, 1990 report by Underwriters Laboratories of Canada. ULC approved for wet systems in threaded application. ULC approved for wet-dry-preaction and deluge systems in unthreaded application. Specifications, descriptions, services and illustrative material herein are accurate as known at time of publication and are subject to change without notice. Canada ALBERTA Calgary T2C 1 x8 — 594030M St., BE Bey 3 — (403)276-9454 Edmonton T5G OWS —11340120th SL — (403) 452-9641 BRITISH COLUMBIA Humeri-. Vv T 3Y41V7 —2560 Kennwth Rd. —16041 ]58-1551 —3900 Vikkg Wdy —16 0 41 273-9211 MANITOB VBV NTrOBA Winnipeg eSC RTH OM2 — ]n Canary SL —1204) n4.7481 NOVAA SCOTIA Dartmouth 8381P5 — 20 Vidilo a. —16021466-9721 ONTARIO away Croak 1.8E 2V9 — 470 Seeman SL — (4161561-7711 Toronto Mat 2C5 —10 North OuBen SL —141612514171 Serra N7T 2G8 — 211 Campbell St. — (5191336-7690 Sudb" P3E SP5 — 1275 Kelly Lake Road — (]05)671-9600 QUEBEC Mormeal HOP 1V6 — 39W Jean Talon S1., Wast — (5141342-2100 SASKATCHEWAN Regina S4P 3W7 — 285 Mill S1. — (306) 543-6536 Saskatoon — S7K 5135 — 503447th St— E — (306) 242-6788 n Grinnell° `4a: •'• SUPPLY SALES COMPANY Technical Support/Marketing/Design Services 1341 Elmwood Avenue Cranston, R102910 (401)941-8000 Grinnell Corporation, Executive Offices 3Tyco Park Exeter, NH 03833 — (6031778-9200 I � _CO. HUHWESCU 1E:ebntmq 23, 1994 .—T-t:M A, T --MSI S i. 4 Gentlemen: Please accept this letter as your assurancc/V-,i aLU-1a that the black colorant used in the manufacture of our tanks dm meet all applicable FDA requirements for potable water storage. ., If you should have any questions do not hesitate to call. Sincerely, 17 1 4! Richard V. Aronson Vice president, Sales RVA:ejt cc: Bob Schindler George Engler Customer Service 1550 GALLON Vertical f i j o 9109 40235 9 11 ,. . NORVYESCO, INC. 4385 Steiner Street • P.O. Sox 439 0 St. 8onlfacius, NIN 583T"439 • Tel 612 a4�1945 • Fox 612-446-1030 °1AR-13-,1995 14:41 NORWESCO .- — N; u P.02/02 TOTAL P.02 VSR-SF (e)IR VANE TYPE WATERFLOWP TTF FOR SMALL PIPE SWITCH WITH RETARD 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 M382M3 (314)878-4321 / (800)325-3936 (416)441-1833 STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. The Model VSR-SF is a vane type waterflow switch for use on wet sprinkler systems that use 1 ", 1 1/4", or 1 1/2" pipe size. The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condi- tion must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices may be mounted in a horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be ac- cessible. The units should not be installed within 6" of a valve, drain or fitting which changes the direction of the waterflow. The unit has a 1 " NPT bushing forthreading into anon corrosive "TEE". See figure 2 for proper "TEE".size, type and installation. UL & ULC LISTED Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Cast Aluminum, red enamal finish. Cover held in place with tamper resistant screws. Contact Ratings: Two sets of S.P.D.T. (Form C) 10 Amp. @ 125/250 V. AC 2 Amp. @ 0-30V. DC Conduit Entrances: Two openings for 1/2" conduit. Usage: Listed Plastic, Copper and Schedule 40 Iron Pipe. Fits pipe sizes -1", 1 1/4", & 1 1/z" Note: 8 paddles are furnished with each unit, one for each pipe size of threaded or sweat TEE, one for CPVC, and one for polybutylene. Environmental Limitations: 40° F/120° F 4.5° C/49° C Caution: This device Is not Intended for applications in explosive environments. Service Use: Automatic Sprinkler NFPA-13 One or Two Family Dwelling NFPA-13D Residential Occupancy up to 4 Stories NFPA-13R Central Station NFPA-71 Local NFPA-72A Auxiliary NFPA-72B Remote Station NFPA-72C Proprietary NFPA-72D Optional: Cover Tamper Switch , order Stk. No. 0090018 Kit for Outdoor Use: Order Stk. No. 1940036 Screw the device into the 'TEE" fitting as shown in Fig. 2. Care must be taken to properly orient the device for the direction of waterflow. The vane must not rub the inside of the "TEE" or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installations with the proper adapters so that the specified "TEE" fitting may be installed on the pipe run. TESTING: Check the operation of the unit by opening the "Inspection Test Valve" at the end of the sprinkler line or the drain and test connection, if an Inspectors Test Valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SF is not recommended or advisable CAUTION: There are 8 paddles furnished 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 IDI be used. The screw that holds the paddle must be securely tightened. PRINTED IN USA A022 802-D PAGE 1 OF 2 Central Sprinkler Corporation 451 North Cannon Avenue, Lansdale, Pennsylvania Product Description The Central Model F18 Swing Check Valves are designed for general service to prevent backflow. The Central Model F18 Soft Seat Swing Check Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F18 Swing Check Valves are of cast bronze construction strictly in accordance with ASTM B-62 specifications 85-5- 5-5 for superior corrosion resistance. The angle pattern design ensures that the clapper clears the waterway for superior flow characteristics. The Central Model F18 Swing Check Valves are tested twice, air under water for consistent quality. The Central Model F18 Swing Check Valves are rated at 200 psi, non -shock for cold water service and have a soft rubber seat for tight shut- off under all operating conditions. (Mfg. Source: Non -Domestic) Dimensions - Weights Size A B Wt. Lbs. 1/2" 2.23 1.71 .56 3/4" 2.80 2.00 .89 1 "1 3.11 2.24' 1.30 1 1/4" 3.77 2.65 1.75 1 1/2" 4.37 3.13 2.53 2" 5.10 3.79 4.34 Central Sprinkler Corporation 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model F15 Soft Seat Bronze Globe Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model F15 Soft Seat Bronze Globe Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F15 Soft Seat Bronze Globe Valves are of cast bronze construction strictly in accordance with ASTM B-62 specifications 85-5-5-5 for superior corrosion resistance. The hand wheel is manufactured from cast iron materials toymeet or exceed the requirementsof Underwriters Laboratories Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards. The Central Model F15 Soft Seat Bronze Globe Valves are rated at 200 psi, non -shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model F15 Soft Seat Bronze Globe Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non -Domestic) Dimensions - Weights Size A B C Wt. Lbs. 1/2" 2.05 2.60 2.09 .66 3/4" 2.36 2.70 2.24 .83 1 " 2.68 3.50 2.46 1.50 1 1/4" 3.08 3.85 2.85 2.13 1 1/2" 3.46 4.30 3.22 3.06 2" 4.00 5.10 3.43 4.88 IN , 3 -Way Globe Valves 1/4 Inch Central Sprinkler Corporation 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 Globe 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 corrosion`resistance. The hand wheel is manufactured from cast iron materials to;meet or exceed the Ft•! 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 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 V-ilves have a soft rubber seat for tight shut-off under all operating, conditions. (Mfg. Source: Non -Domestic) �", M Bill of Materials Item Description Material Specification 1 Body Bronze ASTM B-62 2 Hand Wheel Cast Iron _ ASTM A-1 20-B 3 Hand Wheel Nut Steel Commercial 4 Packing Non -Asbestos Commercial 5 'Packinq Gland Brass ASTM B-16 6 Packing Nut Brass ASTM B-16 7 Stem Brass ASTM B-16 inm \■ 1 allV.alve's' Standard Port 150 PSI Saturated Steam 400 W.O.G. Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19443 E�Product Description The Central Model F19 Ball Valves are recommended primarily for shut- off service or throttling flow where desired. Central Ball Valves are of high-quality construction and are rated at 150 psi with saturated steam, 400 psi with water, oil or gas, non - shock, well in excess of normal operating requirements in fire protection service. The Central Model F19 Ball Valves are constructed of forged brass which ensures that there are no pin holes which maV,, ccur in alternate processes.' -x - A large port size ensures good flow characteristics. Teflon' seats ensure smooth operation under normal operating conditions. Each Ball Valve is tested twice with air under water to assure consistent quality. Central Ball Valves include a vinyl covered handle for a comfortable, smooth grip. -'^ :fry. Source: Non - Domestic) 'Teflon is a trademark of the DuPont Corp. • Dimensions (inches) Nom. Size A B : C Bore Size (D) 1/4" 1.65 1 1.50 3.31 0.320 1/2" 1.90 1.60 3.31 0.396 3/4" 2.20 1.70 3.31 0.591 1 " 2.64 2.01 4.65 0.787 1 1/4" 3.00 2.17 4.65 1.050 1 1/2" 3.35 2.60 5.28 1.260 2" 3.82 12.80 5.28 1.500 ■.iIII ' 3iii ���RM" ;1�_l� �1 sill ������2 Hill I NIP tell so ■..:��t ",..���� `---e�`; ��d���ls������ � Edi .....ur,4i �■ • ■r.� $ ;11111101111111 Pail _: !3 is e! �me 41 How to determine what chemicals can be safely stored in Norwesco's polyethylene tanks. "Norwesco polyethylene tanks can store most liquid fertilizers, pesti- cides, herbicides, insecticides, and fungicides. Use with any other material is not recommended because it may cause tank failure or breakage and result in personal injury or property damage. Further, some of the insecticides and fungicides may contain chemicals or con- centrations of chemicals that cannot be safely stored in a polyethylene tank. Check with your chemical supplier to determine what chemicals and concentrations of chemicals are in your material and whether the material can be safely stored in a polyethylene tank. In addition, consult the chart below to make sure that the polyethylene tank is resistant to those chemicals and that the chemicals are not plasticizers, oxidizers, or known or suspected stress crack agents." CHEMICAL RESISTANCE KEY: R - RESISTANT N - NOT RESISTANT V - VARIABLE RESISTANCE U - UNKNOWN CAUTION KEY: (P) - PLASTICIZER (A) - KNOWN STRESS CRACK AGENT (0) - OXIDIZER (B) - SUSPECTED STRESS CRACK AGENT 10°F 140°F 70°F 140°F 70°F 140°F 70°F 140°F CHEMICAL (21°C) (60°C) CHEMICAL (21°C) (60°C) CHEMICAL (21°C) (60°C) CHEMICAL (21°C) (60°C) Acetaldehyde - 100% (A) V N Cider (A) R R Inks (A) R R Salicylic Acid - sat'd. R R Acetic Acid - 10% (A) R R Citric Acrd - sat'd. (A) R R Iodine - in KI sol'n. (0) V N Sea Water R R Acetic Acid - 60% (A) R V Coconut Oil Alcohols (A) R R Selenic Acid R R Lead Acetate • sat'd. Lead Nitrate R R R R Acetic Anhydride B) Aluminum Chloride - all conc. N R N R Coffee Cola Concentrates (A) R R R R Shortening (AI Silver Nitrate otution SS R R R R Aluminum Fluoride - all conc. R R Copper Chloride - sat'd. R R Lime R R Silver Salts R R R R Aluminum Sulfate - all conc. R R Copper Cyanide - sat'd. R R Soap Solution - any conc. (A) R R Magnesium Carbonate - sat'd. R R Alums - all types R R Copper Fluoride - 2% R R Sodium Acetate - sat'd. Sodium Benzoate - 35% R R Ammonia - 100% dry gas R R Copper Nitrate - sat'd. R R Ammonium Carbonate R R Copper Sulfate - sat'd. R R Magnesium Chloride - sat'd. R R Sodium Bicarbonate - sat'd. R R Ammonium Chloride - sat'd. R R Corn Oil (B) R R Magnesium Hydroxide • sat'd. R R Sodium Bisulfate - sat'd. R R Ammonium Fluoride - sat'd. R R Cottonseed Oil (A) R R Magnesium Nitrate - sat'd. R R Sodium Bisullite - sat'd. R R Ammonium Hydroxide - 10% R R Cupric Salts R R Magnesium Salts R R Sodium Borate R R Ammonium Hydroxide - 28% R R Cuprous Salts R p Magnesium Sulfate - sat'd. R R Sodium Bromide -dilute R R Ammonium Nitrate - sat'd. R R Mercury R R Sodium Carbonate • conc. R R Ammonium Persulfate - sat'd. R fl Methyl Alcohol • 100% A) R R Sodium Chlorate - sat'd. R R Ammonium. Salts R R Detergents, Synthetic (A) R R Methylene Chloride -110 % (PB) N NSodium Chloride - sat'd. R R Ammonium Sullate - sat'd. R R Developers, Photographic R R Milk R R Sodium Cyanide R R Amyl Acetate - 100% (BP) N N Dextrin - sat'd. R R Mineral Oils (P) V N Sodium Dichromate - sat'd. R R Amyl Alcohol - 100% (AP) R R Dextrose - sat'd. R R Molasses R R Sodium Ferri/Ferro Cyanide - sat'd R R Amy' Chloride - 100 % (P) N N Diazo Salts Dibutylphthalate (8) R V R VSodium Sodium Fluoride • sat'd. R R Naphtha (PA) V N Aniline - 100% (AP) Aqua Regia (0) N N N N Dichlorobenzene - o 8 p R R Hydroxide - conc. Sodium H ochlorite yp R R R p Arsenic Acid - all conc. R R Diethyl Ketone (BP) Diethylene Glycol (A) V R V R Naphthalene (PB) Nickel Chloride - conc. N R N R Sodium Nitrate R R Aromatic H rocarbons BP yd ( ) Ascorbic Acid - 10% N R N R Diglycolic Acid (A) R R Nickel Nitrate - sat'd. R R Sodium Salts Sodium Sulfate R R R R Dimethylamine Disodium Phosphate N R N R Nickel Sulfate - conc. Nicotine - dilute (A) R R R R Sodium Sulfide • sat'd. sat'd. Sodium Sulfite - soca R R R R Barium Carbonate - sat'd. R R Nitric Acid - 0-30% Nitric Acid - 30.50% (0) R R R V Stannic Chloride • sat' R R Emulsions, Photographic (A) R R Barium Chloride - sat'd. Barium Hydroxide fl R R R Nitric Acid - 70% 0) R V Stannous Chloride - sat'd. R R Barium Salts R R Epsom Salts • Ma nesium Sulfate R R Nitric Acid - 95.98% 0) N N Starch Solution • sat'd. (A) R R Barium Sulfate - sat'd. R R Ethyl Acetate - 10 % (A) V N R Nitrobenzene • 100% (PB) N N Sulfurs Acid - 1050 (A) % R R Barium Sulfide - sat'd. R R Ethyl Alcohol - 100% (A) Ethyl Alcohol - 35% (A) R R R Sulfuric Acid - 0-50 Sulfuric Acid • 70% 0 R R R V Beer Benzene (8P) R N R N Ethyl Benzene (BP) N N n -Octane R R Sulfuric Acid - 80% 0 R N Benzoic Acid - all conc. R R Ethyl Chloride (P) N N Oxalic Acid - sat'd. (A) R R Sulfuric Acid - 96 % 0 V N Bismuth Carbonate - sat'd. R R Ethyl Ether (P) N N Sulfuric Acid - 98%-conc. (0) V N (P) Photog N N Bleach Lye - 10% R R Ethylene Chloride (BP) Ethylene Glycol (A) N R N R Sulfuric Acid • fuming (0) Sulfurous Acid N R N p Borax - sat'd. R R Photographic Photographic Solutions R p Boric Acid - all conc. R R Plating Solutions Ferric Chloride • sat'd. R R Tallow (P) R V Boron Trilluoride R R Brass (A) R R Brine R R Ferric Nitrate - sat'd. R R Cadmium (A) R R Tannic Acid • sat'd. (A) R R Bromine - liquid (0) N N Ferric Salts R R Copper (A) R R Tetrahydrofuran PB) N N Butanediol - 10% A R R Ferrous Chloride - sat'd. R R Gold A R R Titanium Tetrach'ioride - sat'd. (B) N N Butanediol - 60 % iA; R R Ferrous Sulfate R R Lead yA; R R Toluene (PB) N N Butanediol - 100% (A) R R Fish Solubles (A) R R Nickel (A) R RTrichloroethylene (PB) N N Butter (B) R R Fluoboric Acid R R Silver (A) R R Triethylene Glycol (8) R R n -Butyl Acetate - 100% BP) V V Fluosilicic Acid - conc. R V Tin (A) R R Trisodium Phosphate - sat'd. R R n- Butyl Alcohol - 100% �A) R R Fluosilicic Acid - 32% R RZinc (A) R R Turpentine (P) N N Butyric Acid - conc. (P) N N Formic Acid - all conc. R R Potassium Bicarbonate - sat'd. R R Urea - 0-30% Urine R R R R Fructose - sat'd. Fruit Pulp (BI R R R R Potassium Bromate • 10% Potassium Bromide - sat'd. R R R p Cadmium Salts R R Calcium Bisullide R R Furfural • 10 % P Furfuryl Alcohol N N N N Potassium Carbonate Potassium Chlorate - sat'd. R R R R Vanilla Extract (A) R R Calcium Carbonate - sat'd. Calcium Chlorate - sai'd. R R R R (BP) Potassium Chloride - sat'd. R R Gallic Acid - sat'd. (A) R R Calcium Chloride - sat'd. R R Potassium Chromate • 40% Potassium Cyanide • sat'd. R R R R Vinegar R R Calcium Hydroxide - conc. R R Gasoline (PB) V N Potassium Dichromate - 40% R R Water R R Calcium Hypochlorite - bleach sol'n. R R Glucose R R Potassium Ferri/Ferro Cyanide sat'd. R R Calcium Nitrate - 50% R R Glycerine (A) R R Potassium Fluoride R R Wetting Agents (A) R R Calcium Oxide - sat'd. Calcium Salts R R R R Glycol (A) R R Potassium Hydroxide - 20% R R Whiskeyy (A) R R Glycolic Acid - 30% (A) R R Potassium Hydroxide • conc. R R Wines (B) R R Calcium Sulfate Oil(BP) R N R N Grape Sugar - sat. aq. R R Potassium Nitrate - sat'd. R R Camphor Potassium Perchlorate - 10% R R n-Heptane (PB) N N Carbon Dioxie - all conc. Carbon Disulfide R N p N Potassium Permanganate • 20% R R Xylene (P) N N Carbon Monoxide R R Hexachlorobbenzene U U Potassium Persulfate • sat'd. Potassium Salts R R R RYeast Carbon Tetrachloride (P) Carbonic Acid N R N R Hexanol, Tertiary A Y l l HydroDromic Aad - 50% R R R R Potassium Sulfate - conc. R R R R Castor Oil- conc (A) Chlorine - 100% dry gas (0) R V R N Hydrochloric Acid - all conc. Hydrocyanic Acid - sat'd. R R R R Potassium Sulfide - conc. Potassium Sulfite -conc. R R R R Zinc Bromide - sat'd. R R Chlorine Liquid (0) N N Hydrolluoric Acid - 40% R R Proparg�I Alcohol (A) n-Propy Alcohol (A) R R R R Zinc Carbonate • sat'd. R R R Chlorine Water - 2% sat'd. sol'n. Chlorobenzene BP) R N R N Hydrofluoric Acid - 60% Hydrogen - 100% R R R R Propylene Dichloride - 100% (PB) N N Zinc Chloride - sat'd. Zinc Oxide - sat'd. R R R Chloroform 8P V N Hydrogen Chloride -dry gas p R Propylene Glycol (A) R R Zinc Salts R R Chlorosullonic id - 100 % N N Hydrogen Sulfide R R Pyridine (B) R U Zinc Stearate R R Chromic Acid - 10% R R Hydroquinone R fl Zinc Sulfate • sat'd. R R Resorcinol - sat'd. R R Chromic Acid - 5C'.o--' R R Hypochlorous Acid - conc. R R NOTE: The chemical resistance data shown in the preceding table originated in part from tests conducted at DuPont of Canada's Customer Technical Centre in Kingston, Ontario, and in part from reliable published sources. This table is intended only as a preliminary general guide to the resistance of "SCLAIR" polyethylene (or similar polyethylene) to various chemicals. Please contact NORWESCO for resistance of chemicals not listed. GBR • 7/16" Residential Concealed, Pendent and Recessed Pendent • 1/2" Residential Pendent and Recessed Pendent • 1/2" Residential Sidewall and Recessed Sidewall Glass BulbAutomatic Sprinklers Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product C!:M Description The Central Model GBR Automatic Sprinklers embrace the ultimate in advanced design features. They incorporate the latest in glass bulb technology, which result in a much smaller more attractive sprinkler. The operating mechanism consists of a liquid -filled 3 mm diameter frangible capsule that is only 2.0 cm in length. The Model GBR Automatic Sprinklers are intended for installation in accordance with current NFPA 13, NFPA 13D and RN Technical Data Residential Applications NFPA 13R Standards. They are available in 7/16" and 1/2" orifice sizes, and a 1550F/680C temperature rating. The Model GBR Sprinklers, escutcheons, and concealed plates are available in brass or chrome plated and white painted, with additional special painted finishes available. Operation: The glass bulb capsule operating mechanism contains a heat - sensitive liquid that expands upon application of heat. Upon reaching the rated temperature, the frangible capsule ruptures thereby releasing the orifice seal. The sprinkler then discharges water in a pre -designed spray pattern to control or extinguish the fire. The Model GBR Automatic Sprinklers are intended for Residential Applications in accordance with NFPA 13, NFPA 13D, and NFPA 13R. Model r Thread Def- & Deflector Nominal Temp. Approved Size lector Style K -Factor Rating Escutcheon Finishest Approvals (NPT) Length Width GBR 4.3('X,6") 155'F/68*C Model GBR Brass* UL '/i' 2" 13/16" Concealed (1350cover Chrome Plated* plate) White Painted* GBR 4.3('/,6') 155'F/68*C Model Brass UL '/2° 2'/16" 13/16" Pendent& GB Res./QR Chrome Plated Recessed Recessed White Pendent GBR-2 4.3('/,6") 1550F/68*C Model Brass UL '/z" 2'/16" 13/,6" Pendent& GB Res./QR Chrome Plated Recessed Recessed White Pendent GB -R1 5.3('/2") 155°F/680C Model Brass UL '/2 2" 13/16" Pendent& GB Res./QR Chrome Plated Recessed Recessed White Pendent GBRS/W 5.4('/2") 1550F/680C Model Brass UL /2" 2'/2" 1'/2" Sidewall & GB Res./QR Chrome Plated Recessed Recessed White Sidewall t Off white andothercustomfinishes available upon request. * Coverp/ateonly, custom finishes available upon request. * Highest allowable ambient temperature forstorage: 1003 F1380 C for 155D F168o C sprinklers. * Highest allowable ambient temperature forstorageofcoverplates: 100'F/38°C. • Maximum workingpressure: 175p.s.i. • Factory Hydro Test: 100% @500p.s.i. �16u & 1/211 orifice Automatic Sprinklers GBR 7/16" Concealed Pendent Figure 1 GBR 7/16" Residential Concealed Pendent 1 , 1 , Ceiling Opening 2 1/4° �/4 ° Face of Reducing Coupling , I I 1 3/8° 1 +1/8° 3/16' Min. (� Finished GBR Cover Plate Ceiling Line (no substitutions) 23/4 Concealed Pendent GBR Residential Concealed 7/16" Two (2) Head 10 GPM ® 5.4 PSI Centerline of Roo m—►I One (1) Head 12 GPM ® 7.8 PSI • 6'-0° v 6'"0" •_ 12'-0'— Nominal Wetting Pattern for 12'x 12' Room (or smaller) Concealed Pendent GBR Residential Concealed 7/16" Two (2) Heads 13 GPM C 9.1 PSI Centedine of Room_I One (1) Head 16 GPM ® 13.8 PSI Ir i'o • 14'-0' ►t Nominal Wetting Pattern for 14'x 14' Room GBR 7/16" Residential Concealed Pendent Sorinkler Desinn Ranuiramanfe 2 Concealed Pendent GBR Residential Concealed 7/16" Two (2) Heads 14 GPM ® 10.6 PSI Nominal Wetting Pattern for 16'x 16' Room Maximum Spacing Between Maximum Location From Any Minimum Design Flow (Pressure) Two or More Model Sprinklers Wall One Sprinkler Sprinklers GBR 7/16" 12' (or less) 6' (or less) 12 GPM (7.8 psi) 10 GPM (5.4 psi) Concealed 14' 7' 16 GPM (13.8 psi) 13 GPM (9.1 psi) Pendent 16' 8' 19 GPM (19.5 psi) 14 GPM (10.6 psi) 2 Concealed Pendent GBR Residential Concealed 7/16" Two (2) Heads 14 GPM ® 10.6 PSI Nominal Wetting Pattern for 16'x 16' Room GBR 7/16' -Pendent, &-Recessed Pendent Figure 2 GBR 7/16" Residential Pendent Pendent & Recessed Pendent GBR Residential 7/16" Two (2) Heads 11 GPM ® 6.5 PSI Cented—ine of Rwrnl One (1) Head 14 GPM® 10.6 PSI GBR 7/16" Residential Pendent and Recessed Pendent Sprinkler Desian Reauirements Finure3 3 Nominal Wetting Pattern for 14'x 14' Room (or Smaller) Pendent& Recessed Pendent GBR Residential 7/16" Two (2) Heads 12 GPM ® 7.8 PSI' Centedine of Room— One (1) Head 16 GPM ® 13.8 PSI 8'-O• Ir 8-' —t--8 0'� _ 16'-0• Nominal Wetting Pattern for 16'x 16' Room Pendent Only GBR Residential 7/16" Centedine of Ri 8'-0• Two (2) Heads 14 GPM ® 10.6 PSI One(1)Head 19 GPM ®19.5 PSI -11 Nominal Wetting Pattern for 18'x 18' Room Recessed Pendent Only GBR Residential 7/16" Two (2) Heads 16 GPM ® 13.8 PSI Centedine of Room— One (1) Head 19 GPM @ 19.5 PSI 8'-0+ Nominal Wetting Pattern for 18' x 18' Room Maximum Maximum Minimum Design Flow (Pressure) Spacing Location Two or More Between From Any Model Sprinklers Wall One Sprinkler Sprinklers GBR 7/16° 14' (or less) 7' (or less) 14 GPM (10.6 psi) 11 GPM (6.5 psi) Pendent 16' 8' 16 GPM (13.8 psi) 12 GPM (7.8 psi) 18' 9' 19 GPM (19.5 psi) 14 GPM (10.6 psi) GBR 7/16° 14' (or less) 7' (or less) 14 GPM (10.6 psi) 11 GPM (6.5 psi) Recessed 16' 8' 16 GPM (13.8 psi) 12 GPM (7.8 psi) Pendent 18' 9' 19 GPM (19.5 psi) 16 GPM (13.8 psi) Finure3 3 Nominal Wetting Pattern for 14'x 14' Room (or Smaller) Pendent& Recessed Pendent GBR Residential 7/16" Two (2) Heads 12 GPM ® 7.8 PSI' Centedine of Room— One (1) Head 16 GPM ® 13.8 PSI 8'-O• Ir 8-' —t--8 0'� _ 16'-0• Nominal Wetting Pattern for 16'x 16' Room Pendent Only GBR Residential 7/16" Centedine of Ri 8'-0• Two (2) Heads 14 GPM ® 10.6 PSI One(1)Head 19 GPM ®19.5 PSI -11 Nominal Wetting Pattern for 18'x 18' Room Recessed Pendent Only GBR Residential 7/16" Two (2) Heads 16 GPM ® 13.8 PSI Centedine of Room— One (1) Head 19 GPM @ 19.5 PSI 8'-0+ Nominal Wetting Pattern for 18' x 18' Room GBR-2 7/16" Pendent & Recessed Pendent Figure 4 Pendent & Recessed Pendent GBR-2 — 7/16" Residential Pendent GBR-2 Residential 7/16" 1 , 1 , 1 , 1 , r i � I Face of Reducing Coupling ( i I Il 2 1/16" 1 3/4" Ref. 1 1/2" 1 3/16" Note: Central's Model 65 or 401 escutcheons may be used. When using Central's Model 65 ceiling escutcheon, the face of the reducing coupling should be 1/8° ±1/16" below ceiling line 3BR-2 — 7/16" Residential Pendent and Recessed Pendent Sprinkler Desian RPauiremPntc Wr1riii-1r1 Spauny oelween sprinNlerS IS Y. 4 Nominal Wetting Pattern lar 12' x 12' Room (or amallor) Pendent& Recessed Pendent GBR-2 Residential 7/16" Two (2) Neada 18 GPM O 17.5 PSI Centerline of Roo—, OM (1) Head 14 GPM O 13.8 PSI, �— T -0--j r , A' • Nominal Wetting Pattem for 14' i 14' Room Pendent & Recessed Pendent GBR-2 Residential 7/16" Nominal Watling Pattem for 16', Wit— Pendent & 8'RoomPendent& Recessed Pendent GBR-2 Residential 7/16" Two (2) H -ft 20 GPM O 1.6 PSI Cente,Ane of Room— l One 11) Head 16 GPM 61 3.8 PSI 1 V, Nominal Wetting Pattem for 18'x 18' Room Pendent& Recessed Pendent GBR-2 Residential 7/16" Nominal Wetting Pattem for 20 x 20' Room Maximum Spacing Between Maximum Location From Any Minimum Design Flow (Pressure) Two or More Model Sprinklers Wall One Sprinkler Sprinklers GBR-2 12' (or less) 6' (or less) 13 GPM (9.1 psi) 10 GPM (5.4 psi) Pendent & 14' 7' 18 GPM (17.5 psi) 14 GPM (10.6 psi) Recessed 16' 8' 18 GPM (17.5 psi) 14 GPM (10.6 psi) Pendent 18' 9" 20 GPM (21.6 psi) 16 GPM (13.8 psi) 20' 1 10' 1 20 GPM (21.6 psi) 1 16 GPM (13.8 psi) Wr1riii-1r1 Spauny oelween sprinNlerS IS Y. 4 Nominal Wetting Pattern lar 12' x 12' Room (or amallor) Pendent& Recessed Pendent GBR-2 Residential 7/16" Two (2) Neada 18 GPM O 17.5 PSI Centerline of Roo—, OM (1) Head 14 GPM O 13.8 PSI, �— T -0--j r , A' • Nominal Wetting Pattem for 14' i 14' Room Pendent & Recessed Pendent GBR-2 Residential 7/16" Nominal Watling Pattem for 16', Wit— Pendent & 8'RoomPendent& Recessed Pendent GBR-2 Residential 7/16" Two (2) H -ft 20 GPM O 1.6 PSI Cente,Ane of Room— l One 11) Head 16 GPM 61 3.8 PSI 1 V, Nominal Wetting Pattem for 18'x 18' Room Pendent& Recessed Pendent GBR-2 Residential 7/16" Nominal Wetting Pattem for 20 x 20' Room GB -R1 1/2" Pendent & Recessed Pendent Figure 6 GB -R1 —1/2" Residential Recessed Pendent I Face of Reducing Coupling Support Cu % �I I I I T I I GB Res./OR Recessed Escutcheon -- -- — 3/4" Max. 3/8" Min. 11ll (1 2" 1 3/8" Max. 1" Min. 1 13/16" i 27/8" Note: Onlythe Model GB Res./OR Residential Recessed Escutcheon may be used. Substitution of other "recessed" escutcheons may impair the operating sensitivity and distribution pattern. Figure 7 GB -R1 —1/2" Residential Pendent 1 Maximum I f I f Minimum Design Flow (Pressure) 1 I Spacing Location Face of Two or More Reducing Between Coupling I Model I I 1 11/16" 2" Wall Ref. Sprinklers 1 7/16" 14' (or less) —1 3/16" , Note: Gentral's Model 65 or 401 escutcheons may be used. When using central's Model 65 ceiling escutcheon, the face of the reducing coupling should be 1/8"±1/16" below ceiling line. Pendent& Recessed Pendent GB -R1 Residential 1/2" Two (2) Heads 17 GPM ® 10.3 PSI — cemedine of Roorl:; One (1) Head 24 GPM ® 20.5 PSI I 14'•0• Nominal Wetting Pattern for 14'x 14' Room Pendent& Recessed Pendent GB -R1 Residential 1/2" Two (2) Heads 21 GPM 0 15.7 PSI One (1) Head 30 GPM ® 32.0 PSI 8'-0• —►I g.0 1 � 16'-0• Nominal Wetting Pattern for 16' x 16' Room GBR-1 1/2" Residential Pendent and Recessed Pendent Sprinkler Desian Reauirements 5 Maximum Maximum Minimum Design Flow (Pressure) Spacing Location Two or More Between From Any Model Sprinklers Wall One Sprinkler Sprinklers GB -R1 1/2" 14' (or less) 7' (or less) 24 GPM (20.5 psi) 17 GPM (10.3 psi) Pendent 16' 8' 30 GPM (32.0 psi) 21 GPM (15.7 psi) GB -R1 1/2" 14' (orless) 7' (or less) 24 GPM (20.5 psi) 17 GPM (10.3 psi) Recessed 16' 8' 30 GPM (32.0 psi) 21 GPM (15.7 psi) Pendent 5 GOR SM 1/2" Sidewall & Recessed Sidewall moael (atsH 5/w 1/z" Recessed Sidewall (bottom view) Face of 3/4° Max. _ i Face of Wall Reducing 3/8"Min. Coupling Model GB Res./QR Recessed Escutcheon • I 2 7/8" 1 13116" ....1 ----------------- ----------------- 1 1/2' I Support Cup 1 7/16" Min. 1 13/16" Max. 2 1/2" III Note: Only the Model GB Res./OR Resident at Recessed Escutcheon may be used. Substitution of other "recessed" escutcheons may impair the operating sensitivity and distribution pattern. GBR S/W 1/2" Residential Sidewall Sprinkler Design Requirements Figure 9 Model GBR S/W 1/2" Sidewall Face of Reducing Coupling 2 3/16" Ref. I Note: Cenbal's Model 65 escutcheon may be used. When using Centrals Model 65 ceiling escutcheon, the face of the reducing coupling should be 1/8"±1/16" below ceiling line. Sidewall & Recessed Sidewall GBR S/W Residential Sidewall 1/2" 4' to 6' Two (2) Heads 17 GPM ® 9.9 PSI 1 -1 o,.,..". _ , One (1) Head 20 GPM 0 13.7 PSI 1"o On —'i 6 -0" � 12'-0" Nominal Wetting Pattern for 12'x 12' Room (or smaller) Sidewall & Recessed Sidewall GBR S/W Residential Sidewall 1/2" 4' to 6' Two (2) Heads 20 GPM ® 13.7 PSI One (1) Head 23 GPM ® 18.1 PSI i Centerline of Room—.I I.v f3 0n I • ., ., 181-0" Nominal Wetting Pattern for 16'x 18' Room Sidewall & Recessed Sidewall GBR S/W Residential Sidewall 1/2" Nominal Wetting Pattern for 16'x 20' Room Coverage Area Minimum Design Flow (Pressure) Two or More Model Width Throw One Sprinkler Sprinklers GBR S/W 12' (or less) 12' (or less) . 20 GPM (13.7 psi) 17 GPM (9.9 psi) 1/2" Sidewall 16' 16, 23 GPM (18.1 psi) 20 GPM (13.7 psi) & Recessed 16' 18' 23 GPM (18.1 psi) 20 GPM (13.7 psi) Sidewall 16' 20' 30 GPM (30.9 psi) 25 GPM (21.4 psi) Figure 9 Model GBR S/W 1/2" Sidewall Face of Reducing Coupling 2 3/16" Ref. I Note: Cenbal's Model 65 escutcheon may be used. When using Centrals Model 65 ceiling escutcheon, the face of the reducing coupling should be 1/8"±1/16" below ceiling line. Sidewall & Recessed Sidewall GBR S/W Residential Sidewall 1/2" 4' to 6' Two (2) Heads 17 GPM ® 9.9 PSI 1 -1 o,.,..". _ , One (1) Head 20 GPM 0 13.7 PSI 1"o On —'i 6 -0" � 12'-0" Nominal Wetting Pattern for 12'x 12' Room (or smaller) Sidewall & Recessed Sidewall GBR S/W Residential Sidewall 1/2" 4' to 6' Two (2) Heads 20 GPM ® 13.7 PSI One (1) Head 23 GPM ® 18.1 PSI i Centerline of Room—.I I.v f3 0n I • ., ., 181-0" Nominal Wetting Pattern for 16'x 18' Room Sidewall & Recessed Sidewall GBR S/W Residential Sidewall 1/2" Nominal Wetting Pattern for 16'x 20' Room rA Installation All Central Model GBR Automatic Sprinklers must be installed according to current NFPA 13, NFPA 13D and NFPA 13R requirements. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. The unit must be installed in the pendent position for pendent sprinklers, and in the sidewall position for sidewall sprinklers. Step 2. Use only a non -hardening pipe joint compound or Teflon" tape. Apply only to male threads. Step 3. Install the sprinkler according to the dimensions shown in the installation diagrams on pages two, three, four and five of the technical bulletin. Install the escutcheon skirt onto the sprinkler prior to its engagement into the reducing fitting. For recessed applications, do not use the push - on escutcheon plate to hold the unit ' Teflon is a trademark of the DuPont Corp. in position. Tpe,sprigkler will only function properly when anchored to the building structure. Step 4. Hand tighten the sprinkler into the fitting. Then use a Central Universal Wrench to tighten the unit into the fitting. A leak -tight joint• requires only 7 to 14 ft.-Ibs. of torque; a tangential force of 14 to 28 lbs. delivered through a 6" handle will deliver adequate torque. Torque levels over 21 ft.-Ibs. may distort the orifice seal, resulting in leakage. Universal Wrench Caution: Special care must be taken when installing sprinklers with a CPVC system. Sprinklers must be installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be taken when installing with a copper system. Sprinklers must be installed only after the inside of the sprinkler drop and associated fittings have been wire brushed to remove any flux. Residual flux can cause corrosion and in extreme cases can impair proper sprinkler operation. Care & Maintenance Sprinklers must be handled carefully. They must not be trans- ported or stored where ambient temperature may exceed 100°F/ 38°C. For best results, store them in a cool, dry location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25 entitled, "Inspection, Testing and Mainte- nance of Water -Based Fire Protec- tion Systems", contains guidelines and minimum maintenance require- ments. Furthermore, the local Authority Having Jurisdiction may have additional regulations and requirements for maintenance, testing, and inspection that must be obeyed. It is recommended that sprinkler systems be inspected regularly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. Do not attempt to re -assemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers may need to be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protection system from service. Be certain to secure permission from all Authorities Having Jurisdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. To remove the system from service mode, first refer to the system operating guide and valve instruction. Drain water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using only the special sprinkler wrench. Be certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immediately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty ©1993 Central Sprinkler Company Printed in U.S.A. Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. (Note: Protective plastic caps for pendent style sprinklers are available upon request.) Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: inch = 25.400 mm foot = 0.3048 M pound = 0.4536 kg foot pound = 1.36 Nm psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 GBR.1 I 4/? -may ?s ae�C aiz- 157 L_Zy?4✓��'r`�" T Job: "LEST --JIM PDTESTIO) 1 724A 14' STUB TOP CHORD 2xG FL #2 BOT CHORD 2x4 FL f1 NESS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS ®24.00 O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.0° O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T 1a (U 1 4 4 p' THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSLUN5) SUM111tu tlY imub1 Hrm, n CONNECTOR PLATES MUST BE INSTALLER IN ACCORDANCE WITH THE n REOUISEMENTS OF I.C.B.O. RESEARCH REPORT 02949. r- 3 4 .5X4 (Ai) T f i 3X4 147 .5 4 B, _I O ER 2 SUPPORTS R=3790 W'3°8 R-221# W=3 8 r 2,/ ,9 . F/ )LT. T - LP NE DESIGN CRIT U13C -- - rrmv A , . - - C= c o o c� a 3IXIMPORTANTi�'1�l°,"ElniREVE"ASIOELEFORAiW WARNING;. --.,r u».9EREcrIw uo aQQ�F�S �y TC LL 16.E PSF O OkS. C9fIATIQ+ FROM 'HIS RESIGN OR THESE SPEOIFICATIOSS, GR MY 1WCEIG. !EE HIB -9I By IPI .SEE TINS CES C/ TC DL 10.0 PSF C= o spume To EUita TAE gauss TH CLfrW4W Q KITH OStBB BY T?1. ASTM Toa AOOttux+IL SPECIAL I+EARAULUT BPAct11. CUTmmilTs. USE5s UTMEIaUOE INDICATED. �p Sc OL .5 •0 PSF C= G O O wax mmacrOTis age mu OP SORA WHY. SIM M:E]I!u AIfR OH 8 EKtEP1 AS LD781. APPLY CM&CIGM 11 EACH FACE OF 000 WALL BE IAUPALLf 04CEO 1I9M _ w1' Yj SC LL 0.1Q PSF 11NW 1M IRAESS 01PERIISE LOCITE0 QI TBIS OEIIGH PGSITION PTR a ugli ss no. IW sI1DA-F. "SIGH STOM&ROS lY AT7ACIE0 PI71400 S+EA1TIl+li BRIfOV 1114 PPm ri_l ►TTACISO MITI clu11e -- . o.car 63d: TOT.LD. 31.0 PSF =nqs MIFOW WAPKICME PH00LUCHS OF NOS C TPI. AN EMIMERS AIRINE TEOmc& UPLIAIE V/1/9l1 FOR PROP DUR. FAC. 1.25 �Lto IRIi AftV o,�iaPv Iir.�� oxr. Ham uorPI ocs auI lit PUSS r;Tics++ cR aalcTff oaUu ,f' C � C� T= G C= C7 O DII SwLi BE A-_ 01 . TRUSS PUTS 111ST]IOIE. ID! - HAI WIICDAI OE![Gq !P[C If [CATttll f'tlI K00D CCH9iPL'GT+OD 9 SPACING 4IF 0TIODo REQUEST FOR AUDITORS CERTIFICATE AND TREASURERS RECEIPT Department: DEVELOPMENT SERVICES -BUILDING DIVI§.iM Date: 6.17/44 PLEASE ISSUE AN AUDITORS CERTIFICATE AND TREASURERS RECEIPT AS FOLLOWS Description/Purpose Fund Title Fund Code Account Code Cash Code Amount DEPOSIT 183BLDG PERMITS BLDG INSPECTION 0090 4210500 101001 6,296.26 DEPOSIT 18BIRE PLNG APPL FEE FIRE PROTECTION 0100 4617240 101001 43.00 DEPOSIT 183SHERIFF DEVELOPMENT SHER DEVL FEE 1800 280 1011811 1,005.00 DEPOSIT 183—WATER TENDER FEES —� BATTALION -1" '�'� T800' ^ � 280 ` "1011802- -- ` `^'200:007 TOTAL 7.544.96 Bag Number: 193 DISTRIBUTION: WHITE—AUDITOR DONNA SPERLING YELLOW—TREASURER PINK—DEPOSITOR PERMIT APPLICANT: ERNEST R WOLFE PERMIT N0: 95-1207 A.P. N0: 11-24-004 DATE: 6/19/95 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and calculations as follows: PLEASE SEE ATTACHED "RESIDENTIAL FIRE SPRINKLER PLAN CHECK" LIST. OUR SPRINKLER SYSTEM PLAN CHECKER NO LONGER WORKS HERE AND I AM DOING THEM NOW. FROM WHAT I CAN SEE, I NEED 2 SETS OF CALCS - 1 SPRINKLER AND 2 SPRINKLER.• I NEED THE PLAN TO BE WET SIGNED BY THE C-16 CONTRACTOR AND I NEED THE MFG'S SPECS ON -ALL SYSTEM COMPONENTS. I ALSO NEED THE PLANS TO SHOW EVERYTHING LISTED UNDER #6. THE SYSTEM MUST BE INSTALLED"BY A C-16 CONTRACTOR. IS HAROLD STIMSON A C-16 CONTRACTOR? THANK YOU FOR YOUR COOPERATION AND PATIENCE. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:30 P.M. & 4:00 P.M. Monday through Thursday. LINDA SEXTON - PLAN CHECKER 6. PLANS 6.1 Adequate plans ,ffiffroffiffiite:hoyvpnplans=The calcs do not need to be on or attached to the plan. Calcs are for plan check only. Stamp one set and keep in file. 6.2. Sprinkler /piping scheme Show on plans: type of sprinklers, location, length of pipe, and size of pipe. 6.3 Riser detail Sbiow a � poaen " clnded MMR i exp. 536 for an example riser attached to a city water main. 6.4 Supply system schematic . 5���'eo`'b`��s"�`�y'`%he�i p 6.5 Pump and tank specifications Pump and tank requirements must be stated on the .plans and then repeated by you in red on the Fire Sprinkler Notes form attached to the plans. FIRE SPRINKLER PLAN CHECK - Residential - L CONTRACTOR 1.1 Proper license to take permit/ design/ install The water supply and fire sprinkler system must be designed and installed a C-16 contractor. This design is based on NFPAI3D requirements T iOfc 1l,.,MMA_ et sign'pl s (stamp is not required), 2. WATER SUPPLY 2.1 Adequate source of water See p. 536 of Handbook.- acceptable water supply sources. Usually (d) a stored water source with an automatically operated pump. P. 535 Sec. 2-1 says that when stored water is used as the sole source of supply, the minimum quantity shall equal the water demand rate times 10 minutes. Per Sec. 4-1.1 p. 555, the minimum demand rate is 13 gpm times the number of design sprinklers required (p. 556, Sec. am mMM --- �= ers .. If the demand rate of the specified sprinkler is greater, use that value. Therefore the minimum quantity of the proposed tank is: 2 X 13 gpm X 10 min. = 260 gals. If=the .tank supplies both the �fue.sprinklei`sysferri:and the 'domesticuse, 5—go 7 (Sec. 2-3, p. 538) is added to the demand rate. ((2 X 13 gpm) +5 gpm) X 10 min. = 310 gals. A166;`916 w wafer alarm must, activate when"the water level falls below`:110% 'of the minimum quantity (Sec..A-2-2 p. 536). These values are written on the Fire Sprinkler Notes form. 2.2 Adequate pressure @ source If city water, is pressure adequate for design? If tank, min. requirement must be stated on plans. See 5. CALCULATIONS below for min. requirements. 3. PIPE AND FITTINGS 3.1 Type of material See p. 545 of Handbook: 3-3 Piping. Acceptable materials shown in Table 3-3.1. CPVC is also allowed and is usually used. See the Central Sprinkler catalog for the equivalent lengths table. 3.2 Size of pipe See p. 566 of Handbook: 4-4 Pipe Sizing. Pipe size is determined by the hydraulic calculations provided by the C-16. See 5. CALCULATIONS below. 3.3 Supports Show requirement and placement. 4. SPRINKLER HEADS 4.1 Location per code See p. 574 of Handbook: 4-6 Location of Sprinklers. Sprinklers are required in all areas with 5 exceptions. These exceptions are important. 4.2 Spacing/ coverage See p. 558 of Handbook: 4-1.4 Sprinkler Coverage. Maximum coverage and spacing as stated in NFPA 13D must be used unless the sprinklers are rated for greater coverage and spacing. See the manufacturer's specifications for the sprinklers provided by the C-16. 4.3 Type specified The sprinkler head type must be shown on the plans especi0y:-if more than one type is used. Check the manufacturer's data for the K -value and compare to the C -16's talcs. 5. CALCULATIONS 5.1 Static ® source See p. 572 of Handbook: Figure A-4-4.3(2) at the bottom of the page. Calculation sheet for booster pump supply systems. This information will be in the calcs provided.. 5.2 Head loss See p. 573, 567-568, 572 and 577-578 of Handbook. P. 573 gives the calculation procedure requirements for pump systems. P. 567-568 outlines the method of calculation. P. 572, Figure A-4- 4.3(1) is a calculation sheet. P. 577-578 shows an example calculation. Most C-16 calculations are similar in format and easy to follow along and check. Verify elevation losses, losses for piping (equivalent lengths), and losses for fittings (see attached "Fitting Models" for clarification of type of fitting). 5.3 Adequate residual for head See p. 555 of Handbook: 4-1.1 Design Discharge. The required design discharge (the flow) is 18 gpm to one sprinkler (farthest from the supply) and 26 gpm for two sprinklers (in the same room farthest from the supply). (Add 5 gpm to these values for systems that supply both sprinklers and domestic supply.) The greater of these values or the sprinkler requirements must be used in the calcs.'The� - must do the --calculation for aeacgk�44-4casa a Mostdesigners_ calculate:the-`two:sprinklers faithesf::from { su 1 ` regarddless if _ .e,,' Ike _same•I55f �s ^&conservative P. 573 shows the calculation to determine the pressure required by each case. Q = the flow. K = the K -value of the sprinkler. The pressure provided by the system must be greater than this calculated P plus the losses (see 5.2 above). Write the design pressure requirement on the Fire Sprinkler Notes form to attach to the plans. N 1 [=hs t , PERmi 5-1687 t R. rnger Ln., ParadiseSF +� e ® 9 Qs ani OFFICE COPY Address G r By Date ELECTRI Meter By D�� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIO 7 County Center Drive - Oroville, Calitornier. 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT �- ASSESSOR PARCEL NUMBER 01 1-240=M4 POR ZONING USH BUILDIN ERMIT OWNER ERNEST R WOLFS TELEPHONE 899-1355 SQ, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1 RIVER OAKS DR CHICO 95926 CONTRACTOR'S NAME �ZXW" UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIWOWN Total Valuation $ LENDER'S MAILING ADDRESS Fling Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS ( Penalty $ BUILDING ADDRESS HA 5106 CLIFFHANGER LN PARADISE PERMITFEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF LTJ Duplex ❑ Mobilehome ❑ Other SPECIFY I Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ 1 Describe Work: NEW ELEC SERVICE Mobile Home SG W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Serviceeoov OR LESS3.00 ( 200A OR LESS ) 23.00 Main Service ( 200A TO IOOOA ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1 ° 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 NEW CONST. DWELLING OCCUR SO. O( 8 ACC. ) 3.52 Fr. NEW CR CNS. UTLEBLDS ONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAIL 0 .e0 Ex. Occup. ( OUFIXED TLETSPRESD.OEA ) 5.00 - Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 43.00 Contractor 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 MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shallTOTAL 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.-. wor ers' compensation provisions of section 3700 of the Labor Code, I shall forthwith cT a provisions. ply with t30 -1 X -. Date _ 7/11 Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavation over 60" deep and demolition or construction structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE FEE $ 43.00 HAZ. D. FEES IMP FLOOD coF PARCEL PD HD IssuE 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 7//1of 7 f PERMITEXPIRESON (Date) 1 / Receipt No. /L'r WHITE-D.D.S.-B.D. CANARY'' -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I� COUNTY OF BUTTE -DEPARTMENT OF DEVE1,OPMENT SERVICES -BUILDING DIVISIO 7 CountyCenter Drive - Oroville, -California 95965 - Telephone 916) 538-7541 PERMIT No. p APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER _249-994 PORT ZONING USH BUILDIN ERMIT OWNER ERNEST R WOLFE TELEPHONE 899-1355 SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1 RIVER OAKS DR CHICO 95926 CONTRACTOR'S NAME NZKNNND UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS I Fireplace CONSTRUCTION LENDER UNI(NOWN LENDER'S MAILING ADDRESS Total Valuation Is Filing Fee Permit Fee $ 20.00 $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADORESS 5106 CLIFFHANGER LN PARADISE PERMITFEE $ PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF q Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW ELFC '-;F.RVT('.F Mobile Home I S I G W @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filinq Fee 20.'00 Main Service ( 20000v A OR LESS OR LESS 1 2 / 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 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. ' 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 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. ) SO. 3.50 FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES ) 20 Q 1.00 BAL .00 Ex. Occup. (FIXAPPLN .OR 5.00 OUTLETS Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE s 43.00 Contractor WORKERS' COMPENSATION DECLARATION I 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 MECHANICAL PERMIT Filing g Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number ! (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall ` not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the wor ers' co sation provisions of section 3700 of the Labor Code, I shall forthwith co ply ith tho a provisions. X Date _ 7/11 y 5 _ Signature of Applicant - Owner ❑Contractor ❑Agent An OSHA permit is required for excavation over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL PO HD I ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have Byzf!Date �z L = PERMITEXPIRESON applicable provisions Resolutions to do work been paid. I �VT4 At,-) Receipt No. �� WHITE-D.D.S.-B.D. CAN RY ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT