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042-100-068
, OVBPE-M]JAUVGUI, FRANKCA 1469 GODDARDS WAY, CHICO'-�4 44NEW',SF & ATTACHED GARAGElo 6) *mow � �I, FRANKDETACHED SHOP ' ~042-1 -0-068 -JAUREGUI, FRANK 93-4003B� FIRE SPRINKLERS/SF042-100-068 PERMIT#94-3210JAUREGUI, FRANK1469 GODDARDS WAY, CHICO..,GAS HTR & METER FOR SHOP ot ' .� " m � �x rya. RESIDENTIAL f„ 042-10-0-068 93-4003B JAUREGUI, FRANK 1469 GODDARDS WAY, CHICO j CONTR: BILL SQUYRES ! FIRE SPRINKLERS/SF r V. JOB FINALE Signature k J=OK " O = Not OK -=Not Applicable Not Ready 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: / P11t. / /"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 I ;• 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- Bea ms- 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 B-1 Date Card B-1 J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL,- (; = Date UNDERFLOOR (Plans) OK except ti's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -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 ti'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, 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 ti's 22. Fixture & Transformer Clearance -Ins. Protection ---- ---- ----------- ---------- ------------------- -------------------- - 23. Dec. Receptacles Spacing -Lights & Switches at DQors 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. 2 Appliance Circuts in Kitchen & Conductor Size/GFI -------------------------------------------------------- 28. Subfeed Wire Size / r ga. Cu or AI-A.C. Wire Size r / ga. Cu or AI - ----------- ---------------------------------------------- 29. Range Circ / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ---------- ------------------------------------------------ 30. Service -Riser Conductors & Ground -Main Disconnect 31_ Equip_Clearances Panels-Motors-Mech. Equip. - ----------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light --- - - -- --- ----- -- -- -- -------------- ---------- ---- - -- -- 33. Smoke Detector ------------------------------- -------------------------------------------------- Date ---------------------------------------------------------------------------- Date Card B-1 Date Card B-1 - -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ti'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 4'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 Ceilings -Stairs -Chases -Tub --------------------------------------------------------------------------- 44. Headers & Beam -Size & Bearing Tingle & 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 -f 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 ------------------- 5T Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth __ 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixi & 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 ------- ------- 77. Insulation -Foam -Looked in Attic ❑ Yes ------------------------ 78.-Guard-Rails & Deck -Const ruct ion -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 _-0-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 ------------------------ ----- - 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 - - - - - - ---- -- --------- --- -- DCard B-1 Date Card B-1 --- ate ------------------------------- -------- - - 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 Cent`r Drive - Oroville, California 95965 - Telephone (916) 538-7541® PER MIT NO. APPLICATION AND PERMIT l'�—' ASSESSOR PARCEL NUMBER 42-10-68 A-5 WNING BUILDING PERMIT _ OWNER FRANK JAUREGUI TELEPHONE 891-6328 SQ, FT. OCC. BUILDING VALUA OWNER'S MAILING ADDRESS 3020 CORONADO CHICO 95926 2474 3,958.40 CONTRACTOR'S NAME BILL S U ES TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER SACRAMENTO SAVINGS UNKNOWN Total Valuation s 3,958.40 LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 63.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 40.95 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1469 1S WAY PERMIT FEE $ 123.95 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20'00 TYPE OF WORK New ❑ Addition O Remodel O Utilities ElInstallation ElOther ❑ Describework: FIRE SPRINKLERS PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR AODNS. ( & ACC. BLDS. ) 3.50 SFTO.. CONTRACTORS LICENSE LAW I de tare under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and rofessions C d and license is in full forced ef�ect. License No. 1 Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) �I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NDN-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAD la 1.0050 Ex. Occu UT FIXED (RESID OR p (OUTLETS IRESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. AI shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood JE6.50 Ventilation PERMIT FEE S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said CouAnouence of the granting of this permit. � X Date /,2 ^�— Signature of Applicant - Ll Owner Contractor Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE �— TOTAL FEE $ 123.95 HAZ. I D. FEES I IMP FLOOD CDF PARCEL PD I Ho I IVU 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. DIRECTOR OF ORKS BYDa;�& PERMIT EXPIRES ON 1 (CAtel Receipt No. 154040 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT /^ -� ( 1• COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION V s 7 COUNTY CENTER DRIVE - G�,'ROVi CALIF IA 95965 -TELEPHONE (916) 538-7541 PERMITAPPLICATION DATA SHEET OWNER \ F 2 A N IL :TA LA 2 f e. A. P. No. q 2 - (y - r0S Proposed Building Use Fitz g C�, P 2 (/V I1 c j 2- Building Inspector G Date At time of permit application; I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. ........... Y(3 )Complete plans, 3/4 sets, signed by preparer of plans . ................... Engineered plans and calcs, 3/4 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: r 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ...P;i;4�eon reqs 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 pickup at C office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date �a 'o2�-cj Copy of Haz-Mat form sent, Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted pripr to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 41 2. Additional items required: e 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 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 • G: Residential 7/16" Concealed o Pendent e Recessed Pendent • Residential 1/2" Pendent • Recessed Pendent .*.Residential 1/2" Sidewall e Re;Cessed Sidewall r Glass Bulb Automatic Sprinklers f Manufactured by: Central Sprinkler Corporation 451 North Cannon Avenue, Lansdale, Perinsyhiania 19446 Product NF'I-A 13R Standards. Th,�y are av;Jlable in 7/16" and 1/2" orifice Defi� '��'Q1�� sizes, and a 155"F/68"C temperature �u�' 6N eating. 1he Model G13R Sprinklers, -The Central Model GBR Automatic escutrheons, and concealed plates #r Sprinklers embrace the ultimate in nre available in brass or chrome Et .8 advanced design features. Theyplaled and white painled. vrith incorporate the latest in glass bulb additional special painted finishes technology, which result in a nu+Clt smaller available. ti more attractive sprinkler. Tl,e operating Operation: The glass bulb Capsule mechanism consists of a liquid -filled 3 mm operating mechanism conl:iins a heal - diameter frangible capsule that is only 2.0 sensitive liquid that eyparlds upon cm in length. nix-lication of heat. Upon +enching the The Model GBR Automatic Sprinklers !a!ed !empeiaLrre, thy; frangll.rle are intended for installation in accordance r:apsule ruplures thereby mleasing the with current NFPA 13, NFPA 13D and orifice seal. 'I'he sprinkler then 'ti:•f discharges water in a predesigned Technical spray pattern to control or extinguish the:. lire. Data Residential Applications i•{, L ;The Model GBR Automatic Sprinklers are ii ed for Residential Applic..ations in r; t accordance with NFPA Q. NFPA 131), and.ldFPA 1313. :i Model 8 Deflector style Nominal K•Factor Temp. Rating Approved Escutcheon ModelGBn Finishest ri is.;i'I:+le(1' Approvals LIL Thtead Size (NPT) 1'2" Length 2" Width 1" GBR 4.3(7/16") 155"F/60"G Concealed (cover plate) rauomePlatr;d' i 135•'F While Painted' �GBBR .3 (7/16") 15517/68"C Model Il1+ass Plated UL 1 2" 2" 1" Pend'eht-&, GI?Res./Qn civomr.Plated -Re essed, 11dessed While Pendent GB -R1 5.3(1/2") 155°1-/6£3"C Model Boars Plaled UL P2" 2" 1" -Pendent-& G13 Res.i(7R Chrome Plated Recessed., Recessed White Pendent GB -R 5.3(1/2") 155°F/68"C Model FlrassPlated UL ?/2" 2" 1" Sidewall & GB Res./nR Chmme Plated Recessed Recessed White Sidewall t Off white and othercuslorn finishes available upon rn(Iuesl. ` Coverplate only. custom finishes available upon regur?!;l. Highestallowableambienttemperaturefor sfornp : ll)rr F ?II'C for iSS'F/68'(:sprinklrvs Highest allowable ambient leml:reralure forstorage r.,l cover plales: 100"F/38 C + Maximum working pressure: 175 p..^.. i. F;aclur y hydro Test: lOL!"� (� 5C101 . s. i. ►: Design I � I t 1 `;: ► Data Design Requirements- Residential Applications (GDR Pendent Sprinklers) ' Model Maximum Spacing Between Sprinklers Maximum Location From Any Wall Minim(nn Design Flow (PresSLlre) Two or More 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) Sidewall •1 , 18' 9' 19 GPM (19.5 psi) 14 GPIv1 (10.6 psi) GS -R 1/2" 14' (or Less) T (or Less) 14 GPfA (10.6 psi) 11 GPM (6.5 psi) ecesse . 16' 8' 16 GPM (13.8 psi) 12 (311vi (7.8 psi) endent Li$a 9' 19 GPM (19.5 psi) 16 G -PM (13.13 psi) GBR 1/16" 12' (or Less) 6' (or Less) 12 GPM (7.8 psi) 10 GF'M (5.4 psi) Concealed 14' T 16 GPM (13.8 psi) ;i) 13 GPM (9.1 psi) lkf61 8' 19 GPM (19.5 psi) 14 GI'M (10.6 psi) GB -R1 1/2" 14' (or Less) 7' (or Less) 24 GPM (20.5 psi) 17 G11M (10.3 psi) Pendent a' 16' 8' 30 GPM (32.0 psi) 21 GPM (15.7 psi) G11-111 1/2"' 14' (or Less) T (or Less) 74 GPM (20.5 psi) 17 GPM (10.3 psi) Recessed 16' 8' 30 GPM (32.0 psi) 21 GPM (15.7 psi) Pendent 1 Design Requirements- Residential Applications (GBR Sidewall Spi inklers) i r .y t Model Coverage Area Minimum Design Flow (Pressure) One Sprinkler Two or More �. Width Throw Sprinklers GB -R 1/2" 14' (or Less) 14' (or Less) 27 GPM (26.0 psi) 19 (=PM (12.11 psi) Sidewall •1 , 14' 16' 30 GPM (32.0 psi) 21 GPM (15.7 psi) GS -R 1/2" 14' (or Less) 14' (or Less) 27 GPM (26.0 psi) 19 GPM (12.8 psi) Recessed Sidewall Only the Model GB -R nesidential recessed escutcheon may be used. r,t , 1• Installation j • 1 All Central Model GBR Automatic Sprinklers, -must be installed according to current NFPA 13, NFPA 13D and NFPA 13R requirements. Deviations frons these requirements and standards or any alteration to the sprinkler itself will void any warranty i niade by Central Sprinkler Corporation. In addition, inslallation 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. Cli(-ck for the proper model, style, orifice size, and ternperglure rating prior to installation. Install sprinklers after the piping is in place to avoid 11 6 mechanical damage; replace any damaged units. Wet pipe systems must he 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. Tlie 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 skirl 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 in position. The sprinkler will only function properly when anchored to the building structure. Step 4. {-land tighten the sprinkler into I.he fitting. Then use a Central Universal Wrench for pendent sprinklers, and a Central Combination Wrench for sidewall sprinklers, to -tighten the unit into the fittin9, , A leak -tight joint requires bnly 7 to 14 ft. -lbs of torque; a tangential force'of 14 to 28 lbs. delivered through a 6" handle will deliver adequate torque. Torque levels over 21 ft. - lbs. may distort the orifice seal, resulting in leakage. 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 ' Teflon is a Iradernark of the DuPont Corp. •1 MP VS■^( -S } P POTTUZ VANE TYPE WATERFLOW FOR SMALL PIPE SWITCH WITH RETARD Potter Electric Signal Company Notier Eleeiric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, Mo. 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321 / (800)325-3936 (416)441-1833 - UL & ULC LISPED t . STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO 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 singlepole 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 downstrearn of the device. The flow condi- ( Eai� . tion must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devicds may be rrxwnted in a hotizontal 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 installers within 6" of a valve, drain or fitting which changes the direction of the waterflow. Thounithasa1"NPTbushingforthreadinginto anon corrosive "TEE". See figure 2 for proper "TEE" size, type and installation. Service Pressure: Up to 250 PSI Minimum Flow Rate for Alarm: 10 GPM Maxlmum 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, Firs pipe sizes - 1", 1'/a", & 1 Yi 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 Ono or Two Family Dwelling NFPA-13D Rosidentlal Occupancy up to 4 Stories NFPA-13R Central Station NFPA-71 Local NFPA-72A Auxiliary NFPA-72B Romolo Station NFPA-72C Proprietary NFPA-72D Optional: Cover Tamper Switch , order Stk. No. 0090018 Kit for Outdoor Use: Order Stk. No. 1940036 Screw file 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 riot rub the inside of the 'TEE" or bind in any way. 1 lie 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 "TEL" filling 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 orthe 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 "TEL" that they are to be used with. The proper paddle awl be used. The screw that holds the paddle must be securely tightened. plus mnm�w am== MEMOM NWMWM�11�191 011181110M 11111111115 PRINTED IN USA REV D BULLETIN 802 PAGE 1 OF 2 VSR-SF PoTrERk VANE TYPE WATERFLOW FOR SMALL PIPE SWITCH WITH RETARD >A. FIG. 1 00 NOT LEAVE COVER FIG. 2 OFF FOR EXTENDED RETARD ADJUSTMENT•TO PERIOD OF TIME :' _ SCREW TIME DFVICF INTO TI1E'TEF' FITTING A9 SHOWN BELOW CARE MUST BE CHANGE TIME. TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS. A 'B' SETTING IS USUALLY ADEQUATE FOR THIS. FAC- TORY AGTORY SET AT'B'. L DIRECTION OF WATERFLOW DWG. 16400737.31 CAUTION: THERE ARE 8 PADDLESFUR- NISHED WITH EACH UNIT. ONE FOR EACH SIZE OF THREADED. SWEAT OR PLASTIC 'TEE' AS DESCRIBED IN FIG. 2. THE PROPER PADDLE MUST BE USED. THE PADDLE MUST BE PROPERLY ATTACHED (SFF DRAWING THIS FIG.) AND HIE SCREW THAT HOLDS THE `. PADDLE MUST BE SECURELY : TIGHTENED. �. c5 r MOUNT SO ,\ ARROW ON BUSHING �r POINTS IN T_I DIRECTIONOF WATERFLOW 'NPT ;IIIEADED FITTINGON 11 ALI. SIZES DIRECTION OF WATER -LOW _ I 1� RUN OF It IE TEE MAY 'Rrnrnn[D on . SWEAT TYPE DV✓CI. $64008012-30 GNU LIQtI 'TO PFIEVENT LTAVA,,L" ACI'LY TEFLON TAPE SERI ANT TO MALF 'I HI IL•AOS ONLY. 00 NOT USE ANY OTHER TYPE OF LUGR'CANT On S[ALANT. APPROX. RETARD BE.1-TINGS (IN SEC.) 0 A 0 C D E 0 10.25 20.40 35.55 50-70 6190 FIG. 3 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL \' 11 .r.OMTNG oVS GWOC DWG. 05400710.31 TAKEN t0 PROPEnLY ORIENTATE THE DEVICE FOR THE DIRECTION OF THE WATER - FLOW. �o APPROX. 1 11/16" �J —I— L IIDEPTH III . DWO. 0 FAD0735.33 IMI_011JAILL. II IF OFP 1 H TO TIIE INSIDE BOTTOM OF THE 'T'EE' SHOULD HAVE FOLLOWING 01t,WNCION$: APPROX. DEPTH REQUIREMENT "I F.F" SIZE THREADED SWEAT CTS, POLYBUTYLENE CPVC V X V X 1' 2 1119' 1 314' WA 2 1/4' 1 114' X 1 114• X 1' 2 7116' Q 7/18' WA WA 1 117.' X 1 Irl- X 1' 2 11/16' 2 1/4' 2 ItZ WA CAUTION AN UNINSULATED SECTION OF A SINGLE CONDUCTOR IS NOT PERMITTED TO BE LOOPED AROUND THE TERMINAL AND SERVE AS TWO SEPARATE CONNECTIONS. THE WIRE '.'UST BE SC V EKED TO SERVE AS TWO SEPARATE CON NECTIONS, 1HEREBY PROVIDING SUPERVISION OF THE CONNI_CTION IN THE EVENT THAT THE WIRE BECOMES DISLODGED FROM UNDER TERMINAL. FIG. 4 TYPICAL ELECTRICAL CONNECTIONS LOCAL BELL- SI11.T 11 / 1.IASS D TRANSFORMI,R OR (I.W OF 11111 RESISTOR) BATTERY POWTRtD CI.J. (SEE 11010 _a - EN ON�' rI OSE ON LINE ALARM 1 ALARM � 1 ALARM RESISTOR l NOTE: FOR SUPERVISED CIR- t CUTTSSEE'SWITCHTERMINAL t SIGNALING DEVICE UI `F.RVI'�[ D LOOP CONNECTIONS' DRAWING AND (SEF IJOI E) CAUTION NOTE (FIG. 3). ACTSWITCH—� TYPICAL SWITCH FROM OPI.N ON��CIOSE ON TO ADD'L OPEN ON 1�%.���CLOSE ON ALARM ! ALARM PANEL COITIR01- ALARMnIARM DEVICES OR RETURN TO C014TROL V` _�� DWG. 06400781.16 NOTE: The Model VSR-SF has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. TESTING The Frequency of testing for the model VSR•SF and Its associated protective monitoring system should be In accordance with applicable NFPA Standards and/or the authority having jurisdiction, but under no circumstances less than bimonthly. a . BULLETIN 802 PAGE 2 OF 2 PRINTED IN USA 1 i r � .1 1 i�•1 r ,5�► J l.9 ., tl .ir Y 1 • 200 1b. bronze chock 1 r , Htlrizanral Swinu • Regrinding 10e • Renewiihio Disc 200 PSI loon -Shock Gold Water KT -403-W NPT to NI'T FART SPH:II ICAI ION 1. T Hnn,;r. S It.1 8•(i:'. ,t Rod)_. ho :•e ?,SIM 81i2- 3. Not)c Pin hrm,: 'SIM 8.110 Agny 1. uda or Wn WI. (b..vrliol It IJ�! rl4y fiCu;Ul 1 Diir.. Han,•nti I:•nriL ISIM 8•(12 5. H^ngrr N,;1 Nooi: ASIM 8.9i Allciy I; I; ;p• li. 11 I�:nit��,�;ll.t B{,Z•y •--. KT -403-W NPT to NI'T (_;cullctnn : tc.l c;l.wcificatioll: M S 8O NIATFnIAL LIST FART SPH:II ICAI ION 1. T Hnn,;r. S It.1 8•(i:'. - 2-" Rod)_. ho :•e ?,SIM 81i2- 3. Not)c Pin hrm,: 'SIM 8.110 Agny 1. uda or Wn WI. (b..vrliol It IJ�! rl4y fiCu;Ul 1 Diir.. Han,•nti I:•nriL ISIM 8•(12 5. H^ngrr N,;1 Nooi: ASIM 8.9i Allciy I; I; ;p• li. 11 I�:nit��,�;ll.t B{,Z•y •--. %. S-'11 (11:-J' I' 11,1)"1 (I i l - • � r' 1 9 Iringp ho I'Oni ... . _. 6'11m.•1• R$(M J B•1.1t 1 r lny �:d:,rht 'IU. Fea( ilia %'•:t4•.1 G:;IA1 6 17S Alloy C015(4) —^ 11/2 e , r (_;cullctnn : tc.l c;l.wcificatioll: M S 8O NIATFnIAL LIST ti I AIN jL AMERICA 1(*T-463-w titrt:..aded DIPALf1`�I(: )1•J`,•; FART SPH:II ICAI ION 1. Roancl Hnn,;r. S It.1 8•(i:'. - 2-" Rod)_. ho :•e ?,SIM 81i2- 3. Not)c Pin hrm,: 'SIM 8.110 Agny 1. uda or Wn WI. (b..vrliol It IJ�! rl4y fiCu;Ul 1 Diir.. Han,•nti I:•nriL ISIM 8•(12 5. H^ngrr N,;1 Nooi: ASIM 8.9i Allciy I; I; ;p• li. (A:.r. HnlGri I�:nit��,�;ll.t B{,Z•y •--. %. S-'11 (11:-J' I' 11,1)"1 (I i l - U. Seal Ui:,c kui 6.on;c ,:.`;11,1 8.16. nr L' 9i t?i,y CGS:anl — •1-- 9 Iringp ho I'Oni ... . _. 6'11m.•1• R$(M J B•1.1t 1 r lny �:d:,rht 'IU. Fea( ilia %'•:t4•.1 G:;IA1 6 17S Alloy C015(4) —^ ti I AIN jL AMERICA 1(*T-463-w titrt:..aded DIPALf1`�I(: )1•J`,•; 1Vf:IGI I I :•� (al I,�rd I I•i"IF S —Mosler Nominal Ulntr.n�.inas -- Wn WI. (b..vrliol (L,•tuliI b4 2"1 I :r t 11 - JJ i, Sv, I'•i (1' III SO _ Ni 11/2 c _.2 .. _—III 2 51,1 3'}.e a •1 . —~III--- �2'�• 5�•1F 12.0 1 v ":1 91.1 6.'4 18.2 I -- 1lIIP:1? chrck 1�+L•r:: m:=_y b(: in541111•I in Lille li,w v1; yr ,ui.l nrril:nt ImE•^ kills up :Lo, .,,1 In .11"y in(rnnelli.-Ile (Kldlit)n } r'JILICO ING., I'l-K1'IART, INDIANA is 0009 13014,D11VC fjU7,rt. 'BELLS PEA -AC &-PBD-DC Patter' Electric Si,jfial Company Potter Electr',C.Signal & Mfg., LTD 2081 Craig Fid.,/P.O. gox'28480 1967 Leslie Street St. Louis, MO 63146 Don Mills, Ontario, Ci6ada M3'B'2M3 (314)878-4321 (800) 325-3936 (416) 441-1833 UL LISTED, PM APPROVED Sizes Avi,ilable: 6", 8", and 10' Voltages Available: 24VAC Nr 120VAC A 2VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alaim General 8ig'nalin*g Burglar Alarm..' Environment: Indoor or Outdoor U 'Se6 notes) -40' to 150°F (6utdoQ' r use require weatherproof backbdx)"'... Termination: 4 No: 18AWG stranded wires'. Finish: Red powder coating Optional: Model BBK-1 wea!hproro6f badcbox. These vibrating 111pa bells are designed for use as tire, burglar, or ger.E-ral signaling de -vi,--,::* They.have l6w''power .consumption and high decibel ratings. T1 ie unit rri)ants on a standard 4" square electrical b,)x iorindoor'u'sie', orona model BBK-1 weatherproof backbox for outdoor ap1plic-1-ilions. AL.1- DC BELLS ARE POLAW I IAVE 61 liff-IN I -RAI PR^TE(,;TION: Size Voltage Model i1c, Stk,. No. cu 6 'I 2VDC F 4 012 .13 17060 11 -2 8 12VDC F 170801'L 10 12VDG 1`13012 10 1710012 6 .24VDC F1.1,0246 170170x;0246 PH024;3 '1708024 10 _4VDC Pi 30 410 1710024 6 24VAC PF"A246 .180(30:m 8 _4VAC PML 1808024 10... 2-11YAG FBA241'i 1810024 -l20V.AC,' PI iA 12o6 180612o 120VAC JF111M 208 1808120 10. . 120VA(; PHAl2oii,., 18101:':) rent (Max.) FYPical dB. Minimum dB (_,:P 10 Fr.. ca.10 -Fr. 12A ..85 .i2A 90 75 12A 92 .00A 87 :75' .06A !91 .06A 94 79.- 17A 91 - .17A . 94 75. 05 A 92-. .05A .05A 99 Weatherproof bac*uox modet BBK-1 SLK. No. 15(10001. Notes: Minirmu'r.ridS rafihgs are c�m, calculated Iroiiiie,�-ri[L�c'jsound pi-8SStire rilaasimmadeementmadeat Underwriters '-1J�*k*bor-dto'rie*s as '..."'S , r�aqif'ied- in. UL. S"tandard- 4�i-l. UL ie mpz?; a,,Iry rang. is -30* to l 50T. Tyj;i-J�, dB ralin,-, ara calcuialed Jror-n mie,.&F Whh'a mnvkuliond�c6nd le*vel matiir and are 0n'eR;'atiVo_T*puW levels in an ac;%; C501 77&F- PAGE 7 OF 2 Weatherproof bac*uox modet BBK-1 SLK. No. 15(10001. Notes: Minirmu'r.ridS rafihgs are c�m, calculated Iroiiiie,�-ri[L�c'jsound pi-8SStire rilaasimmadeementmadeat Underwriters '-1J�*k*bor-dto'rie*s as '..."'S , r�aqif'ied- in. UL. S"tandard- 4�i-l. UL ie mpz?; a,,Iry rang. is -30* to l 50T. Tyj;i-J�, dB ralin,-, ara calcuialed Jror-n mie,.&F Whh'a mnvkuliond�c6nd le*vel matiir and are 0n'eR;'atiVo_T*puW levels in an ac;%; C501 77&F- PAGE 7 OF 2 c -p.,) P C)1TEf� FIG. 1 BELLS ca u'vzoo��TrF D .NkfiENSIONS BELLS PSA -AG & PBD -DC FIG. 2 - WEATHERPROOF BACKBOX''::. ' SOX Hi,s ONE THREADED 1Z CONDUIT ENTRANCE i 3 Z/fr. ta�31. f OwC. 5404 i 76- 0 DWG. 54-007.76=30 ' FIG. 3 . . WIRING (REAR VIEW) _ OBSERVE i'Ot.ARnY ON D.C. BELL:; RED (W) Rco .(o UT) r X. � FROM CONTROL. PANEL � f TO NJ T BE1L OR � 4 OR END -OF -UNE ...::_ �nEc�71Nc Bpi 0,51STOR &LACK (IN)`v` e.,,CK (ou-i i ONC. F54.00776-30.-_ Ncte i,I(� Observe polarity to ring D.C. Sells.. 1'Ihen electrical sup rvision is required; ..;• Red �cires positive. (1) ust .n �rnu out Dads as shown_ Black wires n_-gative - INS'i•Al.LAT.ION ti..The'beli should be mounied a minum of 8 It. from the fkx6ror as close to the, ceiling as Possible." - 2_ Remove the gong. - 3. Connect wiring (see Fig. 3). a. Mount bell mechahi;;rn to ac - =_ 8..'Reinstall the.goog (be sore that the gong positior,ing pin, in-th4 mechanism housing, is in the hole in the gong)::.:': j. •' . ' 6. Test all bells for proper operation acid "o_bs: rve .that they ran be heard wl-)erE: re qu;red:(bells must be fieard 'areas as designated by the authority havincl 776 rr` 2 Or Fide Angle Single'Flom Switch ORDERING INFORMATION P$rt NP — NIrtlltler Rellnp volt1vt M&jL Amps Max. Amps r wd BhIR Runnlnp 1 Sltrtliq ( lnnylh Wt. ()be.) NORMALLY CLOSED CONTACT Fon "PUMP DOWN- OPERATION FW217-1rM to i;s- 13_-- PW217.1070 1/2 115 13 40 �p 2 PW217-1oea 1 23e _ �PW217.1116 _ 13 _ 20 24` 2 1 - _ PW217.1128 2 2'y') - -- IS -- - - 35 2o 2 fwV217•t708 to tts - 13 40 kl 3 Pwz 17.1718 1 23) 1 -- 20 30 3 PW217.1726 1 1 l8 16 S�� �p -- 3�' PW217.1730 2 230 ' 9 ... _.. .38 NORMALLY OPEN CONTACT FOR I -PUMP UP" OP[ftAnOrl-_r—— PW217.1e08 112 113 _ 13�_--J0 L CONMOL PAM PILOT DUTY SWITCH PW217-late WA Ity230 t3 —wA 20 Y 22 CpUNty .t� GENERAL. DESCRIPTION ` The wide-angle single float switch provides automatic pump operation when directly controlling smaller lift and sump pumps, and alarms I'mwater and sewage systems. It consists of one float. a cord with piggyback plug, one large mounting strap, and two smaller adjustable mounting clamps. Since do control Is necessary, the pump switch Is easily Installed: $Imply attach mounting strap to discharge pipe, and plug In the cord." The switch Is affected by turbulence and should be mounted In a non - turbulent loc dlon. FEATURES * Directly controls pumps up to 2 HP - .. no control panel needed ® Small enough to operate where space is limited ® Epoxy sealed switch and cord conductors *Not sensillve to rotation- n0 "up* side * Adjustable purnpinri range tai Entire unit (control as well *e cord sst) UL listod and CSA certified Qj SPECIFICATIONS C', -,rd: Roxlbie, 2 -conductor (UL) SJOW- A-SJOW (CSA) neoprene, water resistant, with molded piggyback plug Float: Thick wall, cion-cortoaive PVC ' plustic for use In liquids up to 140°F NOTE: This pump control should be used only wittl pumps equipped with integral ovedoad protection. /J Horizontal Multi -Stage JetlCentrifugal PI s M Design series t _ Motor Approx. HP No. Suct. Drivt, Disch. Stages Voltace Wt. Lbs. 1/2 HMSC 1-1/4" 1" 11'_ 2 115/230 46 _3/4 HMSD 1-1/4" 1" HMS Series pumps are available in i'±lh HMSE 1-1/4" 1" — 1/2,13/4, 1 and 1-1/2 HP models for a 1-1/2 1-1/4" 1" wide range of applications in deep .., oi'shallow wells. In shallow wells (to 25 ft.), sell -priming jet pumps ` develop pressures exceeding 60 P i and offer capricities to 57 GPM. Deep well applications accom- modate (to 160 ft.) single or double pipe installation — 2", 3" and 4" piping. These develop pressures to • 130 PSI and offer capacities to 26 GPM. Trouble-free automatic pressure regulator is available for deep well applications. Pump may also be operated as a self -priming , centrifugal (to 25 ft.) to provide a wide range of high pressure pumping capabilities ... with heads to 167 feet...capacities to 62 GPM. Applicatio v:-�- �... Water systems and sprinkling for homes, farms and cottages Materials Body — one-piece rugged cast iron Pump and motor shaft — stainless steel Impeller — Lexan" Diffuser — corrosion -resistant cast iron Ordering Information r CatalogPipe Tappinzcs_ _ t; Si_ _ Motor Approx. HP No. Suct. Drivt, Disch. Stages Voltace Wt. Lbs. 1/2 HMSC 1-1/4" 1" 11'_ 2 115/230 46 _3/4 HMSD 1-1/4" 1" _ 1 2 115/230 50 i'±lh HMSE 1-1/4" 1" — — 1" 2 1 115/230 80 ! 1-1/2 1-1/4" 1" 1" 2 115/230 85 AUTOMATIC PRESSURE REGULATOR – DEEP WELL Catalog Approx. No. DescriptionApplication _ Wt. Lbs. Pkg. 107 Regulator, tubing_ Required for ALL 4 pipe plug and deep well installations. compression fitting_ Order pump and pressure regulator if required from ordering information tables above. A jet package and the automatic pressure reoulalor described above. are required on all deep well installations. tRi}W0PCfi t vi,. BTA -RITE Features Automatic Pressure Regulator — Faster -acting and quieter, design eliminates "hunting" for correct drive pressure. New improved stem and guide are precisely molded to assure efficient, Trouble-free performance on all deep wells. See ordering information (Deep Well only). Quality Construction — Close - grained cast iron pump body is rugged, one-piece unit, specially treated to resist corrosion. Drain port provided for easy winterizing. Precision -machined Diffusers — assure faster priming. Mechanical Shaft Seal — Precision lapped and highly polished carbon - ceramic, stainless steel construction. Internal design guarantees continuous water lubrication for maximum protection. Lf: Kan' for perfect balance, and ultra -smooth for highest performance and efficiency. Motor Windings — Superior insulation materials protect against excessive moisture and contaminants to ensure prolonged motor life. f Dustproof Cover —All electrical components are protected from dirt, dust and insects by a dustproof canopy. Ventilating air cannot contaminate vital switching components. This eliminates the most common cause of motor failure. Balanced Rotor — Rotor is die cast under high pressures for uniform performance and greater efficiency; dynamically balanced. Heavy-duty Ball Bearings — Shielded, permanently lubricated bearings are extensively tested to ensure extended life and smooth, quiet operation. Pump and Motor Shaft — One piece threaded shaft for positive impeller drive and alignmeht. Shaft is stainless steel for maximum corrosion resistance. el-exan is a registered trademark of General Electric Co. STA–RITE. Built On Commitment. f1 -Horizontal Multi -Stage JetlCentrifugal Pumns 41. . f• t , • 1 Centrifugal Performance HP Cat. No, Press. Switch Setting Total Discharge Pressure - PSI Shut Off --- Sucl. 20 30_-= 40 50 60 Pressure Lift 1=1. Capacity - Gallons Per Minute PSI 1/2 HMSC 20-40 5 uo 14.0^ 8.5 50 i loo 48 15 17.0; 11.5 5.5 46 20 16.3 10.5 4.0 44 125 • i'� I':.r•{ ' NOTE: Dotted lines indicate performance Go o HMSD 30-50 reduction at high suctionlift. 34.0' 28.5 22.0 13.5 60.5 . f,... ',Pkg. #'107 and Jet not required for shallow well 58.5 15 31.0 25.5 18.5 9.0 I I 20 28.5 24.5 17.0 6.5 installations. U 40 i i I1 A ? .t• NOTE: Pumps installed with a CON-AIREe tank p 22.5 15.0 --t- -IIS'.... 2-f:.l.. 1 '1 ' 11 20.E 1' L r ` + require a 100# relief valve. Pumps installed with a conventional tank require a 75# relief valve. 10 43.3 36.5 29.5 20.5 7.0 63 m •1 +s1 so - ,s 10• �i f r Relief valve must be capable of relieving Pntire 58.5 25 34.0 23.5 12.5 56 I 1-1/2 f tl:` .l : iitl,,tlo:v tof pup at relief pressure. 30-50 5 57.0 CAPACITY U.�. GALLONS PEP 70 10 55.0 49.0 41.0 32.0 20.0 68 Pump Performance -• Centrifugal Application _ 20 1 50.7 45.5 37.5 27.5 12.0 63.5 25 1 42.0 40.0 35.5 25.0 61.5 HP Cat. No, Press. Switch Setting Total Discharge Pressure - PSI Shut Off --- Sucl. 20 30_-= 40 50 60 Pressure Lift 1=1. Capacity - Gallons Per Minute PSI 1/2 HMSC 20-40 5 19.01 14.0^ 8.5 50 10 18.0 13.0 7.0 48 15 17.0; 11.5 5.5 46 20 16.3 10.5 4.0 44 25 14.5 9.0 2.0 42 3/4 HMSD 30-50 5 34.0' 28.5 22.0 13.5 60.5 10 32.7 27.0 20.0 11.5 58.5 15 31.0 25.5 18.5 9.0 56.5 20 28.5 24.5 17.0 6.5 54 1 SE 30-50 25 22.5 15.0 52 _24.5 1,i 44.5 38.5 31.0 22.5 10.5 65 10 43.3 36.5 29.5 20.5 7.0 63 15 42.0 35.0 27.5 18.0 60.5 20 39.3 33.5 25.8 15.5 58.5 25 34.0 23.5 12.5 56 I 1-1/2 HMSF 30-50 5 57.0 _31.0 50.5 43.0 34'5 23.0 70 10 55.0 49.0 41.0 32.0 20.0 68 15 53.0 47.5 39.3 29.5 16.5 66 _ 20 1 50.7 45.5 37.5 27.5 12.0 63.5 25 1 42.0 40.0 35.5 25.0 61.5 REE Mr, t BTA -RITE' 2 STA -RITE. Built Ork�pgmmitment. Horizontal MUlti-Stage Je tlCe n tr Jug alPUMDS t ,I Pump Performance �1'.. Deep Well -S—ingle„Pipe (CP) &. 4" Double Pipe (EP) Design .g • •. ,; ,AP. = Minimum DrivePressure ' !•' ;� ',,„S.O. =Shut Off Pressure In PSI. i 4Tested and rated in accordance with Water Systems Council standards. 1 I7 � 1 , � i• , i 1 •�:) t NOTE: Pumps installed with a CON-AIREm tank require a 100# relief valve. Pumps installed with a conventional tank require a 75# relief valve. Relief valve must ';'vibe capable of relieving entire flow of pump at relief pressure. I r 1.11"�'lat'~,4�,t1► •U. ; , . i. -.. ' 1 r A Dimensions (in inches) are for estimating purposes only. a 1 STA -RITE /a WICOR company — 3-3/4 –I 7.1/2 Printed In U.S.A. 2 1991, Ste -Rite Industries. Inc., oelevan. WI [CEa No. A 8 C SC 17.7/_8 9-1/2 5.1/8 Well Size `—i -�-,Pumping Deplh,infed' "P Cal. No. Disch 4'. Press. 20' 30' —40' '50�. _60' 70;� --86y —90'—'`100 110' 120' 130' 140' 150' 160- jJef No. PSI `Capacity =Gallons Per Minute ,I , 19-1/4 20 30,• �" `� _ 6.9 6"1 5.3 4.6 4.1 6.9 6.1 5.3 4.6 4.1 40- i �' i---. ; 6.9 6.1 .3 4.6--4.1 1-1/2 HMSF 9CCPP �4EP` y500, X6.9* X6.1 6,3 4.6 4.1 60 % 6.0`-5.3`.47 4.0 3.3 f / D.P. 0.9 0.9 '0.9 X0.9 0.9 S.O.1.9 1 1.8 1.7 11:6„ `'1.5, ,; ,AP. = Minimum DrivePressure ' !•' ;� ',,„S.O. =Shut Off Pressure In PSI. i 4Tested and rated in accordance with Water Systems Council standards. 1 I7 � 1 , � i• , i 1 •�:) t NOTE: Pumps installed with a CON-AIREm tank require a 100# relief valve. Pumps installed with a conventional tank require a 75# relief valve. Relief valve must ';'vibe capable of relieving entire flow of pump at relief pressure. I r 1.11"�'lat'~,4�,t1► •U. ; , . i. -.. ' 1 r A Dimensions (in inches) are for estimating purposes only. a 1 STA -RITE /a WICOR company — 3-3/4 –I 7.1/2 Printed In U.S.A. 2 1991, Ste -Rite Industries. Inc., oelevan. WI [CEa No. A 8 C SC 17.7/_8 9-1/2 5.1/8 17.7/8 9-1/2 5-1/6 R 18.3/4 9-1/2 5.1/8 19-1/4 10 5-5/8 its 1511 WS (Rev. 1/91) • ,--tit TT W8011101k 14?enufscturinyj _ 5M TM DURA—F'VREF Pbergla:ys Tanks for Potable Wafer Application; STANDARD FEATURES U 100% FOOD -GRADE All DURA -PURE lunt:N Wale manithourrd • excluAvdiv front 100%. 1 -mid -Orme molerieh All rawnusterials huvc hecn apprnved hl• the 113A for Nx,d-Comict Surl'uccs. , U EXTRAHEAVYWEtum CONSTRUCTION Weslrnark Manufacturing l„urhrcr. l,rr,l., C Which are unetlunlcd in strcnCth ;unl thnnbilirr Iivcrytank has been Aprcilicolly,ii eigm`d for still sun, od(1•Innt' uxt% All hmkf use t•rn otti ted -.;ill tin cs(ra ht.m y duly t•nll to u•ithct:u,d 11w , Ir mewls and provide is bwi It. it ?11:1 .utClt 1:1c h•I U PIGMENTED Nor GEL -COATFD All tanks sire cclnn't1 by imuiporwinh a premium Ukra Violal inhil4iinp pigment incl Ih-r rusltl. 'Ihis special pigmenl is also I010i, F,- d- Urude and Is need flirouphow the rntirc twist v.: 11 LJ LIFETIME WARRAN I Y Every DURA P(IRr.- (Wank i. to,•rrcd ht• WelhanrA A(fb.'.r LiJirrirnr lVarrnnll'. ( U CHOICE OF COLOR DURA PURE (untie arc a,,ailalik in ihrcr diatlnct "Al.irs, Ouch calm hey bcrn fonnuh,trd to hlClld wish it ,ride ruogc. (It cm,ronntrntl,t QIIIIOIuldinps. Avuiluhlc cnint:t iii IutIF �1i�1 Cit rr. F'areal Green and (lecer•I Tan. O INSTALLATION F.YUs Iteavv-tlul� tt u�l cr.n:u'uiline silo •• •• DURA PUREuu,ks w hr platers .,n a :,nit. I'••., UTavel, or C .-mcicte. Bnsr I hie n:ukee thClll ”' versatile tett itlslallabuns ,•, heir a connitc hair r nut possible. U OTHER STANDARD FEATURES • Rcninva,IeCutrr I: • :P Screctlod A Lwt•:rtcd Vent • Post Curcd Iris H)A Compliuncc .,IF 1 "vr,f PL --q ed nbnrn. 110!1 7 •aDn r.,l lilA rt:Hl` IPnK DURA PVRE Tank Dimensions TANK SITZ: HEIGHT 30 VIAMEfER Wfl.) r :�� j� WEIGHT F�Z`•�Ntpn' RCrtI 5B 60 f� 125'1 c. 225 20011 73 96 350 3000 103 Y' I`]Nf.r l°,err;�•:St PL --q ed nbnrn. 110!1 7 •aDn r.,l lilA rt:Hl` IPnK DURA PVRE Tank Dimensions TANK SITZ: HEIGHT 30 VIAMEfER Wfl.) r :�� j� WEIGHT F�Z`•�Ntpn' RCrtI 5B 60 150 125'1 225 20011 73 96 350 3000 103 96 450 60(10192 '?6 900 10000 i FM 144 1400 ,S,'irl Qtvan U,nf-w*I •' VJeluhts a.re npprjximmto 100% Favi) GRAVE tlunn•rur+r. ��.��,. ,,., .. V9 GFS COAT c)MM; F..... .r CJ"I P791 Fl!" ell WF, rr,fn IK A1.4NW*Ar7IIW r' IN(.' APPLICATIONS • I1+inking, Wmv, Somipc fP%im;ltit,Ill e clwitgc it Low r ,11pu1 ,.ell intu it sictidp. t.%;lblc >vonc r,l woter. vire r.v�r:tiun Iriigl,tion Go!) Waier / kuin Wulcr SlnraFr. • Writo Tlrimncnl Systems • Bind rre,ta<�inp • (lh-mical $Iuri Ct' 1 Wide Angie higle Floe, U itoP1 ORDE"IING INFORIVIAMN 65 P1trtHp NYtttber' 2(j 2 AIoY. Arnpu FApr. Ami$ r J CoA t`hlr• ...._._ 2...___- ;: 40 Rurtnlnp sinning— La+rtSitt Wt. (I ',., "ruuP DOWN" 0r[ nhDON PW217.1 ?" . 1 Ill Its eiht_��e T1_(2, 115 PW217.1728 1 1 t 6 15 13— 13 ORDE"IING INFORIVIAMN 65 P1trtHp NYtttber' 2(j 2 AIoY. Arnpu FApr. Ami$ r J CoA t`hlr• ...._._ 2...___- R�Hn9Voltnec 40 Rurtnlnp sinning— La+rtSitt Wt. (I NOIFIMALLY CLOSED CONTACT FOR "ruuP DOWN" 0r[ nhDON PW217.1 ?" . 1 Ill Its eiht_��e T1_(2, 115 PW217.1728 1 1 t 6 15 13— 13 4u -- ---- 40 -- 3 PW217.11 is 1 115 is 65 2(j 2 PW217.1128 2 23A — --�5-- j�_ ..__.__..x(1 _ ...._._ 2...___- PW217•t108 I/2 115 '13 PW2117.1�16 1 40 30 3 234) 13 2p pp 3 PW217.1728 1 1 t 6 15 95 DO 3 pW217.1739 223rD NORMALLY OPEN CONTACT FOR "PUMP UP- OPItnAI10:4 PW217.1eps tlj 119 :_3_— 40..._-��� CONTIIOL PANEL, PILOT DUTY SWIYCH PW217.1e1e WA ttY23o t3 - rUA 2tl _ 1 22 GENERAL DESCRIPTION Th® wldo-anplaa eingle float switch provides ernton,ntic pump opnrntlon when directly controlling emnller lift and sump purttps• and v1strmia In water and sewl!IW9 Systems. It conslete of one host, a cord with piggybnck plug, one large mounting strap, and hap amaller adjuetAble mounting champs. Since no Gcultrof la nocessary, titre pump switch le easily Installed: Simply attach mounting strap to discharge pipe, and plug In the cord. The switch In affected by turbulence end should bm mounted in a noir- turbulent lo.t,,atiorl. FEATUnEF.b Fff Directly contrule pumps up to 2 HP - no control panel nraerled * Small enough to oporato where space is limited * Epoxy senlod switcii rand cord conductors * Not sensillve to rotation - no "up" side x M Adjustable pumping rang N Entire unit (control as wolf as cord set) UL listed and CSA certified SPECIFICAVIONS Ccs: FlcxMe 2 -conductor (UL) SJOW- A-SJOW (CSA) neoprene, water- resistrant, with molded piggyback plug Flost: Thick %vall, cion-corroelve F°VC plastic for use In liquids up to 14OvF (60'C) NO'T'E: Tills pump control should be used only will) pumps equippod with integral ovedu ad protection. 11 .F# I ENTIAL r -042=I0=0=068– 3=3019_BPEM --� 4 JAUREGUI, FRANK 1469 GODDARDS WAY, CHICO NEW SF & ATTACHED GARAGE CONTR : RODERICK MUMMERT lI i 30ao .sem ;r �"� Nvrr •- �,'vu- 5/�r � nK l urs ��t . aQ. . r f j �t S�. • 4 f OFFICE COPY Address 1 l �I i GAS Meter By ELECTRICMeter 5L. By • v� J JOB FINA4ED (Date) Signature V=OK O = Not OK Not = Not Reedyable _ MOBILE HOMES -Date/Initials MOBILE HOME UTILITIES (Plana) OK except #'a 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Teat-Fall-C/O Concrete 4. Water; Location-Test-Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap: / P11t. / /"Nat. or/ /" L' ft./ /"LPG 7. Well Clearance & Disconnect & Utility Clearance r Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements-Setbacks Easements 2. Footings; Size-Spacing-Marriage Line 3.. Gas; MH Test-Demand-Valve-Connector 4. Electricity; MH Teat-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 MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 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.-ft.-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/Initials POOLS (Plans) OK except #'a 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 Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UNDERFLOOR Plans OK except #'s (3i9 oning-Setbacks-Easements-F od-Slope rel 5 y 2LP(g., Main; Soils-Elec. Gr /i%," Ftg. Depth 13)5- JFfg., Garage; Soils-Steel-Elec. Grnd.-/q L" Fig. Depth 4Ktg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped /jf i1 iers-Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fisting -Test -2 Way C/0 -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 -Ina. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16.. Insulation i { C s.J ate 14,nitials PLU ING Permit OK except #'s . Water Htr.; Vent -Access -Combustion Air -Baffle b7 -'Water Pipe; Test & Anchor -Nail Protection 48 D.W.V.; Test -Fittings & Anchor-Naii Protection 49-4ihower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors _Date/initials ELECTRICAL (Permit) OK except #'a 22. Fixture & Transformer Clearance -Ins. Protection 2;3: Elec. Receptacles Spacing -Lights & Switches at Doors 24.,Size Boxes & No. of Conductors -Stapled 25.1 Rgmex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mach. Fastners-Bond Gas & Water 2-: 2 Appliance Circuta in Kitchen & Conductor Size/GFI 28. S pfeed Wire Size / ga. Cu or AI- Wire Size / ga. aoi or Al 29. Range Circ. / / ga. Cu orkkl,(ren Circ. /06? ga r Al. Insulated Neutral WT Yes ❑ No 36. Service -Riser Conductors & Ground -Main Disconnect 31!Equip. Clearances Panels -Motors -Mach. Equip. 3 . Clothes Closet Light -Shower Light -Spa Light ?QAmoke Detector Date/Initials ME ANICAL (Permit) OK except #'s 4. A.C. Ducts Insulation & Support ,le 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 � v 1 Date/Initials FRA G (Plans) OK except #'s . ps, Proper Material & Anchors 46� alls Studs -Nailing, Spacing & Bracing -Plates -Sound B ing Walls over Girders & Floor Nailing 4 .iDraft Stop in Wells (rat proof) 46. Oe Stops; Furred Ceilings -Stairs -Chases -Tub 4g"Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 4y Hangers -Post Caps -Anchors -Connectors 4VCIng. Joist-Rftr. ties-Purlin=roof Brec-Truss-Shthng.-Rfng. 4 . Fireplace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4V Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 5VGarage Fire Protection Framing 5V Property Line Firewall & Openings 52,_Ext. Doors -One 3' -Check Garage -3rd Story2 Exits ,57 Stairs; -Width -Headroom -Rise -Run -Landing -Fire Protection 54/'plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55 ding -Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 7 azing Area -Glass Protection -Skylights -Plastic 58. hear Walls; Nailing -Bolts . Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows g 5� Date/Initials FINAL (Plans) OK except #'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. 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 -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. 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. Following instid.; 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 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 Comnwnts at Final: %I COUNTY OF BUTTE - DEPARTMENT OF 4EVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 65965 - Telephone (916) 538-754}},, PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 42-10-68 A-5 ZONING BUILDING PERMIT OWNER FRANK JAUREGUI TELEPHONE 891-6328 SO. FT, OCC. BUILDING VALUATION 2474 RES .54 = 133,596.00 OWNEWS MAILING ADDRESS 3020 CORONADO CHIC0 CA 95926 782 GAR .18 = 14 076.00 CONTRACTOR'S NAME RODERICK . MUMMERT- T8E 894-1107 1 CONTRACTOR'S= CONTRACTORS MAILING ADDRESS - 319 W- FRANCES WILLARD CHIM CA 95996 Fireplace OODST VE 1,500.00 CONSTRUCTION LENDER UNKNOWN Total Valuation is 150 .790.50 Filing Fee $ 20,00 LENDER'S MAILING ADDRESS Permit Fee $ 81 C9. 00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 931,70 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1469 GODDARD'S WAY PERMIT FEE $ UJIM CA PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP 19 Each gas water heater or vent 15.00 USE OF STRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15-00 Mobile Home S G W @20.00 TYPE OF WORK New V Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Describework: NEW SF AND ATTACHED GARAGE PERMIT FEE g 171.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. SLOS. ) 3.50 g0 - FT. 1 13_96 CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions C e and .license is in full force end effect. License No. , Classification fj ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET •NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAD @ 1.000 Ex. Occu FIXEDAPPLNS.Ofl p' ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. �I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE S6 96 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating 1 Cooling Hood 6.50 Ventilation PERMIT FEE $ 50 Contractor , 1 certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Count in onsequen a of the granting of this pe mit. n X Date % _/%� —�j Sig ature of Applicant7- ❑ OwnerContractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46. Occ CONST. TYPE TOTAL FEE $ 1851.16 HAZ. 1 0. FEES I IMP X I FLOOD X I CDF PARCEL PD X HO SSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indi d abov for which fees have been paid. D RECTOR OF PUBLIC WORKS B Date aa9J PERMIT EXPIRES ON 0060- 4 IDate) ReceiptNoJV( ey-17G ILI64KI-1' ? WHITE-D.D.S.-B.D. CAN RY-ASSESSOR NK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telepho.ne16) 538-1541 � � PERMIT NO. APPLICATION AND PERMIT M j � ASSESSOR PARCEL NUMBER / _ _ ZONING4 "BUILD (, PERMIT OWNEfl O L� ONE SQ. FT. OCC. BUILDING VALUATION OWN S MAILING ADDRfJ9S9R 0 WVA U4 - _ ,//-� !l./✓ +7 CON TELEPHONE TOR' NAMErk / j tiv A CON TR TO S MAILING ADDRESS Ca, wFa&px��� f oO CONS,CTION LENDER n 1. UNKNOWN Total Valuation $ O tw ' - Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ /g, ARCH CT OR ENGINEER LICENSE No. Plan Checking Fee $ 3 j . 7 Energy Plan Checking Fee $ .d ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING DRE PERMIT FEE $ 13 9"2- PLUMBING PERMIT Filing Fee 20.00 (p lj0 1XAla-seEach Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'SNAME PARCEL MAP ,/ Water piping 15.00 2 3— 6 '7 Each gas water heater or vent 15.00 f USE OF STRUCTURE Gas piping system 1 5 outlets f 15.00 16— Building sewer 15.00 SFDuplex ❑ Mobilehome O Other Mobile Home S G W @20.00 SPECIFY TYPE OF WORK LI PERMIT FEE $ New Addition ❑ Remodel ❑ utilities Q. Inst:!!! ion ❑ Other ❑ _ `- Contractor / ys Describe Work: r ELECTRICAL PERMIT Filing Fee 20.00 - GJ ' J Main Service ( �V OR LIE ) 23.00 2,3 t 200A OR LES Main Service ( 200A TO 1000A ) 46.00 DWELLING HE . S? Z� ( ACC. BLDSUP ) 3.5C ST. NEW CONST. MULTI -OUTLET NON-RESIO. I BRANCH CIRCUITS ) 7.50 CONTRACTORS LICENSE LAW ( POWER APPARATUS I declare under penalty of perjury (check one) 8 SINGLE OUTLET CIR. ) K' I am a licensed under provisions of Chapter 9, Division 3 of the Business and Ex. Occup. ( OUTLET OR FIXTURES ) BA . @ I.50 Professionsa d license is in full force�n'�ffect. Ex. Occup.FIXED APPLNS. OR (OUTLETS ) 5.00 License No. Classification IRESID.I EA. ❑ I, as the owner, or my employees with wages as their sole compensation, will do Temporary Service 23.00 the work, and the structure is not intended or offered for sale. (Sec 7044) Mobile Home Facilities 20.00 ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) Misc. Wiring 23.00 ❑ 1 am exempt under Sec. Business and Professions Code forthis reason WORKER'S COMPENSATION INSURANCE PERMIT FEE $ ;� 09 1 declare under penalty of perjury (check one): Contractor ❑ This permit is for $100.00 (valuation) or less. MECHANICAL PERMIT Fling Fee 20.00 ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Heating f Y Certificate of Consent to Self -insure. Cooling f 'Z I shall not employ any person in any manner so as to become subject to the Worker's � Hood g Compensation laws of California. 6.50 Notice to Applicant: If after making this statement, should you become subject to the Ventilation Worker's Compensation provisions of the Labor Code, you must forthwith comply with PERMIT FEE $ such provisions or this permit will be revoked. Contractor I certify that I have read this application and state that the above information is correct. Mobile Home Installation Fee $ 1 agree to comply to all Butte County Ordinances and California State Laws relating to Energy Inspection Fee $ building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. CoysT T TOTAL FEE $j !� 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said D. FEES IM Foo CDF I PARC( PD Ho ISSUE County in conseq ence of the granting of this permit. �(/� X Date — ®' This permit is hereby issued under the applicable provisions Si licant - O Owner Contractor ❑Agent ature of App of the Butte County Code and/or Resolutions to do work An OSHA permit is required for excavations over 5"0" deep and demolition or indicated above for which fees have been paid. construction of structures o�{er3 stories in height. DIRECTOR OF PUBLIC WORKS GF G,//) -J/9 �P b7 '0 J By Date Receipt No. WHITE-D.D.S.-B.D. CANA Y -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT PERMIT EXPIRES ON Mate) /11 /A" G- I ( 3 "1-2 J G3y� 4 12AJYV�)�i (gc -.Loe-L 04N"�-�� = (f ISS D April 26, ,1994 B�rthS$ar ENGINEERING Civil Engineers • Planners • Surveyors County of Butte — Building Department 7 County Center Drive Oroville, CA. 95965 4 Re: Jauregui Residence Goddard's Way, Chico AP #42-10-68 Gentlemen: At the request of Mr. Rod Mummert, the building contractor, I have completed a further investigation of ..the flooding potential of the above referenced building. site.- The recently adopted flood insurance rate map (#060017 0200 B) indicates that this*site lies within a special flood hazard area inundated by 100 -year flood from Lindo Channel. The base flood elevation has not been established for this particular. area, either by the F.E.M.A. consultant or the Butte County Department of•Public Works. 'Our determination of the. .flood elevation was based upon an analysis of the .existing creek channel and the surrounding topography and our historical knowledge of the area and is considered "the best available information at this time". It is possible that future studies of this drainage basin may compute a base .flood elevation that is different.. A temporary benchmark, a spike in the ground at''the.ba_s.e of an almond tree, has been set near the northerly edge of the.building site. The elevation of the temporary benchmark .is 155.14 USES. The 100 -year flood elevation is 155.2. The finish floor elevation must be above the 100 -year flood elevation. For insurance purposes, .'it is desirable to set the finish floor at least one foot above the 100 -year flood elevation. I trust this provides the information necessary to process the permit, however, please.,f•ee.l_ free to contact me should you have any questions. cc: Rod Mummert WP12:JAUREGUI Very Truly Yours, THSTAR ENGINEERING. Mark Adams RCE 34257. Exp. 9-30-95 20 DECLARATION DRIVE CHICO. CALIFORNIA 95926 916-893-1600. PO D Ar ti ELEVATION CERTIFICATE Expires 1, 199) ExprresMay37, 1993 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. BUILDING OWNER'S NAME SECTION A PROPERTY INFORMATION I FOR INSURANCE COMPANY USE POLICY NUMBER STREET ADDRESS (Including Apt.. Unit. Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUt.IBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers, etc.) AP 42- lo. 6S . CITY STATE ZIP CODE Grp I Go A 9 5q Z(o SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the'proper FIRM (See Instructions):.. 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION (in AO Zones, use depth) oriovo 11 02oo f3 5EP]- 19 g9 A -, 1. Indicate the elevation datum system used on the FIRM for Base Fiood Elevations (BFE): ❑NGVD '29 '(]Other (describe on back) U5CA S 8. For Zones A or V, where no BFE°is.provided on the FIRM, and the community has established a BFE'for this building site, indicate the community's BFE: 1111 15151'.(�-feet NGVD (or other FIRM datum—see Section'B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level _I . 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation Of 1 I I I I51(d.( feet NGVD (or other FIRM datum—see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of .0 feet NGVD (or other FIRM-datum—see'Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is L1J . U feet above ❑ or below.El (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is LU.0 feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ❑ NGVD '29 © Other (describe LA 5U5 under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ❑ Yes ® No (See Instructions on Page 4) 5. The reference level elevation is based on: ® actual Construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: l I II I51s1.� feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor' as defined by the ordinance is: Li I I I I .;J feet NGVD (or other FIRM datum—see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81-31, MAY 90 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. t certify that the information in Sections B and C on this certificate represents my best efforts to.interpret the data available. I understand that any false statement may be punishable.by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) MARK ADAM S RcG 34251 TITLE COMPANY NAME C I J I L E rl (A I IJ 1= E IZ d o 2,TH ST/hI2 EN (AI r(E E P-1 IJ ADDRESS CITY STATE ZIP 20 D E C L &C P^T' I ISI pfZ CH -1 co" CA SIGN ATU / DATE PHONE /—j--� 4= 25 -cid (9 I lo� 89 3' I boo Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS: BFE ESTABLISHED EY IJ:oPT4STPr2 ANS AvcZePMb C LJOT-t of BUTT IT IJo. q3- 30 o- 9 *p �09g',0y IIF... . E.. 34 ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A v A A v ZONES ZONES ZONES ZONES ZONES REFERENCE • LEVEL REFERENCE BASE LEVEL FLOOD REFERENCE LEVEL ELEVATION L•:' BASE BASE BASE ..ADJACENT'::. _ REFERENCE FLOOD •• GRADE LEVEL j ELEVATION REFERENCE FLOOD ;LEVATION ADJACENT LEVEL GRADE ADJACENT:'. GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be'measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. o- 9 Owner: 1 Permit No. ENERGY CERTIF I C A T ION 1469 Goddard, Chico, Ca. LOCATION ROOF Material Thickness(inches) DESCRIPTION OF INSULATION A. P. No. Brand Name Thermal Resistance (R Value) EXTERIOR WALL MANVILLE-SCHULL'ER Material FIBERGLASS BATTS Brand Name Thickness(inches) 32" Thermal Resistance(R Value) R 5 CEILING Batt or Blanket Type FIBERGL'ASS.BATTS Brand Name MANVILLE-SCHUL'L'ER Thickness(inches) T 12" Thermal Resistance(R Value) R38., Loose Fill Type FIBERGLASS Brand Name INSUL SAFE 3 Minimum Thicknes (Inches) 152" Number of Bags 15 Wt. per bag 35 lb. Area covered(ft.Z) 582 Thermal Resistance(R Value) RS$—� FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy RequLrementa. LOERKE INSULATION CO., INC. 499150 RM �OWNE STATE CONTRACTORS LICENSE NO. XG April 28, 1994 G URE OF INSTALLA.T APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. . FIRM NAME/OWNER (Please print) STATE CONTRACTORS LICENSE NO. SIGNATURE OF GENERAL CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 b M COUNTYOF BUTTE - DEPARTMENTOF t)EVELOPMENTSERVICES -BUILDING DIVISION 7COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER , ) a') 4.4-, C A. P. No. Z- % - C. % Proposed Building Use'4l--J :FZ V4,04- Building Inspector Date 6>15 � 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. 2. 3- .4. 5. 6. 7. 8. 10. 1. A ! 12. 13. X14. 15. 16. 17. 18. 19. 20. 22. 4. 25. 26. 27. 28. 29. 31. 34. All items have been submitted . ............. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................. Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). ... . Mobilehome data and manufacturer's installation instructions, 2 sets. . �r Fees of $ J 21 L ............................. Impact fees as shown on attached schedule. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) by California Engineer ................... Sanitation and plot plan approval eWl e • Health Department . ............ City of Chico plumbing permit . ......................................... Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: Contact Land Development about (A) Improvements (B) Drainage. ......... . Driveway permit (construction approval required prior to occupancy). .. .. .. . Pre -ins action for Freanspection request required. . to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner _) ............ Recorded copy of Agricultural Acknowledgement Statement . .................. 12-2z -,i3 Cr C Letter of signature authorization . ........................................ Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use . ........................................ . Mobilehome utility clearance . .......................................... Documentation of legal access . ..................... :................. . Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/expired permits . ..................................... . Plan check list. . ,.... r 46,OZA. y r� When, u yissue the permit, process as follows: Mail to owner. Mail to contractor. Telephone Q5t-//o7and hold for pickup at Ci/«office. Deliver with inspector. Other Parcel Creation Acreage Applicant"z � i L Date 9-16-5-3 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issu 1. Index permit for above items No. 2. Additional items required: ecked above). 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 Counter by _ Date Plans checked by Date Plans approved by 2 c Date/ - Z - Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works a 0 i 1 1 I I 45. s.. ! \ VVI 3,• :septic System r ti 1 X 1 5 1 _ l � 1 r r 1 `- (16' -1 i v Weil 109' 3 ; 1 f i r SPX- 313' 10" Li ndo Channel (100% . Replacement) N m m APPROVED Butte County Environmental..Heolif't,_ 17 do S (op ' O " AP 42-10-68 Scale : r"=100' Frank Jaurqui, Owner Roderick Mummert, Contractor .339 '.„/. Frances Willard Chico, Ca. 195926 Ph-* 894-1107 Plot flan j'Cltached 17nur Plan Attadwd TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 1-ow7eis co s Iaz�/z A�� Thr-e� IV- f 6�4s "4 e elyIZO YZ � la - 6 B Owner d Location AP// Plan Approved for: Sewage Disposal Water Supply: Public Private Well i Clearance for bedroom mobile home. Other 9 �i-yoirr /,-S/`c%-ee 317 i Hold final for:ii�/C6rrs9���-irr��cc �'rse �s�+� mel/ Final clearance O.K. for: NOTE: WD Environs ntal Heal I Specialist 8/92 �9 f993 Date 8 . . OTHER At time of permit application, I was advised.the above fees are required to be paid prior to,issuance of the permit. APPLICANT ! ,( DATE 9-)0-5:3' COUNTY OF -BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965. - TELEPHONE (916) 538-7541 OWNER? -✓ < - �. !IC r (�� / A.P. PROPOSED BUILDING USE DATE REC. # DATE REC SCHOOL DISTRICT FEES (paid at District Office) ......................... 2. SHERIFF FEES �_� (paid at Building.Department) Residential ...... x C ,C, =$ unit amt. Commercial (sqft) x =$ sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) "'Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x _$ sq.ft. amt. \//4. RECREATION DISTRICT FEES (paid at District Office) ......................... 1Z -ZZ 5. DRAINAGE DISTRICT FEES (Contact Land Development Division).............. 6. SRA FIRE INSPECTION AND PLAN CHECK = $$1.00...... (paid at Building Department) 7. OTSER- 8 . . OTHER At time of permit application, I was advised.the above fees are required to be paid prior to,issuance of the permit. APPLICANT ! ,( DATE 9-)0-5:3' RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Q Bldg. Permit #_ e --� - X42 OWNER A.P. #�a-/0-(p " Plan Checker of GENERAL, Zoning requirements: (sideyards and number of permitted living units). Valuation. -Plans signed by designer. Proper description of work on application. Existing violations on property. _.. - h=Items on -data sheet. ,(W:C;•,- fees,_ Health, Developer Fees, License law, -etc). _ .t - = Recorded notice of violation. PLOT PLAN. Complete parcel size and dimensions. -etbacks, sideyards, easements, etc. ther buildings or structures. rading, fills, drainage. (-. lood hazard. d Special 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• Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). ff' Required room sizes, ceiling heights (Sec. 1207). -.--GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- tenance 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). Fireplace and wood stove location, alcoves, and clearance. 13. Smoke detectors (Sec. 1210). :- Plumbing fixtures, water closet clearances and shower size. DETAILS Standard bracing or engineered design (Table 25V) o 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 Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. T Rafter ties or bearing ridge beam. 1Y Garage door or porch header sizes. Stud heights. - 3 -.-Adobe soils - special foundation design. Retaining walls requiring design. r Specia Inon required. building RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR r. Stairway details: landings, rise and run, head clearance, handrails [036" Sec. 3306). uardrail details (Sec. 1711 & 3306(j). rick or stone veneer (Chapter 30). xterior plaster - weep screeds (Sec. 4706). roper roof pitch for roof convering (Chapter 32). oof covering type - (fire hazard). oam insulation - protection. -x halls and stairways. iving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. nOAttic wo exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). access and ventilation (Sec. 3205). .2—.Underfloor access and ventilation (Sec. 2516). . Combustion air for fuel burning appliances - L.P.G. requirements. Pise requirements on duplexes. ergy design. ashing at all exterior openings. F responsible area requirements. -7'0 vy..T: .z.•,A'•fn.�i7l''F� sP1�pY'-r y, 7 4. �•V•"'F-ci-rwhnr �r+s••Yer+,v', ,'i`'"rr�ifs)e. ''+„a'i`.i , 1'f"ri'• �i%ev/" " ..,. _ + �` .. n 7V �•"9�+fi` '✓�T SY 'r iq�r'^. 'n,,+ 1 .1ti ti ,�• J ... 41 syr 6/1Gs BUTTE COUNTY PARKS DEVELOPMENT FES CERTIFICATION FORK CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number(s) ,2 Property Owner l Project Location/Address �} (�(� �� %�� LJ Subdivision Lot Number(s) Residential Development: (check one), New Development Alteration/Addition _Mobilehome(s) Non -Residential to Residential Total Number of -Dwelling Units- / Comment: Building Department Representative Date t ' Chico Are Recreation and Park .District.(CARp) .certifies that . (Applicant Name) (Phone Number) ' (Street Address) City (State) has complied with the requirements of Butte Co.•Resolution No. '90-140fi by Payment for�,� dwelling units @ $1,189 for total payment of $ CARD sentative Date n PAID BY CHECK NO. , REMARKS: BANK NO. PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. ,�.aa•"'xuia+�•i�;e?:�'A�eey;.�:i�i3c!'4T'R4d"'�6M�i..�,'�J'�'�'j"Y,7�f�'�ii'�"�gy�e�y'z re ��:a: •:.'"'`fSi� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) .:. School District Cdi� Building Department No. A.P. Number % / Jurisdiction 0 City [?I' ,County .r Property Owner �/A.•/ ,/� (_J lJ x, Property Location/Address 7 Subdivisoh Residential Development 'Commercial/Industrial Lot No. R�3 r, 0 = Sq. Footage No. of Living MHI Addition Units 2.y71/ , (Group R) t 0 Sq. Footage New Addition (Including Exterior Roofed Areas) Buildin ��ent Representative Date c° (Floor Plans reviewed by School District Personnel) District Identification No. lu C� loo School District certifies that 3r&4U aJ)arLk _V_AACV6," (Applicant) 3o a'o 0 wL&/;(vocl -��CXi y - lln-1 (Street Address) (Phone Number) (City) (State) has complied with the requirements of Resolution No. representing square feet. School, District Representative Paid by Ch� N mbler Bank Number Paid by Cash _ g6P.,0 Remarks: (Zip by payment of $ ' 08c�. /0" 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 fullv mitioate its impact on the school district's schools. r=` White (applicant), Yellow (building department), Pink (school district) feeform.wkl (4/92) DPW AGRICUL-LURAL STA L='_ ENT° OF ACKNOWL a4_E_`1T FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 -of the Butte COunzy. Code requires this acknowledgement b re r e r. rior to issuance of a building go P- 93-0566111' The property described herein is adjacent I to land or included within an area zoned Recorded I for agricultural purposes, and residents Official Records I of this property may be subject to incon- County of I veniences or discomfort arising from the Butte I use of agricultural chemicals, including, Candace J. Grubbs I but not limited to herbicides, pesticides, Recorder I and fertilizers; and from the pursuit 11:22am 22 -Dec -93 I of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. tural zones which have as a priority use for productive within said zones and on adjacent property should be or discomfort from normal, necessary farm operations. Rec Fee 8.00 Check 8.00 PUBL XX 2 Butte Countv has established agricul- agricultural purposes, and residents prepared to accept such inconvenience All that real property. situate in the County of Butte, State of California, described as follows: ' -��-/6 -� 86 5 G0 axs)s W CU?ce) , C� Date: ,0- `17 J State of SS. County of PERTY Owtir'-R. S J 1AA 44 i . I On this the ay of %'�`r/!�7=.' 19 '�'3, before me, the undersigne otary Public, personally appeared Illlnlllllllllllllllll11111111111n11I1111,11111111111nIi1111in111111. OFFICIAL SEAL C MARIA SRIJIDA MARTINEZ NOTARY PUBLIC -CALIFORNIAN ❑ Personally known to me. Proved to me on the basis COUNTY OF BUTTE W of satisfactory evidence. 'My Commission Expires August 19. 1997 = nnwlullmnnulumm�ulnuwnllnnllllmnu,ulnllllli to be the per sonE- whose name) T subscribed to the within instrument and acknowledged that ,ate executed the same for the purposes therein contained. IN WITNESS WEELIME,OF, I hereunto set my hand and official seal. Present A.P. No. r -q ; � �_ 71<T 'L 6taj:�' Public 1 DESCRIPTION 92-28399 f' i ORDER NO. BU -128055 MC ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 26, 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 64, 65 AND 66. PARCEL II• A 60 FOOT EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES AS SAID EASEMENT IS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 26, 1991, IN BOOK 1.23 OF MAPS, AT PAGE(S) 64, 65 AND 66. I END OF DOCUMENT ti • County of Butte Building Department 7 County Center Drive Oroville, California 95965 Re: jauregui Residence Goddard's Way, Chico AP # 42-10-68 To whom it may concern: As recommended by the counter person at the building department Chico office, I am writing this letter of intent. The shop proposed for construction on parcel # 42-10-68 will be used for light, personal work to include, sewing, wood working, possibly painting and other hobbies. If there is any further information that you need or questions that you have, please don't hesitate to call. Frank jauregui - 3020 Corona o Road Chico, California 95926 (W) 342-2271 (H) 891-6328 3, dG 0 August 31, 1993 County of Butte Building Department 7 County Center Drive Oroville, CA. 95965 NorthStar ENGINEERING Civil Engineers • Planners • Surveyors Re: Jauregui Residence Goddard's Way, Chico AP #42-10-68 Gentlemen: MMY At the request of Mr. Rod Mummert, the building contractor, I have investigated the flooding potential of the" above referenced building site. The recently adopted flood insurance rate map (#060017 0200 B) indicates that this site lies within a special flood hazard area inundated by 100 -year flood from Lindo Channel. The base flood elevation has not been ,established for this particular area, either by the F.E.M.A. consultant or the Butte County Department of Public Works. Our determination of the flood elevation was based upon an analysis of the existing creek channel and the surrounding topography and our historical knowledge of the area and is considered "the best available information at this time". 'It is possible that future studies of this drainage basin may compute a base flood elevation that is different. A temporary benchmark, a spike in the ground at the base of an almond tree, has been set near the northerly edge of the building site. The elevation of the temporary benchmark is 155.14 USGS. The 100 -year flood elevation is 156.6. The finish floor elevation shall be above the 100 -year flood elevation. I trust this provides the information, necessary to process the -permit, however, please feel free to contact me should you have any questions. cc: Rod Mummert WP12:JAUREGUI It 4ew4 2_57 ori. •:z R. C. E. 34257 Reg. Expires 9-30-95 Very Truly Yours, NORTHSTAR ENGINEERING 1(1e� Mark Adams RCE 34257 Exp. 9-30-95 20 DECLARATION DRIVE CHICO• CALIFORNIA 95926 916-893-1600 .,flESIDENTIAL X042=10=0=068 9 37-3920B-,E-------') JAUREGUI, FRANK 1469 GODDARDS WAY, CHICO CONTR: RODERICK MUMMERT DETACHED SHOP 1,2 q3-3olq DETACH' FOR SERVING UTILITY' Address GAS Meter By Date ELECTRIC I Meter By • Date/ JOB'-FINALED"(Difle) ... ............. Signature V=OK O = Not OK Not = Not Readyable MOBILE HOMES Date/Initials MOBILE NOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / PV ft. / /"Nat. or/ PV ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except 8's 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Teat -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 ISCELLANEOUS 3. pecks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors \ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors SI Is-Anchors-Studs-Rftrs-Trusses 1Q: Roof; Shthg-Roofing 11.Ext.; Steps -Doors -Landings Uf °ex U'` 1. �- i^ 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 RESIDENTIAL = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'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-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clears nce-Material-Support-Ins. 14. Girders -Sills -Anchor Botts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nall Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a 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 Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'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/Initials FRAMING (Plans) OK except #'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 Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing (Single & Duplex) Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin=roof Brec-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 -Wells -Windows Date/Initials FINAL (Plans) OK except #'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. 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 -Mach. Protection 75. Pib., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Drainagge & 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 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 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, t California 95965 - Telephone (916) 538-75410.9_P APPLICATION AND PERMIT 050 ASSESSOR PARCEL NUMBER 42-10-68 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATAON ' OWNER'S MAILING ADDRESS 824 R 14 832.00 ./ 76 COM 988.00 CONTRACTOR'S NAME I TELEPHONE CONTRACTOR'S MAILING ADDRESS '1'19 W- FRANCIS WITAT-RD CHICO CA 95996 Fireplace CONSTRUCTION LENDER UNKNOWN SACRAMENTO SAIIINGS LENDER'S MAILING ADDRESS Total Valuation Is 15 820.00 Filing Fee $ 20,00 Permit Fee $ 171.00 ARCHITECT OR ENGINEERLICENSE NO. Plan Checking Fee $ 111,15 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1469 GODDARD' S WAY CHICO PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 Each gas water heater or vent 15.00 USE OF STRUCTURE SFO Duplex 1:1Mobilehome RX Other 9140P SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK NewX Addition D Remodel O Utilities ❑ Installation EIOth r D De pribeWork: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 1" /' C~l• Main Service I BOO' OR LESS ) 2OOA OR LESS 23.00 Main Service I 200ATO1000A ) 46.00NEW ELLIN OR ADONIS T. ( D a ACCGBLDSUP ) 3.5, so 28.84 NEW CONST. MULTI -OUTLET NON.RESID. ( BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW Id lare under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions C d nd icense is in full force aQd effect. // License No. Classification l O I, as the owner, or my employees with wages as eir sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) D 1 am exempt under Sec. Business and Professions Code for this reason I POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B20AL. @ 1.00 Ex. Occup.FIXED APPS. OR I OWUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): D This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 71.84 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Coun co sequence f the granting of this permit. X Datea A0 Signa ure of Applicant - caner ontractor O Agent An OSHA permit is required forexcavations over 5"0" deep and demolition or construction of structures over 3 sJtories in heig t Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 363.99 HAZ. I D. FEES IMP I FLXDD li cOF PARCEL PD Ho uE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indic above for hich fees have been paid. IRE T1DR OF PUBLIC WORKS By Date PERMIT EXPIRES ON (Date) LF ` �� d-� C ReceiptN . WHITE -D .S.-B.D. CANARY ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT VA i - .. ., e-,.�--. r...�^4iC'r7„r�,.. •.r•"t..+n...y.-vr•vn•,•*. �, , � r+�-^'r.+..,�r'�n�.�.rv"�r�...�,.,�.srkv'�. r ^•f �....r+.w.- ri .., v .. ss:. •--tea. i -,--;,COUNTYOF BUTTE - DEPARTMENT OF DEVELJOPMENT SERVICES - BUILDING DIVISION - 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER r/1A,44 JAU /� A. P. No. yL " Proposed Building Use ,r. Building Inspector Date J�3 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. DATE RECENED BY 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 . ...................... A. Engineered plans and calcs, 3/4 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). .... A. 0. Mobilehome data and manufacturer's instaUiation instructions, 2 sets. ...... Fees of $ a Ja•��J `j ............................. 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees.................... . - 14. Flood elevation letter (100 year floodLby California Engineer. ... ............ . Sanitation and plot plan approval Gyle 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). .........� 20. re request 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 . ........................................ x�//2'6. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . ---Cr_ii. Letter of intent on building use .......................................... 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... 1 ................. . 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 y 'U issue the per?g�it process as follows: Mail to owner. Mail to contractor. _Telephone 8 7q-110 7 and hold for at office. Deliver pickup with inspector. Other Parcel Creation Acreage Applicant i Date Q J Copy of Haz-Mat•form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuce: ( ' c new item not checked above). 1. Index permit for above items No. ) 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by 154S Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 14 t y� 1 1_ 1,'f S' r � h'i � • DFpThE 1 � , r 1 ,• ` 1 AAR 2 s ' 1994 HYDRONICS: RESIDENTIAL FIRE SPR]"NKLER HYDRAULICS 2.3. - ANALYSIS, Page 1 CONTRACTOR: Date: 03-17-1994 File: MUMM1 JOB : MUMMERT RESIDENCE, 1 HEAD FLOWING STATIC 40.0 Psi RESIDUAL 38.0 Psi FLOW 30 GPM SPRINKLER MANUF CENTRAL MODEL :.GBR-C s MIN SPR FLOW 19.0 GPM MIN SPR PRES 19.5 Psi Node Elevation K -Factor Pressure Discharge'`�;'�' tM h Ft. Psi; GPM. 1 9.0 4.30 * 19.6* 19.0 2 9.0 21.8 !• 3 9.0 21.8 ., ', . 4 9.0 24.4 5 9.0 27.3 ` 6 9.0 29.4 7 9.0 30.2 8 0.6 SOURCE 35.4 1 Ji 1 1_ 1,'f S' r � h'i � • 1 � r 1 ,• ` 1 • 1. HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - ANALYSIS. Page 2 CONTRACTOR: Date: 03-17-1994 File: MUMM_I. - JOB MUMMERT RESIDENCE, 1 HEAD FLOWING S PIPE BEG- END- VELOC FLOE] F-LOSS/F LENGTH F -LOSS DIAM. 1 C -FACTOR NODE NODE (F/Sec) (Gpm) (Psi/Ft) (Ft) (Psi) (in.) ;1 1 1 F S1ff ' 1 3 1 9.9 19.0 * 0.1803* 1.2.0 2.2 0.884 1501: 2 3 2 0.0 0.0 0.0000 1.2.0 0.0 0.884 150.; 3 4 3 6.3 19.0 0.0598 44.0 2.6 1.109 1501::.,' 4 5 4 6.3 19.0 0.0598 49.0 21.9 1 .1.09 150,1-i i. 5 6 5 6.3 19.0 0.0598 34.0 2.0 1.109 150!'4'; 6 7 6 6.3 19.0 0.0598 13.5 0.8 1.109 .150,- 7 8 7 6.3 19.0 0.0598 26.0 1.6 1.109 150 i 1 1 F S1ff ' 1 ) 4 ' , ' 1 , � t 1 1 •' I r 1\IIT HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - ANALYSIS. page 3 CONTRACTOR: Date. 03-17-1994 File. MUMM1 JOB MUMMERT RESIDENCE, 1 HEAD FLOWING f` WATER DEMAND AND SUPPLY ANALYSIS;, ! x+ STATIC PRESSURE 40.0 Psi RESIDUAL PRESSURE 38.0 Psi t AT A FLOW OF 30.0 GPM SPRINKLERS FLOWING 1 AREA PER SPRINKLER 324 Sq. Ft . s ,. REQUIRED DENSITY .06 Gpm/Sq.Ft. {�• COMPUTED DENSITY .06 Gpm/Sq.Ft. TOTAL SPRINKLER FLOW 19.0 GPM t, DOMESTIC FLOW 0.0 GPM — TOTAL WATER REQUIRED 19.0 GPM SPRINKLER SYS PRESS 35.4 Psi_ WATER METER LOSS 0.0 Psi. @ SOURCE (+) VALVE FIXED LOSS 0.0 Psi. @ SOURCE (+) TOTAL PRESSURE 35.4 Psi_ SUPPLY PRESS AVAIL 39.1_ Psi DEMAND PRESS REQ'D 35.4 Psi. ; PRESSURE CUSHION 3.7 Psi. ; MAXIMUM VELOCITY ANALYSIS t 1 PIPE NUMBER 1 PIPE DIAMETER 0.884 ins ` C FACTOR 150 R MAXIMUM VELOCITY 9.9 F/S i' FLOW 19.0 GPM HAZEN WILLIAMS FRICTION 0.1803 Psi/Ft 4 ' , ' 1 , � t 1 1 •' I r 1\IIT HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - ANALYSIS. CONTRACTOR: Date: 03-17-1994 File: MUMM1 JOB : MUMMERT RESIDENCE, 1 HEAD FLOWING STATIC : 40.0 Psi RESIDUAL 38.0 Psi FLOW : 30 Gpm SPRINKLER MANUF CEN'T'RAL MODEL : GBR-C MIN SPR FLOW 1.9.0 Gpm MEN SPR PRES 19.5 Psi NODE ELEVATION K -FACTOR (Ft) 1 9.0 4.30 2 9.0 3 9.0 4 9.0 5 9.0 6 9.0 7 9.0 8 0.6 SOURCE, r � Pcjge, 1 1 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - ANALYSIS. Pale 2,.. CONTRACTOR: �•'; Date: 03-17-1994 File: MUMM1 �,� 14 JOB : MUMMERT RESIDENCE, 1 HEAD FLOWING } f PIPE BEG- END- LENGTH DIAM. C -FACT FITTINGS EQ.LEN. NODE NODE (Ft) (in.) (Ft) 1 1 3 5.0 0.884 1.50 L 7.0 2 2 3 5.0 0.88.E 150 L 7.0 3 3 4 37.0 1.103 150 B2R 7.0 4 4 5 41.0 1.109 150 B3R 8.0 5 5 6 17.0 1.109 150 ML 17.0 6 6 7 1.5 1.109 150 BL, 12.0 7 7 8 9.0 1.109 150 3R2S 17.0 i 1 } f HYDRONICS: RESIDE;N'TIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page it CONTRACTOR: ADDRESS 1' Date: 03-17-1994 File: mJMM1 t •' JOB : MUMMERT RESIDENCE, 1 HEAD FLOWING • STATIC 40.0 Psi RESIDUAL 38.0 Psi FLOW 30 GPM r' SPRINKLER MANUF CENTRAL MODEL : GBR-C ;; ,,;• 'i ' MIN SPR FLOW 1.9.0 GPM MIN SPR PRES 19.5 Psi ,,i NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi GPM ---------------------------------------------------------------------------„_7;'- 1 9.0 4.30 19.6 19.0 2 9.0 21.8 `. 3 9.0 21.8 4 9.0 24.4 5 9.0 27.3 6 9.0 29.4 7 9.0 30.2 8 0.6 SOURCE 35.4 SPRINKLERS FLOWING 1 AREA PER SPRINKLER 324 Sq. Ft . TOTAL DESIGN AREA 324 Sq . Ft . �` �' REQUIRED DENSITY .06 Gpm/Sq.Ft. ji COMPUTED DENSITY .06 Gpm/Sq.Ft.. TOTAL SPRINKLER FLOW 1-9.0 GPM TOTAL DOMESTIC FLOW 0.0 GPM f' TOTAL WATER REQUIRED 19.0 GPM TOTAL SPRINKLER PRESS 35.9: Psi i WATER METER LOSS 0.0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi. @ SOURCE Copyright(1991) SUPPLY PRESS AVAILABLE 39.1. Psi by DEMAND PRESS REQUIRED 35.4 Psi Hydronics Engineering- PRESSURE CUSHION 3.7 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELrOCITY 9.9 F/S HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL.. CONTRACTOR: ADDRESS Date: 03-17-1994 File: MUMM1 JOB MUMMERT RESIDENCE, 1 HEAD FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Ps!'.. END DIAMETER TOTAL (Psi/Ft) ---------------------------------------------------------------------------- 1 q= 19.0 K= 4.30 L= 5.0 Pt 19.6 Pt 19.6 1 Q= 19.0 F=L F= 7.0 C=i 150 Pe 0.0:Pv-0.7- Vel= 9.9 D= 0.884 TL= 1.2.0 0.1803 Pf 2.2.Pn 18.91.., 3 PL 21.8 --------------------------------------------------------------- 2 q= 0.0 K=- 0.00 L= 5.0 Pt 21.8 Pt. 21.8 2 Q= 0.0 F'=L F= 7.0 C= 150 Pe 0.0 Pv 0.0 Vel= 0.0 D- 0.884 TL= 1-2.0 0.0000 Pf 0.0 Pn 21.8 3 Pt 21.8 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 37.0 Pt 211.8 Pt21.8 3 Q= 19.0 F=B2R F= 7.0 C= 150 Pe 0.0 Pv,, ,-0-.3 Vel= 6.3 D= 1.109 TL= 44.0 0.0598 Pf 2.6.Pn 21.5' 4 Pt 24.4 ------------------------------------------------------------------------------ 4 q= 0.0 K= 0.00 L= 411.0 Pt 24.4 Pt 24.4 4 Q= 19.0 F=-B3R F=: 8.0 C= 150 Pe 0.0"Pv '..-0. 3 Vel= 6.3 D=: 1 .1.09 TL= 49.0 0.0598 Pf 2.9 Pn. 24.1 5 Pt 27.3 -------------- 5 --------------------------------------------------------- q= 0.0 K== 0.00 - L= - 17.0 ---------------------5 Pt 27 .3..,Pt l 27.3, 5 Q= 19.0 F=:3R2L F= 17.0 C= 150 Pe 0.0 Pv •-0.3 Vel= 6.3 D=. 1.. 109 . TL= 34 . 0 0.0598 Pf 2. 0 Pn ,' 27 . 1 6 Pt 29.4 ---------- 6 --------- q= ------- 0.0 -------- K== 0.00 ------ L= --------- 1.5 --------- --- Pt ---- --'---.- --- 29.4 Pt 29.4- 6 Q= 19.0 F= -BI., F= 12.0 C= 150 Pe 0.0 Pv , .-0.3 Vel= 6.3 D== 1.109 TL= 13.5 0.0598 Pf 0.8 Pn", 29.1 7 Pt 30.2 7 q= 0.0 K= 0.00 L= 9.0 Pt 30.2''Pt ,, 30.-2 7 Q= 19.0 F==3R2S F= 1 7 - 0 C= 150 Pe 3.6 Pv;, ;-0 . 3 Vel= 6.3 D= 1.1-09 TL== 26.0 0.0598 Pf ' 1.6 Pn � 29.'9 ' 8 Pt 35.4., -------------------------------------------------------------------- Meter = 0.0 Valve = 0.0 8 Q= 1-9.0 <<< SOURCE :>>> Pt 35.4 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C==>CouPlg S,>SwgChk G=>GatVly PSI 100 + 90 + :m 70 + 60 + 50 + =40 X Static X Resid 1* Spr Sys HYDRONICS : FIR1 SPRINKLER HYDRAULIC GRAPH 30 + s 20 ri 10 + * Elev Loss ; 0 ----------------------------- +----------+-------------+.----------+------------+ 0 200 300 400 500 600 700 800 900 1000 1.85 s FLOW -(GPM) { JOB MUMMERT RESIDENCE, I.HEAD FLOWING X - Water Supply Curve * - Water Demand Curve '•' Static 40.0 Psi Avail Press 39.1 Psi @ 19.0',Gpm'{j Residual 38.0 Psi Req' d Press 35.4 Psi @ 19.0 Gpm� •,, ,;' Flow 30.0 Gpm Press Cush'n 3.7 Ps -:1. s tt 1 30 + s 20 ri 10 + * Elev Loss ; 0 ----------------------------- +----------+-------------+.----------+------------+ 0 200 300 400 500 600 700 800 900 1000 1.85 s FLOW -(GPM) { JOB MUMMERT RESIDENCE, I.HEAD FLOWING X - Water Supply Curve * - Water Demand Curve '•' Static 40.0 Psi Avail Press 39.1 Psi @ 19.0',Gpm'{j Residual 38.0 Psi Req' d Press 35.4 Psi @ 19.0 Gpm� •,, ,;' Flow 30.0 Gpm Press Cush'n 3.7 Ps -:1. s i , f !•f' t � ..FA,'..'.Y .�.. S � ori i i'i V±..A : ..F • ! ! r`1 i , HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - ANALYSIS. Page int• 1 CONTRACTOR: ' Date: 03-17-1994 File: MUMM2 JOB : MUMMERT RESIDENCE, 2 HEADS FLOWING STATIC 40.0 Psi RESIDUAL 38.0 Psi FLOW 30 Gpm SPRINKLER MANUF CENTRAL MODEL :'GBR-C MIN SPR FLOW 14.0 Gpm MIN SPR PRES : 10.6 Psi �. Node Elevation K -Factor Pressure Discharge Ft. Psi. Gpm. 1 9.0 4.30 1.0.7 1_4.1 2 9.0 4.30 * 10.7* 1-4.1 3 9.0 12.0 4 9.0 17.5 5 9.0 23.6 :. 6 9.0 27.8 7 .- 9.0 29.5 8 0 . 6 SOURCE 36.4 iA i , f !•f' t � ..FA,'..'.Y .�.. S � ori i i'i V±..A : ..F • ! ! r`1 i HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - ANALYSIS. Page 2 ' 1 CONTRACTOR: r " Date: 03-17=1994 File: MUMM2 'JOB : MUMMERT RESIDENCE, 2 HEADS FLOWING PIPE BEG- END- VELOC FLOW' F-LOSS/F LENGTH F-LOSS DIAM. C-FACTQR:1 NODE NODE (F/Sec) (Gpm) .(Psi/Ft) (Ft) (Psi) (in.) 1 3 1 7.4 14.1 0.1036 12.0 1.2 0.884 150 2 3 2 7.4 3_4.1 0.1036 12.0 1.2 0.884 150 3 4 3 9.4 28.2 0.1238 44.0 5.4 1.109 ',150 4 5 4 9.4 28.2 * 0.1238* 49.0 6.,1 1.109 '150 5 6 5 9.4 28.2 0.1238 34.0 4.2 1.109 150:,,. 6 7 6 9.4 28.2 0.1238 13.5 1.7 1.109 150,: 4 7 8 7 9.4 28.2 0.1238 26.0 3.2 1.109 150 r HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 { - ANALYSIS. Page CONTRACTOR: Date: 03-17-1994 File: MUMM2 JOB MUMMERT RESIDENCE, 2 HEADS FLOWING WATER DEMAND AND SUPPLY ANALYSIS f " STATIC PRESSURE 40.0 Psi RESIDUAL PRESSURE 38.0 Psi AT A FLOW OF 30.0 Gpm , SPRINKLERS FLOWING 2 �t n { AREA PER SPRINKLER 324 Sq.Ft. ' t REQUIRED DENSITY .04 Gpm/Sq.Ft. COMPUTED DENSITY .04 Gpm/Sq.Ft. TOTAL SPRINKLER FLOW 28.2 Gpm DOMESTIC FLOW 0.0 Gpm TOTAL WATER REQUIRED 28.2 Gpm SPRINKLER SYS PRESS 36.4 Psi WATER METER LOSS 0.0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi @ SOURCE (+) TOTAL PRESSURE 36.4 Psi SUPPLY PRESS AVAIL 38.2 Psi DEMAND PRESS REQ'D 36.4 Psi { .� PRESSURE CUSHION 1.9 Psi MAXIMUM VELOCITY ANALYSIS ; PIPE NUMBER 3 t t PIPE DIAME'T'ER 1.109 iris C FACTOR 150 ' MAXIMUM VELOCITY 9.4 F/S { FLOW 28.2 Gpm ` HAZEN WILLIAMS FRICTION 0.1238 Psi/Ft { i' ' r HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULIC'S 2.1 - ANALYSIS. CONTRACTOR: Date: 03-17-1994 File: MUMM2 JOB : MUMMERT RESIDENCE, 2 HEADS FLOWING STATIC : 40.0 Psi RESIDUAL 38.0 Psi FLOW 30 Gpm SPRINKLER MANUF CENTRAL MODEL : GBR-C MIN SPR FLOW 14:0 Gum MIN SPR PRES 10.6 Psi NODE ELEVATION K -FACTOR , (Ft) 1 9.0 4.30 2 9.0 4.30 3 9.0 4 9.0 5 9.0 6 9.0 7 9.0 8 0.6 SOURCE Page 1 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - ANALYSIS. P6ge 2 CONTRACTOR:.. : Date: 03-17-1994 File: MUMM2 JOB MUMMERT RESIDENCE, 2 HEADS FLOWING PIPE BEG- END- LENGTH DIAM. C -FACT FITTINGS EQ.LEN. ; NODE NODE (Ft) (in.) (Ft) i 1 1 3 5.0 0.884 150 L 7.0 2 2 3 5.0 0.884 150 L 7.0 3 3 4 37.0 1..109 150 B2 7.0 4 4 5 41.0 1.109 150 B3R. 8.0 C 5 5 6 17.0 1.109 150 31Z2L 17.0 6 6 7 1.5 1.109 150 B1J 12.0 7 7 8 9.0 1.109 150 3R2S 17.0 r . HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 4.1 - SUBMITTAL. Page i 1 CONTRACTOR: ADDRESS Date: 03-17-1994 File: MUMM2 JOB : MUMMERT RESIDENCE, 2 HEADS FLOWING ;: a STATIC 40.0 Psi RESIDUAL 38.0 Psi FLOW 30 Gpm t SPRINKLER MANUF CENTRAL MODEL : GBR-C MIN SPR FLOW 14.0 Gpm MIN SPR PRES 10.6 Psi NODE ELEVATION K- PRESSURE nISCHARGE NO. FEET FACTOR P S i * Gpm ; • , ,,.� t i ,: ------------------------------------------ 1 9.0 4.30 -------------------------------- 10.7 14.1 -- `1 2 9.0 4.30 10.7 14.1 3 9.0 12,.0 h 4 9.0 17.5 5 9.0 23.6 6 9.0 27.8 7 9.0 29.5 8 0.6 SOURCE; 36.4 SPRINKLERS FLOWING 2 +•' L AREA PER SPRINKLER 324 Sq. Ft . TOTAL DESIGN AREA 648 Sq.Ft. ; • dr REQUIRED DENSITY .04 Gpm/Sq.Ft. COMPUTED DENSITY .04 Gpm/Sq.Ft. • s. TOTAL SPRINKLER FLOW 28.2 Gpm TOTAL DOMESTIC FLOW 0.0 Gpm TOTAL WATER REQUIRED 28.2 Gpm TOTAL SPRINKLER PRESS 36.4 Psi WATER METER LOSS 0.0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi @ SOURCI; h, Copyright(1991) SUPPLY PRESS AVAILABLE 38.2 Psi by DEMAND PRESS REQUIRED 36.4 Psi Hydronics Engineering PRESSURE CUSHION 1.9 Psi. 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 9.4 F/S HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2..1 - SUBMITTAL. CONTRACTOR: ADDRESS Date: 03-17-1994 File: MUMM2 JOB : MUMMERT RESIDENCE, 2 HEADS FLOWING, Page 2 PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi''. END DIAMETER TOTAL (Psi/Ft) -------------------------------------------------------------------------- 1 q= 14.1 K= 4.30 L= 5) . 0 Pt 10, 7 Pt 310. 7 ' 1 Q= 14. 1 F=L F= 7.0 C=,150 Pe 0 ; 0 ; Py Vel= 7.4 D= 0.884 TL= 12.. 0 0.1036 Pf 1. 2 Pn ,, 10.4'!' , 3 Pt 12, 0 a !, f ---------------------------------------------------------------------- 2 q= 14.1 K= 4.30 L= 0 Pt 10 .7 Pt'! -10.7 2 Q= 14.1 F=L F= 7.0 C= 150 Pe 0.0 Pv #-0.4 Vel= 7.4 D= 0.884 TL= 1-2.0 0.1036 Pf 1.2 Pn 10.4.. 3 Pt 12.0 r ------------------------------------------------------------------------ 3 q= 0.0 K= 0.00 L= 37.0 Pt 12.0 Pt- 12.0 3 Q= 28.2 F=E32R F= 7.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.4 D= 1.109 TL= 44.0 0.1238 Pf 5.4 Pn .11:4 4 Pt 17.51' --------------------------------------------------------------------- 4 q= 0.0 K= 0.00 L= 41.0 Pt 17.5.Pt''`17.5 4 Q= 28.2 F=B3R F= 8.0 C= 150 Pe 0.0.Pv ,-0.6 Vel= 9.4 D= 1.109 TL= 49.0 0.1238 Pf 6,1,cPn, 1619.. 5 Pt 2 3. 6'j. 5 q= 0.0 K= 0.00 L,= 17.0 Pt 23.6 Pt .23.6, 5 Q= 28.2 F=3R 'L F= 17.0 C= 150 1"e, 0.0 Pv ' -0 .6 ' ' Vel= 9.4 D= 1.109 TL= 34.0 0.1238 Pf 4.2 Pn 23.0' 6 Pt 27.8 --------------------------------------------------------------------------- 6 q= 0.0 K= 0.00 L= 1.5 Pt 27.8 Pt 27.8 6 Q= 28.2 F=BL F= 12.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.4 D= 1.109 TL= 1:3.5 0.1238 Pf 1.7 Pn '27.2: 7 Pt 29.5 -------------------------------------------------------------------------- 7 q= 0.0 K= 0.00 L= 9.0 Pt 29.5 Pt 29,5.. 7 Q= 28.2 F=3R2S F= 17.0 C= 150 Pe 3.6 Pv -0.6 Vel= 9.4 D= 1.109 TL= 26.0 0.1238 Pf 3.2 Pn,S,28.9 8 Pt 36.4' --------------------------------------------------------------------------- Meter = 0.0 Valve = 0.0 ----------------------------------------------------------------------------- ---------------------------------------------------------------------- 8 Q= 28.2 <<< SOURCE >>> Pt 36.4 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + 0 70 + 60 + 50 ` r t 40 X Static X Resid I* Spr Sys 30 + I 20 ., 10 + 1 * Elev Loss !_ 0++--1---—+----+------+----•———+--------+---------+----------+------------+, 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) r JOB MUMMERT RESIDENCE, 2 HEADS FLOWING ' X - Water Supply Curve * - Water Demand Curve Static 40.0 Psi Avail Press 38.2 Psi @ 28.2 Gpm Residual 38.0 Psi Req' d Press 36.4 Psi @ 28.,,2 Gpm j, . Flow 30.0 Gpm Press Cush' n 1.9 Psi ,4 t •: ', tai, , ki Page 1 ; t mx. / C n HYDRONICS: RESIDENTIAL .FIh_I3 SPRINKLER HYDRAULICS 2.1 - ANALYSIS. -CONTRACTOR:' Date: 02-22-19.94 File: mumml -JOB-: MUMMERT RESIDENCE, 1 HEAD FLOWING STATIC 40.0 Psi RESIDUAL 35.0 Psi FLOW 30 Gpm ,SPRINKLER MANUF CENTRAL MODEL : GBR-C i''MIN SPR FLOW 18.0 Gpm MIN SPR PRES 17.5 Psi Node;, Elevation K -Factor Pressure Discharge Ft. Psi. Gpm. 1 9.0 4.30 * 17.7* 18.1 2 9.0 19.7 3 9.0 19.7 ' 4 9.0 22.1 .5 9.0 24.8 6 9.0 26.6 7 9.0 27.4 8 0.6 SOURCE 32.4 ki Page 1 ,HYDRONICS: RESIDENTIAL EIRE; SPRINKLER HYDRAULICS 2.1 - ANALYSIS. Page 2 CONTRACTOR: Date: 02-22-1994 File: mumml JOB': MUMMERT RESIDENCE, 1 HEAD FLOWING PIPE BEG-. END- VELOC FLOW F-LOSS/F LENGTH F -LOSS DIAM. C -FACTOR NODE NODE (F/Sec) (Gpin) (Psi/Ft) (Ft) (Psi) (in.) 1 3 1 9.4 18.1 * 0.1643* 12.0 2.0 0.884 150 2 3 2 0.0 0.0 0.0000 1.2.0 0.0 0.884 150 3, 4 3 6.0 18.1 0.0544. 4.4..0 2.4 1.109 150 4 5 4 6.0 18.1 0.0544 49.0 2.7 1.109 150 5 6 5 6.0 18.1 0.0544 34.0 1.9 1.109 150 6; 7 6 6.0 18.1 0.0544 13.5 0.7 1.109 150 7, 8 7 6.0 18.1 0.0544 26.0 1.4 1.109 150 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - ANALYSIS. Page 3 CONTRACTOR: Date: 02-22-1994 File: mumml. JOB MUMMERT RESIDENCE, 1 HEAD FLOWING WATER DEMAND AND SUPPLY ANALYSIS STATIC PRESSURE 4:0.0 Psi RESIDUAL.PRESSURE 35.0 Psi AT A FLOW OF 30.0 Gpm SPRINKLERS FLOWING 1 AREA PER SPRINKLER 324 Sq.Ft. REQUIRED DENSITY .06 Gpm/Sq.Ft. COMPUTED DENSITY- .06 Gpm/Sq.Ft. TOTAL SPRINKLER FLOW 18.1- Gpm DOMESTIC FLOW 0.0 Gpm TOTAL WATER REQUIRED 18.1- Gpm SPRINKLER SYS PRESS 32.4 Psi WATER METER'LOSS 0.0 Psi @ SOURCE (+) VALVE -FIXED -LOSS 0.0 Psi @ SOURCE (+) TOTAL,PRESSURE 32.4 Psi SUPPLY;'PRESS AVAIL 38.0 Psi DEMAND PRESS REQ'D 32.4. Psi PRESSURE CUSHION 5.6 Psi MAXIMUM VELOCITY ANALYSIS PIPE NUMBER 1 PIPE DIAMETER 0.884 ins C FACTOR 150 MAXIMUM,VELOCITY 9.4 F/S FLOW 1.8.1 Gprn HAZEN WILLIAMS FRICTION 0.16443 Psi/Ft g HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - ANALYSIS. Page 1 CONTRACTOR: Date:. 02-22-1994 File: mumml TOB IMUMMERT RESIDENCE, 1 HEAD FLOWING STATIC.: 40:0 Psi RESIDUAL : 35.0 Psi FLOW 30 Gpm SPRINKLER MANUF CENTRAL MODEL : GBR-C MIN SPR FLOW 18.0 Gpm MIN SPR PR 17.5 Psi NODE ELEVATION K -FACTOR (Ft) i 9.0 4.30 ` 2 9.0 3. 9.0 P� L sv V 4 9.0 5 9.0 6 9.0 7 9.0 8 0.6 SOURCE HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - ANALYSIS. Page 2 CONTRACTOR:'. Date: 02-22-1994 File: mumml JOB : MUMMERT RESIDENCE, 1 HEAD FLOWING -PIPE BEG- END- LENGTH DIAM. C -FACT FITTINGS EQ.LEN. NODE NODE (Ft) (in.) (Ft) 1 1 35.0 0.884 150 L 7.0 2 2 3 5.0 0.884 150 L 7.0 3 3 4 37.0 1.109 150 B2R 7.0 4 4 5 41.0 1.109 150 B3R 8.0 5 5 6 17.0 1.109 150 3R2L 17.0 6 6 7 1.5 1.109 150 BL 12.0 7 7 8 9.0 1.109 150 3R2S 17.0 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR:1. ADDRESS Date: 02-22-1994 File: MUMM1 JOB : MUMMERT RESIDENCE, 1 HEAD FLOWING STATIC 40.0 Psi RESIDUAL 35.0 Psi FLOW : 30 GPM SPRINKLER MANUF CENTRAL, MODEL : GBR--C MIN SPR FLOW- 18.0 GPM MIN SPR FRES 17.5 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET ------------------------------------------------------------------------------- FACTOR Psi GPM 1 9.0 4.30 17.7 18.1 2 9.0 1_9.7 3 9.0 19.7 '4 9.0 22.1 5 9.0 24.8 6 9.0 26.6 7 9.0 27.4 8 0.6 SOURCE 32.4 SPRINKLERS FLOWING 1 AREA PER SPRINKLER 324 Sq.Ft. TOTAL DESIGN AREA 324 Sq.Ft. REQUIRED DENSITY .06 Gpm/Sq.:Ft. COMPUTED DENSITY .06 Gpm/Sq.Ft. TOTAL SPRINKLER FLOW 18.1 GPM TOTAL DOMESTIC FLOW 0.0 GPM TOTAL WATER REQUIRED 18.1 GPM TOTAL SPRINKLER PRESS 32.4 Psi WATER METER LOSS 0.0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi @ SOURCE Copyright(1991) SUPPLY PRESS AVAILABLE 38.0 Psi by DEMAND PRESS REQUIRED 32.4 Psi Hydronics Engineering -PRESSURE CUSHION 5.6 Psi 34119 Fremont B1, Suite 609 p Fremont, Ca.., 94555 (415) 487-9160 MAXIMUM VELOCITY 9.4 F/S ,� a HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: • ADDRESS Date: 02-22-1994 File: M1?MM1_ JOB : MUMMERT RESIDENCE, 1 HEAD FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) 1 q= 18.1 K= 4.30 L= 5.0 Pt 17.7 Pt 17.7 1 Q= 18.1 F=L F'= 7.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.4 D= 0.884 TL= 12.0 0.1643 Pf 2.0 Pn 17.1 -----=--------- 3 Pt 19.7 2 ---------------------------------------------------------- q= 0.0 K= 0.00 L= 5.0 Pt 19.7 Pt 19.7 2 Q= 0.0 F=L F= 7.0 C= 150 Pe 0.0 Pv 0.0 Vel= 0.0 D= 0.884 TL= 12.0 0.0000 Pf 0.0 Pn 19.7 3 Pt 19.7 -------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 37.0 Pt 19.7 Pt 19.7 3 Q= 18.1. F=B2R F= 7.0 C= 150 Pe 0.0 Pv -0.2 Vel= 6.0 D= 1.109 TL= 44.0 0.0544 Pf 2.4 Pn 19.4 ------------------------------------------------------------------------- 4 Pt 22.1 4 q= 0.0 K= 0.00 L= .41.0 'Pt 22.1 Pt 22.1 4 Q= 18.1 F=B3R F= 8.0 C= 150 Pe 0.0 Pv -0.2 Vel= 6.0 D= 1.109 TL= 49.0 0.0544 Pf 2.7 Pn 21.8 5 --------------------------------------------------------------------- Pt 24.8 5 q= 0.0 K= 0.00 L= 17.0 Pt 24.8 Pt 24.8 5 Q= 18.1 F=3R2L F= 17.0 C= 150 Pe 0.0 Pv -0.2 Vel= 6.0• D= 1.109 TL= 34.0 0.0544 Pf 1.9 Pn 24.5 6 Pt 26.6 ------------------------------------------------------------------------- 6 q= 0.0 K= 0.00 L= 1.5 Pt 26.6 Pt 26.6 6 Q= 18.1 F=BL F= 12.0 C= 150 Pe 0.0 Pv' -0.2 Vel= 6.0 D= 1.109 TL= 13.5 0.0544 Pf 0.7 Pn 26.4 --------------------------------------------------------------------------- 7 Pt 27.4 7 q= 0.0 K= 0.00 L= 9.0 Pt 27.4 Pt 27.4 7 Q= 18.1 FF3R2S F= 17.0 C= 150 Pe 3.6 Pv -0.2 Vel= 6.0 D= 1.109 TL= 26.0 0.0544 Pf 1.4 Pn 27.1 ----------------------------------------------------------------------- 8 Pt 32.4 Meter = 0.0 Valve = 0.0 -------------------------------------------------------------------------- -----•---------------------------------------------------------------------- 8 Q= 18.1 <<< SOURCE >>> Pt 32.4 E=>45-E1b L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly 90 + I' 80 + HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH 20 + 10 + I' *,,Elev Loss 0 A----------------------------- f---------+---------+----------+------------+ 0. 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB t MUMMERT RESIDENCE, 1 HEAD FLOWING X - Water Supply Curve * - Water Demand Curve Static 40.0 Psi Avail Press 38.0 Psi @ 18.1 Gpm Residual 35.0 Psi Req'd Press 32.4 Psi @ 18.1 Gpm Flow 30.0 Gpm Press Cush'n 5.6 Psi �,' 1 �iY,� Nlj lr r• 7 1 .. HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - ANALYSIS. Page 1 .CONTRACTOR: = " Date: 02-22-1994 File: mumm2 JOB MUMMERT RESIDENCE, 2 HEADS FLOWING STATIC 40.0 Psi RESIDUAL 35.0 Psi FLOW 30 GPM SPRINKLER MANUF CENTRAL MODEL : GBR-C .MIN SPR FLOW 13.0 GPM F MIN SPR PRES"Discharge Node Elevation K -Factor Pressure Ft. Psi. 1 9.0 4.30 9.4. .eeo. 2 9.0 4.30 * 9.4:* 13.2 3 9.0 10.5 4 9.0 15.3 5 9.0 20.7 6� 9.0 24.4 7 O.0 25.9 8 0.6 SOURCE . 32.4 F k 1 .. f ,•HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - ANALYSIS. Page 2 CONTRACTOR: h _Date: 02-22-1994 File: mumm2 JOB 'MUMMERT RESIDENCE, 2. HEADS FLOWING -PIPE BEG- END- VELOC FLOW F-LOSS/F LENGTH F -LOSS DIAM. C -FACTOR NODE NODE (F/Sec) (Gpm) (Psi/Ft) (.Ft) (Psi) (in.) .1 3 + 1 6.9 1_3.1 0.0912 12.0 1.1 0.884 150 2 3 2 6.9 13.1 0.0912 12.0 1.1 0.884 150 3 4 3 8.7 26.3 0.1090 44.0 4.8 1.109 150 4 5 4 8.7 26.3 0.1090 49.0 5.3 1.109 150 5•• 6 5 8.7 26.3 0.1090 34.0 3.7 1.109 150 6 7 6 8.7 26.3 0.1090 13.5 1.5 1.109 150 7, 8 7 8.7 26.3 * 0.1090* 26.0 2.8 1.109 150 , f 1 h 1 r i HYDRONICS:, RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - ANALYSIS CONTRACTOR :. r.. Dace: 02-22-1994 File: mumm2 JOB : MUMMERT RTESIDENCE, 2 HEADS FLOWING WATER DEMAND AND SUPPLY ANALYSIS STATIC'PRESSURE iris 40.0 Psi RESIDUAL PRESSURE 8.7 35.0 Psi AT A FLOW OF Gpm 30.0 Gpm SPRINKLERS FLOWING 2 AREA PER SPRINKLER 324 Sq.Ft. 'REQUIRED DENSITY .04 Gpm/Sq.Ft. COMPUTED DENSITY .04 Gpm/Sq.Ft. TOTAL'SPRINKLER FLOW 26.3 Gpm DOMESTIC FLOW 0.0 Gpm TOTAL WATER REQUIRED 26.3 Gpm SPRINKLER SYS PRESS 32.4 Psi WATER METER LOSS 0.0 Psi @ SOURCE: (+) VALVE FIXED LOSS 0.0 Psi @ SOURCE (�) TOTAL . PRE•SSURE 32.4 Ps i SUPPLY PRESS AVAIL 36.1 Psi DEMAND PRESS REQ'D 32.4 Psi PRESSURE CUSHION 3.7 Psi MAXIMUM VELOCITY ANALYSIS PIPE NUMBER PIPE DIAMETER C FACTOR MAXIMUM VELOCITY FLOW HAZEN WILLIAMS FRICTION :3 1. 109 iris 150 8.7 F/S 26.3 Gpm 0.1090 Psi/Ft J Page 3 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - ANALYSIS. Page 1 CONTRACTOR Date:?'02-22-1994 File: mumm2 JOB .i MUMMERT RESIDENCE, 2 HEADS FLOWING STATIC+L:, 40':0 Psi RESIDUAL 35.0 Psi FLOW 30 Gpm SPRINKLER MANUF CENTRAL MODEL : GBR-C MIN SPR FLOW 13.0 Gpm MIN SPR PRES 9.1 Psi NODE ELEVATION K -FACTOR (Ft) 1 9.0 4.30 .2 9.0 4.30 :3 9.0 '4 9.0 5 9.0 6 9.0 7 9.0 8 0.6 SOURCE a . • 1 p HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - ANALYSIS. Page 2 CONTRACTOR:' Late: 02-22-1994 File: mumm2 JOB-:.MUMMERT RESIDENCE, 2 HEADS FLOWING •PIPE BEG- END- LENGTH DIAM. C -FACT FITTINGS EQ.LEN. NODE NODE (Ft) (in.) (Ft) 1 1 3 5.0, 0.884 150 L 7.0 2 2 3 5.0 0.884 150 L, 7.0 3 3 4 37.0 1.109 150 B2R 7.0 .4 :, 4 5 "41.0 1.109 150 B3R 8.0 5 5 6 17.0 1.109 150 3R2L 17.0 6 6 7 1.5 1.109 150 BL 12.0 7 7, 8 9.0 1.109150 3R2S 17.0 p HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: ADDRESS Date: 02-22-1994 File: MUMM2 JOB : MUMMERT RESIDENCE, 2 HEADS FLOWING STATIC 40.0 Psi RESIDUAL 35.0 Psi FLOW 30 Gpm SPRINKLER MANUF CENTRAL, MODEL : GBR-C MIN SPR'FLOW 13.0 Gpm MIN SPR FRES 9.1 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO., FEET FACTOR Psi Gpm -------------------------------------------------------------------------------- 1 . 9.0 4.30 9.4 1.3.2 .2 9.0 4.30 9.4 13.2 3- ;. 9.0 10.5 4 9.0 15.3 5,. 9.0 20.7 6 9.0 24.4 7 9.0 25.9 8 0.6 SOURCE 32.4 SPRINKLERS FLOWIEG 2 AREA PER SPRINKLER 324 Sq.Ft. TOTAL DESIGN AREA 648 Sq.Ft. REQUIRED DENSITY .04 Gpm/Sq.Ft. COMPUTED DENSITY .04 Gpm/Sq.Ft. TOTAL SPRINKLER FLOW 26.3 Gpm TOTAL DOMESTIC FLOW 0.0 Gpm TOTAL WATER REQUIRED 26.3 Gpm TOTAL SPRINKLER PRESS 32.4 Psi WATER METER LOSS 0.0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi @ SOURCE Copyright(1991) SUPPLY PRESS AVAILABLE 36.1 Psi by DEMAND PRESS REQUIRED :32.4 Psi Hydronics Engineering PRESSURE CUSHION 3.7 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 r (415) 487-9160 MAXIMUM VELOCITY 8.7 F/S �-4 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: 9DDRESS Date: 02-22-1994 File: MUMM2 JOB : MUMMERT RESIDENCE, 2 HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi 'END` ------------------------------------------------------------- DIAMETER TOTAL (Psi/Ft) 1 q= 13.2 K= 4.30 L= 5.0 Pt 9.4 Pt 9.4 1 Q= 13.1 F=L F= 7.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.9 D= 0.884 TL= 12.0 0.0912 Pf 1.1 Pn 9.1 3 --------------------------- Pt 10.5 2 q= 13.2 ------------------------------------------- K= 4.30 L= 5.0 Pt 9.4 Pt 9.4 2 Q= 13.1 F=L F= 7.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.9 D= 0.884 TL= 12.0 0.0912 Pf 1.1 Pn 9.1 3 Pt 10.5 7 ----------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 37.0 Pt 10.5 Pt 10.5 3 Q= 26.3 F=.B2R F= 7.0 C= 150. Pe 0.0 Pv -0.5 Vel= 8.7 D= 1.109 TL= 44.0 0.1090 Pf 4.8 Pn 10.0 4 --------------------------------------------- Pt 15.3 4, q= 0.0 K= 0.00 .L= 41.0 ' ----------------- Pt 15.3 Pt 15.3 4 ,j' Q= 26.3 F=B3R F= 8.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.7 D= 1.109 TL= 49.0 0.1090 Pf 5.3 Pn 14.8 5 --------------------------------------------------------- Pt 20.7 5 q= 0.0 K= 0.00 L= 17.0 Pt 20.7 Pt 20.7 5 Q= 26.3 F=3R2L F= 17.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.7 D= 1.109 TL= 34.0 0.1090 Pf 3.7 Pn 20.1 6 ----------------------------------------------------------- Pt 24.4 6 q= 0.0 K= 0.00 L= 1.5 Pt 24.4 Pt 24.4 6 Q= 26.3 F=BL F= 12.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.7 D= 1.109 TL= 13.5 0.1090 Pf 1.5 Pn 23.9 7 -------------------'------------------------------------------------ Pt 25.9 , 7 q= 0.0 K= 0.00 L= 9.0 Pt 25.9 Pt 25.9 7 Q= 26.3 F=3R2S F= 17.0 C= 150 Pe 3.6 Pv -0.5 Vel= 8.7 D= 1.109 TL= 26.0 0.1090 Pf 2.8 Pn 25.4 A 8 Pt 32.4 ------------------------------------------=-------------------- Meter = 0.0 ------------------ Valve = 0.0 8 ---------------------------------------------------------------- Q= 26.3 <<< SOURCE >>> - Pt 32.4 E=>45=E1b L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly -90 + HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH :I 70 + 60 + 50 +- 40.X Static X" X Resid 30"+* Spr Sys 20 + 10.+, * Elev Loss 0+--+='--+----+------+-------+--------+----------+----------+------------+ '0 200 300 400 500 600 '700 800 900 1000 1.85 FLOW -(GPM) JOB": MUMMERT RESIDENCE, 2 HEADS FLOWING X = Water Supply Curve * - Water Demand Curve Static 40.0 Psi Avail Press 36.1 Psi @ 26.3 Gpm Residual 35.0 Psi Req'd Press 32.4 Psi @ 26.3 Gpm Flow 30.0 Gpm Press Cush'n 3.7 Psi Oycl William F. Squyres P.O. Box 3176` Chico, CA 95927 utte1-60-undil :-j -D r NATURAL WEALTH AND 3EA•1- z BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538.7541 FAX: (916) 538-2140 DAZE: 4/12/94 RE: Fire Sprinkler System A.P: . 042-100-068 With reference to the above subject, attached is: [ X ] Plan check list- [ ] Red marked calculations [, ] Red marked plans Other: ACTION REQUIRED: X] Comply with plan check list [ ] Resubmit plans with revisions as•required [. ] Resubmit calculations with revisions as required. Remarks: B.P.# 93-4003 Should you have any questions, please call (916) 538-7541, between 3:00 & 5:00. Very truly yours, cc: Frank Jaurequi 3020 Coronado Chico, CA 95926 4Pla 7ck nry Engineer Permit Applicant: Jaurequi Permit No. 93-4003 J A.P. No . 042-100-068 Date: 3/14/94 The above referenced fire sprinkler plans were reviewed by this office... Provide additional information and/or make revisions to plans, specifications, and calculations as follows: 1. Plans must show water flow alarm per Sec. 3-6. Provide specifications for alarm. 2. Plans must specify means of ensuring that water storage supply does not fall below the minimum required (1.10x260=286 gallons). 3. The. calculations must show adequate residual pressure at the remote sprinkler per listing. The GBR=C head requires 19.5 psi minimum, calculations show 17.5. -psi. 4. The sprinklers must be located so as to. provide complete coverage consistent with'the design. ,The plans do not indicate complete coverage for the design requirements in the listing. Return r�o DPW AGRICULTURAL STATEMENT OF AC.D10W1.EDG-E:M1T .,:.. 'i - FOR RESIDENTIAL DEVELOPMENT 93-53611 Section 26=8.1 of the Butte Cou y --..Code requires this acknowledgement b re_ r e _ prior to issuance of a building p 93-0566111 The property described herein is adjacent I to land or included within an area zoned Recorded I for agricultural purposes, and residents Official Records I of this property may be � subject to incon- County of I veniences or discomfort arising from the Butte I use of agricultural chemicals, including, Candace J. Grubbs I but not limited to herbicides, pesticides, Recorder I and fertilizers; and from the pursuit 11:22am 22 -Dec -93 I of agricultural operations including,` but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. tural zones which have as a priority use for productive within said zones and on adjacent property should be or discomfort from normal, necessary farm operations. Rec Fee 8.00 Check 8.00 PUBL XX 2 Butte County has established agricul- agricultural purposes, and residents prepared to accept such inconvenience All that real property situate in the County of Butte, State of California, described as follows: ' 4& 6A)s Wo�. c U C_ 0 Cc, 05 Date: ERTY S b State of ���-J�,e ) On this the ay of �19 f-3, before me, the SS. undersigne otary blit, personally appeared County of XJT t ) s_nnluuuuuoummumummuwuuuuwlwunlwuuu. OFFICIAL SEAL D f7 1001440 �m MARIA 6RNIDA MARTINEZ Npersonally known to me . 2 P NOTARY PUBLIC -CALIFORNIA roved to me on the basis Q •.. COUNTY OF BUTTE W Of satisfactory evidence. _ My Commission Expires August 19, 1997 = y annuuunnnnuumnnnunwuulllulllluuomulllllll to be the person --5) whose name -- subscribed to the within instrument and acknowledged that /4E; executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. - of Public 13 , 0 DESCRIPTION 93-56611 92-28399 ORDER NO. BU -128055 MC I� i ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 26, 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 64, 65 AND 66. PARCEL II• A 60 FOOT EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES AS SAID EASEMENT IS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 26, 1991, IN BOOK 123 OF MAPS, AT PAGE(S) 64, 65 AND 66. END OF DOCUMENT END OF DOCUMENT 042-100-068 PERMIT#94-3210 JAUREGUI, FRANK .= 1469 GODDARDS WAY, CHICO GAS HTR & .METER FOR SHOP z. /'O`F/FICE COPY Address/D G GAS Meter By Date % ELECTRIC'` Meter By _ Date t• , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION -� •� 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT o. APPLICATION AND PERMIT �4 " •� �, 042-100-068 ZONING 65 BUILDING PERMIT OWNER �. frank Jnure ui 4 TELEPHONE 891-6328 SO. FT. OCC. BUILDING VALUATION °±14469 CODDARDS WAY CHICO 95926 CONTRACTOR'S NAME 17L\ ( F3 TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1469 GMT)DARDS WAY, CHICO PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SHOP SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home J S I G I W 1 @20.00 TYPE OF WORK New ❑ Addition CI Remodel ❑ Utilities 1) Installation ❑ Other G Describe Work: GAS HEATER & METER POR SHOP PERMIT FEE $ 15.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 26"ORLESS 200A OR LESS ) 23.00 Main Service I 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. , OR ADONS. I a ACC. BLDS. g0 ) 3.50 FT. NEW CONST. MULTI -OUTLET NON.RES ( BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification El 1, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ lam exempt under Sec. Business and Professions Code forthis reason ( POWER APPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. @ .50 FIXED APPWS. OR Ex. Occu p' OUTLETS IRES10.1 EA. ) 5.00 ( Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 28 00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation prov;sions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ 35.00 Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X ;: Gam._ - , Date 1 — L, rr) ; e/ Signature of Applicant -17 Owner tEl Contractor ❑Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEES 70�DO HAZ. D. FEES IMP ROOD AY{ 7F PARCEL PD Ho ISSUF� 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 aclr_/� if ?��t�►�' C� �., Date PERMIT EXPIRES ON - 1y I/ 6 lDetel ' Receipt No. /705-L5- 7D5ZWHITE-D.D.S.-B.D. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 C-66-MV-'C'enter Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 ff i I o• APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 042-100-068 ZONING a5 BUILDING PERMIT OWNER frank jauregui TELEPHONE 891-6328 SQ. FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS ±1469 GODDARDS WAY CHICO 95926 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS J-4659 GODDARDS WAY, 12111120 PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15.00 Each gas water heater or vent 15.00 USE OF STRUCTURE SFO Duplex O Mobilehome O Other SHOP SPECIFY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New O Addition O Remodel O Utilities P Installation O Other O Describework: GAS HEATER & METER FOR SHOP PERMIT FEE $ 35.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main ServiceBOOV OR LESS ( 200A OR LESS I 2.3.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( ACC. BLOS. I d S 3.5C ST". CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification -12r1, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O 1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 1320 1.00 Ex. Occup.FIXED APPWS. OR (OUTLETS IRESID.1 EA. I 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ 35.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgmen costs, and expenses which may in any way accrue against said Co ,conseq nce Of the granting of this permit. X Date — Sign lure of p licant caner O Contractor ❑ Agents �� An OSHA permit is required for excavations over 5"0" deep and demolition or construction off structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE $ 70.00 MAZ. D. FEES IMP FLOOD A COF PARCEL PO HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. / By / Datrs, PERMIT EXPIRES ON ( (ph rel Receipt No. e �a �Z5 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OFFICE MEMO STO.'100(REV.1091) - DATE —TANNO. FROM aunuc uuuacn i -� C,IlqL- _ CH«c�) SUBJECT -�fi���i Suite r c e- Po sti�� . /f/d2 Id be .f /ev¢-ee- X4,1 /-r c>o,je-2 1 L Iti- ) / C-111 rrl> 91 624 �v �,zp..Ti.,�.+�'t _•vr'�K { .1'�{�y� •. �..,. COUNTYOF BUTTE- DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISIONI 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET J/ OWNER rRA•J K J A V R rG U >' A. P. No. yZ - /0- Iba Proposed Building Use �S'W0/0 - C/a5 Se c J/l-e- Building Inspector C-- Date I1 3fl 5�/ At time of peradit 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 . ............................................ 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). .. ... . est 20. Pre -inspection for P��"�ng Inspector p required. . to Building Inspedor (Date) 21. Contractor's license information. (No., Name Style, Classification). ..'............ Certificate of Workmans Compensation Insurance . ................... i 23. Owner -Builder Verification (Given to ownerZ---�, Mail to owner 24. Recorded copy of Agricultural Acknowledgement Statement. 2tdt/il 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. i When you issue the _permit, process as follows: //�1Aail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised 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 COUNTY OF BUTTE Department of Development Services Building Division Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541 Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally pian to provide the major labor and materials for construction of the proposed property improvement (yes or no) .2. I (have/have not)AdIz4–signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractor's License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractor's License No. 5. I will provide some of the work but I have contracted (hired) the following person_ s to provide the work indicated: Name Address Phone Type of Work 68 `= Signed: Property Owner —07 Social Security Nurhber Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. fZ - /o - 6a , S / IPMENT SERVICES - BUILDING DIVISION X5965 - Telephone (916) 538-7541 P RMIT N0. TID PERMIT 042-10-0-068 93-4003B BUILDING PERMIT , JAUREGUI, FRANK 8 SQ. FT. OCC. BUILDING VALUATION 1469 GODDARDS WAY, CHICO I 2474 3,958.40 CONTR: BILL SQUYRES r FIRE SPRINKLERS/SF Fireplace CONSTRUCTION LENDER WN Total Valuation s 3 958.40 SACRAMENTO SAVINGS LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEER towLICENSE No. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ LN Penalty $ BUILDING ADDRESS rI 1469 GODDARDS WAY PERMIT FEE $ 123.95 PLUMBING PERMIT Fling Fee 1 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME ' PARCEL MAP Water piping 15.00 Each gas water heater or vent 15.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 15.00 SF O Duplex O Mobilehome O Other SPECIFY Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK PERMIT FEE $ New O Addition ElRemodel O Utilities ❑ Installation O Other O Contractor Describework: FIRE SPRINKLERS ELECTRICAL PERMIT Fling Fee 20.00 Main Service ( BOOV OR LESS ) 23.00 200A OR LESS ` Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 6 ACC. BLDS. gO, ) 3.50 FT, CONTRACTORS LICENSE LAW I de tare under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and rofessions C d and license is in full forced ef� ct. License N0. > — Classification O I, as the owner, or my employees with wages as their sole compensation, will do NEW CONST. MULTI -OUTLET NON.RESID. ( BRANCH CIRCUITS ) @7.50 ( POWELERAPPARATUS ) O SINGOUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .50 Ex. Occup. FIXED APKNS. OR p ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 the work, and the structure is not intended or offered for sale. (Sec 7044) I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) I am exempt under Sec. Business and Professions Code Mobile Home Facilities 20.00 Misc. Wiring 28 forthis reason WORKER'S COMPENSATION INSURANCE PERMIT FEE $ I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Contractor MECHANICAL PERMIT filing Fee 20.00 Heating Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. AI shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Cooling Hood 6.50 Notice to Applicant: If after making this statement, should you become subject to the Ventilation Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. Mobile Home Installation Fee $ I agree to comply to all Butte County Ordinances and California State Laws relating to Energy Inspection Fee $ building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. OCC CONST. TYPE TOTAL FEE $ I also agree to save, indemnify and keep harmless the County of Butte against all 123.95 liabilities, judgments, costs, and expenses which may in any way accrue against said HAZ. 1 D. FEES I IMP I FLOOD I COF I PARCEL I PD I HD I ISSUE County. /inonsequence of the granting of this permit. / This permit is hereby issued under the applicable provisions % Date �� — of the Butte Count Code and/or Resolutions to do work nature of Applicant - ❑ Owner /Contractor Agent y OSHA permit is required for excavations over 5"0" deep and demolition or indicated above for which fees have been paid. construction of structures over 3 stories in height. DIRECTOR OF PUBLIC WORKS ReceiptNo. 154040 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT By PERMIT EXPIRES ON Date .� _ ,.� L