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047-250-195
047-250-191 '99-1639 MANN, Mike &, Leslie / yj/� Keefer Road, co Contr: Owner `New Detached rage J47-2]U-IYI 9Y -Z34'/ MANN, ANDREW ,T 4114 KEEFER ROAD, CHI CONTR:WL < FIRE SFR 047-250-191 99-1638 MA Mike R Leslie , I N Keefer Road, CI Contr. Owner 'a/ New Single Falai Dwelling ,:z, 047-250-191 99- 173 MANN, MIKE 4114 KEEFER OAD, CHICO CONTR: O R GARAG DITION Y ►t ;� • NOTES RESIDENTIAL %047-250-191 99-2347 PER IT NO.. MANN, ANDREW _ 4114 KEEFER ROAD, CHICO CONTR: FIRE SPRI LERS 1 A'a �U fr SPECIAL CONDITIONS SRA OD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER f JOB FINALED (Date)JI / div Signature 0 JiC CHECKED BY ?1 RESIDENTIAL %047-250-191 99-2347 PER IT NO.. MANN, ANDREW _ 4114 KEEFER ROAD, CHICO CONTR: FIRE SPRI LERS 1 A'a �U fr SPECIAL CONDITIONS SRA OD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER f JOB FINALED (Date)JI / div Signature 0 JiC CHECKED BY ✓ = OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Only; License Decal Health Department Approval 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ,/ = OK 0 =Not OK - = Not Applicable =Not Ready RESIDENTIAL (: Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mach Fasteners -Bond Gas & Water 78. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 80. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral C) Yes O No 81. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 83. 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Exterior Elec. Trim, G.F.I. Receptacle -Underground 35. A.C. Ducts Insulation & Support Ventilation Throughout House 36. Vent Fan, Exhaust above insulation Glass Protection 37. Condensate Drain & Overflow, Size & Grade Corrections from Previous Inspections 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Gas Test -Meters Tagged, Gas -Electric 39. Attic Access & Platform if Furnace in Attic Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors Comments at Final: 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 'ingle & Duplex) r Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive p Yes p No/Walks ❑ Yes Z) NQtPlanters 0 Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISI 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 PERMIT NO. (Rev. 12/96) ' APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 047-250-191 ZONING BU NG PERMIT OWNER ANDREW MANN TELEPHONE — 5901 SO. FT. OCC. BUILDING VALUATION 1702 @ 1.60 2723 - OWNERS MAILING ADDRESS CONTRACTOR'S NAME . r TELEPHONE CONTRACTORS MAILING AD SS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 2723 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 4114 KEEFER ROAD, CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 109.10 LAT NO. SUBDNISX)N'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 1 20.00 Each Trap 7.00 USEOFSTRUCTURE SF CR Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition O Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FIRE SPRINKLERS Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.AOR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWEPPARATUS License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. Ip I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO lOooA 46.00 NEW CONST. DWEWNG OCCUP. WEE OR ADDNS. ( & ACC. BLAS. SO 3.50FT. No ES'.. MULTI -OUTLET @7.50 a SINGLER AOLJrLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q" 1.00 SAL @ .so Ex. Occup. OflxLITit�s AEs DE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ' I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation of California, and agree that f I should become subject to the workers' o sation ovisions of section 3700 of the Labor Code, I shall forth ' c y with a provisions. �G X ____ Date 2_ ;f _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ /09.10 HAZ. D. FEES IMP FLOOD CDF I PAR PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By4�4fDat PERMIT EXPIRES ON `D the applicable provisions Resolutions to do work been paid. /1 9 V 1h r le Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO (Rev. 12/96) ' APPLICATION AND PERMIT �V_ X34,7 A3SESSOFPARC4Nu Eq 5O„ `-f ZOMNO BUILDING PERMIT OWNER Q°Q 5Q0, SO. FTJ OCC. BUILDING VALUATION OWNERS hm tft& CONTRACTOR'S TEU9NONE CONTRACTORS MAJUNO AD CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRI s Total Valuation S ARCHITECT OR ENWNEEA LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCWTECT OR NSE M S MALUM ADDRESS Plan Checking Fee $ BUNLDINGADDRESS/ / r 144—LA 4 Energy Plan Checking Fee $ I U( $ LJ PERMIT FEE t LOT NO. aLIe01WSI0N'S NAL! PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Tr 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SFX Duplex ❑ Mobilehome ❑ Other Water piping 15.00 Each gas water heater or vent 15.00 SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ud s [03In 6ation ❑ OtherxJ Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home ISI G1 W1 @20.00 ` Describe Work: PERMIT FEE i ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 Main Service 200A TO I000A 46.00 NEW CONST. DWELLNNG °°CUP. 3.Sd so. OR ADONS. & ACC. BUDS. NEW ON•RESID. CONST. MuLTLOUTLET @7.50 POWER APPARATUS & SINGLE OUTLET CIF. OUTLET OR FIXTURES 20 ® 1.00 Ex. OCCU BAL 0 .50 (OZOAP LNs. OR Ex. Occup. 5.00 OunEis ESLD. EA. Temporary Service 23.00 "' Mobile Home Facilities 20.00 (m 1� Misc. Wiring 23.00 PERMIT FEE $ J MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling �1 t Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ i Energy Inspection Fee S °C COST rr- TOTAL FEES q, O I I i HAZ. 0. FEES I IMP I FLOOD I COF PARCEL I POI ND SSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ----- --- - (DA10) •Tw!F`f `,,.. ..j"�'1++.. ;^'M -''ori �' -• !' '-rY. �', * ;S .. ., , GOUN,TY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT "PLICA TION DATA SHEET OWNER:Wamm $ ASSESSOR PARCEI, NUMBER: Q y d I q Proposed Building Use: 5 -Iva- n Building Inspector: egg. Date: 7AII permit application, Iwas advised the following data must be submitted prior to permit processing and/or issuance: Date Received By tems have been submitted.------------------------------------------------------------------------------------- r ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .----------------- ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. Ell 5. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- 1117. --------------------- ❑17. Planning approval for (A) Use: (B) Parking: _. ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 1120. Pre -inspection for required. Request to Building Inspector on (Date) 112 1, Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑ 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. -------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: ^ " When you issu LpLermit, r/� ss as follows 11 Mail to owner, ❑Ma�ilA-to contractor. ` Telephone �T 5�y� and hold for pickup at �Y office. ❑ Delivei with inspector. Applicant: //c W',' ✓? Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: NOTES RESIDENTIAL '047-250-191 99-1639 'MIA'NN, Mike & Leslie PERMIT N0.. Kcefer Road, Chico - — Contr: Owner New Detached Garage ell l0 6 N L_5>1� A4.11 11 SPECIAL CONDITIONS 11 ✓ SR?e' ZFLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) aung Signature a ah ACZI L CHECKED BY ✓ = OK 0 = Not OK - = Not Applicable MOBILE HOMES • = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance 6 Discorinect 8. Utility Clearance 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 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. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVER5, CARPORT GARAGE tans) OK except #'s L"6n8 Requirements -Setbacks -Easements 2 ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date ?1730 4-f Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Liaht Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date 46. Underfloor (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped Date 8. Piers -Fireplace Ftg.-Steel Date 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Date 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 72. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date 46. Card B-1 Date Card B-1 Date 47. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Date 55. Card B-1 Date Card B-1 Date 56. Card B-1 Date Card B-1 Date 57. FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Undertlr. Access 58. Glazing Area -Glass Protection-Skylights-Piastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance-Ftearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive 0 Yes ] No/Walks ] Yes :1 No/Planters D Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: a jFNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIO County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 , PERMIT NO. (Rev. 12/96) e�` APPLICATION AND PERMIT 140, ASSESSOR PARCEL NUMBER 047-250-191 ZONING BUILDING PERMIT OWNER MANN, MIKE & LESLIE TE 8945905 SO. FT. OCC. BUILDING VALUATION 884 U 15 12 .OWNERS MAILING ADDRESS 236 G7EST EAST AVENUE, CHICO 95926 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER EFFireplace LENDER'S MAILING ADDRESS Total Valuation $ 15912 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 171.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS KEEFER ROAD, CHICOgy Ener Plan Checking Fee $ g PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome b Other DETACHED GARAGE SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New [k Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20.AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEwNG OCSO OR ADDNS. ( 8 ACCUP. C. S. 3.5¢F7. 30 95 NO p61D. T. MULTI.OUTLET 97.50 POWEPPARATUS a SINGLER AovnFr CIR. .00 EX. Occup. OUTLET OR FIXTURES SAL @ 1.50 IED Ex. Occup. oLIT rs Ao .) DR., 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 73-99 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1� I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' laws of California, and agree that if I should become subject to the workers' compe ' sa provisions of section 3700 of the Labor Code, I shall forthwith_c1pos ions. X Date %/%-J�� Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 0 co T• 7' TOTAL FEE $ 376.10 /0. HAZ. FEES M 000 CDF PARC pO H Z7compensation 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. /� / Q9 By, Dat PERMIT EXPIRES ON �Q 2l 0 (� ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PE MIT NO. (Rev. 12/96) APPLICATION AND PERMIT I� ii __f ASSESSOR PARCEL NUMBER © 4-7 �jr/� ` /� /'� /� !/ ZONING BUILDING PERMIT OWNER T iNES �C' _l ♦ J SO. FT. OCC. BUILDING VALUATION OWNER'S MAID �♦iF¢IYJ— r'1 r �/� ^ lr�. CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MNLNG ADDRESS Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. Filing Fee 5 20.00 Permit Fee 5 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee S 5 SUILOINGADDRESs Energy Plan Checking Fee 5 a PERMIT FEE S , LOT NO. SUBDIVISIONS HAMS PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Tr 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobllehome Other sP�l� Solar or hent pump water heeler 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK NewA Addition ❑ Remodel ❑ Utilities ❑ Instigation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service °00AA Goa LESS 23.00 23 -LID LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit Is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ i certify that in the performance of the work for which this permit Is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 90• deep and demolition or construction of structures over 3 stories to height. Main Service a•oA To L000A 46.00 HEW CONST.DWELLING OCCURS° J�. OR ADDNS. a ACC. BLOB. 3.50Fr.' V 96, NEW NO"ESID. CONST. MULTI -OUTLET @7.50 POWER APPARATUS a sNCLLE o qR EX. Occup OUTLET OR FUT MES gw Ex. Occup. o= ®Io.)EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fig Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT EI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE _ 1111E IMP I FLOOD I COF PARCEL I PD, Ho 1 ISSUE This permit Is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date DAto Receipt No. WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I 2GeX ; a:st :Ave. Chico; Ca: 95973 ;q�•v41o5 Parcel Number 047-250-191 Building Permit Number: 99-1639 BEAUTY BUILDING DIVISION DEPARTMENT OF DEVEL013MENT SERVICES 7 COUNTY CENTER DRIVE - OROVILL=, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 536-2140 The above referenced building plans were reviewed by this office. Please respond in writing to w, A each comment by creating a response letter. Indicate which detail, specification, or calculation R't'shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the enkineer's "wet" stamp, signature, registration i Lumber and expiration date on all sheets of plans depicting the designed elements and cover s leets of calculations. Provide additional information and/or make revisions to plans, specificatio) is and calculations as follows: Flood elevation certificate I nust be revised to reflect the lowest grade immediately adjacent to the building. As pads have bei ;n constructed the elevation provided as the lowest grade is no onger valid. Revise to show 1 he elevation of the new building pad. ff �) rovc a attic access from g gage into roof attic. russesfiav`e not been desi;;ned with any floor load in mind. If you intend to later convert this area for some type of use, eith .-r storage or living you must address floor lrro1__a--ds now. out hol down and all inchor bolts on the foundaton plan. All requirements for alternate raced wall panels must be cle irly shown on the plans. Plans do not reflect materials to be used on the a error of the ge. Please :note plans. UT r- r6vidtwo copies Totru ss lay oust with trusses identified. Design trussess to the 1997 UBC. Plan check will continue upon reciept of all of the above items. Additional items may be required when your plan check is resuir ed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday -:hrougf.{ Fridays. Sincerely r arth� tney L Plans examiner Chico, Ca. 95973 Parcel Number 047-250-191 Building Permit Number: 99-1638 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 53F•-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a re sponse letter. Indicate which detail, specification, or calculation shows the requested informati )n. vaur complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration I cumber and expiration date on all sheets of plans depicting the ®l� ire designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specificatio: is and calculations as follows: j� Flood elevation certificate ; nust be: revised to reflect the lowest grade immediately adjacent to the building. As pads have be:n constructed the elevation provided as the lowest: grade is no �M ' longer valid. Revise to show 1 he elevation of the new building pad. M00 ; L '�l Energy calcs need to be rei ised for the following item: A. Use the Calres2 L3 4.03 program. Dom`.` Provide a current [1999] h landatory Measures checklist [2 copies, initialed a ro ri.atl b N4at . 1 P P Y Y build' g designer]. C. Includ .- windows on the West elevation of the building in your calcs. 4tn d1n ® t CS t�o`t' 3. Plans are in line-up for stru -,tural review, I will contact you reguarding any questions which arise as a result of this plan rei iew. . Provide location of furnace AC unit must also be located one foot above flood elevation. As ( these are usually set otconcrel a pads you should note minimum thickness of pad required to raise PL - unit above flood elevation. Plan check will continue upon reciept of all of the above items. Additional items may be required when your plan check is resurr. ed. If you wish to discuss any reqs irements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday 1 hrough Fridays. Sincere , arth tney P1ans xaminer Septernber 7,_1 9 MikevandLeslie Mann " East "Ave. #152 Chico, Ca. 95973 Parcel Number 047-250-191 Building Permit Number: 99-1639 Count LAND OF NATURAL WEALTH. AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed' elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Flood elevation certificate must be revised to reflect the lowest grade immediately adjacent to the building. As pads have been constructed the elevation provided as the lowest grade is no longer valid. Revise to show the elevation of the new building pad. 2. Provide attic access from garage into roof attic. 3. Trusses have not been designed with any floor load in mind. If you intend to later convert this area for some type of use, either storage or living you must address floor loads now. 4. Call out hold down and all anchor bolts on the foundaton plan. All requirements for alternate braced wall panels must be clearly shown on the plans. Plans do not reflect materials to be used on the exterior of the garage. Please note plans. 5. Provide two copies of truss lay out with trusses identified. Design trussess to the 1997 UBC. Plan check will continue upon reciept of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner "SIDENrIAL PLAN CHECKING GUIDE � SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: V r ` �'�� A��Y�eU1BUILDINGPERMITNUMBER: PLAN CHECKER: A P. NUMBER: /T11'!w • t 1' Zoning requirements: (side yards and number of permitted living units). Valuation. P �{p d t!0 /3. Plans signed by designer. (V�1 �' �' V l Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. 1. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. '—"fro v 1 cf e ((� C �-F/ CO 5. Flood hazard. G s WGG I Fl 6. Special conditions on creation map (Noise, S.R.A., Fire Sprink! ater Tender, Trees,to.). i7� F.A.U. & F.A.S. road setback. Ar Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). �. Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. f Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 37 exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. JW.Smoke detectors (Section 310.9.1). Vo /_Plumbing fixtures, water closet clearances and shower size. 6 � ` TR DETAILS- Conventional ETAIL Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). M Standard bracing or engineered design (Section 2326.11.3). A< Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. l Elevations and wall construction details complete enough to construct building. 8., Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. v 11. Garage door and/or porch header sizes. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. /yllvi1'L 15. Special Inspection requirements. 16. Header size. 0 Sheetrock nailing inspection required? July 1996 3.2 July 1996 3.3 ARK h4ISCELLANEOUS ITB4S TOO 1T FOR• X Stairway details: landings, rise and run, head clearance, handrails (Section 1006). �Y Guardrail details (Section 509). Brick or, stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). S'r Proper roof pitch for roof covering (Section 1501). �! Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits -on three - story dwelline,(Section 1003). Underfloor access and ventilation (Section 2317.7). 2. Attic access and 'ventilation (Section 1505). / Combustion air for fuel burning appliances - L.P.G. requirements. J Noise requirements on duplexes. Energy design - Flashing at all exterior openings. 17. C.D.F. responsible area requirements. July 1996 3.3 JUTTE Co -um -f 4-mOILDING APPROVED pin L - JUTTE Co -um -f 4-mOILDING APPROVED pin slob Truss Truss Type Oty Ply MANN 812MANN 26ATTIC GAMBREL ATTIC 18 1 fl S nv — I—. wu-ot s reo io iaw mi i eK mauscnes, mc. rn bep w ion cor iaay rage 1 5-10-4 20-1-12 26-0-0 5-10-4 14-3-8 5.10-4 5.00 12 5x5= 7X� 5x8= 9 8 7 116 5x8= 8x8= ' 3x1011 3x10 11 8x8= 5.10-4 20-1-12 26-0.0 5-10-4 14-3-8 5-10-4 c 1d) 6 LOADING (psf) SPACING 2.0-0 CSI DEFL (in) Qoc) Udefl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.11 7.8 -999 M20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.26 7-8 >999 BCU- 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.01 5 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Udefl = 360 Weight 218 lb LUMBER BRACING TOP CHORD 2 X 6 DF No.2-G TOP CHORD Sheathed or 5.5.9 on center puffin spacing. BOT CHORD 2 X 10 DF No.2-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. OTHERS 2 X 4 DF Std -G WEBS 2 Rows at 1/3 pts 24 REACTIONS (Ib/size) 1=1446/0-3-8,5--1446/0-3-8 FORCES Ob) - First Load Case Only TOP CHORD 1-2=-1913, 4.5=-1913, 2-3--418, 3-0=-616 BOT CHORD 1-9=981,8.9=981, 7.8=993, 7-11=981, 8.11=981, 58=981 WEBS 2-10=490.4-10=490.2-8--976, 4-7=978,3-10--25 NOTES 1) All plates are M20 plates unless otherwise indicated. !r (� 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. K 0 [/ t , 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) This buss has been designed with ANSVTPI 1-1995 criteria. 5) Load case(s) 1 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-9=-16.0, 8.9=-16.0, 7-8-96.0.7-111=116.0, 6-11=16.0, 5-6---16.0.1-2---52.0,4-5---52.0, 2-3=-52.0, 3-4=-52.0 - c-ou SEP 1 3 1999 ox%X)INGOQROFESS/O•�t�,q"`, rr , ® wARNING - Verify design parameters and READ NOi ES ONTHISAND REVERSE SIDE BEFORE USE. r Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of C1V'11L Q, component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web! members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional Qi OF CAL permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D, MITok Industries, Inc. Onofrio Drive, Madison, W153719 -s _Symbols PLATE LOCATION AND ORIENTATION 113/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the — required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang=Nail Joint/Plate Placement Chart. 1, PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING �/� Indicates location of required ®/ continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System F� J2 J3 r = J4 TOP CHORDS 0 Cl 0 U a O 1 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75. 91-28 HUD/FHA TCB 17.08 ICBO 1591; 1329; 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N TM MITek Industries, Inc. HYDRO A/R GANG -NAIL AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property r owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each cr joint and embed fully. Avoid knots and wane M at joint locations, a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) r- - 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. IIIIIIII PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structur-: consideration and is the responsibility of truss fahricotor. General practice is to camber for de- 'load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the spec! -s and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses d1 the responsibility of others unless shown::: 13, Do not overload foof or.floor'truwith �sses , stacks of canstruction'materiia ls.s:: 1 14, Do not cut or olter.truss.member. or plate0 ii .without prior approval of a professionals ' i} engineer,►r 15. Care should be exercised in handling,,ti1 .erection and installgtjon of -trusses,'- > rf 1993 Mitek Holdings, Inc:,,,, 26GE IGAMBREL ATTIC Sc 9 O-� - 5-10-4 20-1-12 26-M 5-104 2x4 14-3.8 2x4 11 5-10.4 fT 2x411 2x4 11 2x411 5•� 3x811 5x5= 3x811 3x811 2x411 2011 6x6 20 11 3x8 11 3x8 11 2x4 11\ 3x8 I I 1 11 12 13x8 11 6x61x4 11 .x4711 8 9 1 41 14 15 16 43 42 44039387 36 35 34 33 32 31 30 29 22726284 23 22 )0 5x8= 10x10= 2x611 2x611 2x611 2x611 2x611 5x8= 2x6 11 2x6 II 2x6 II 2x6 II 2x6 11 10x10= 2x6 11 2x611 2x611 2x611 2x611 2x611 rr� 10.4 x611 20.1-12 126 k-0-0 5-10-4 14-3-8 5-10-4 LOADING (psf) SPACING 2-0.0 CSIDEFL (n) (lot) WellPLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.02 Vert(LL) n/a n/a M20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 n/a BCDL 8.0 Code UBC97/ANSI95 (Matrix) 1st LC LL Min Vdefl = 360 Weight 384 Ib LUMBER BRACING TOP CHORD 2 X 6 DF No.2-G TOP CHORD Sheathed or 6-0.0 on center puriin spacing. BOT CHORD 2 X 10 DF No.2-G BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. OTHERS 2 X 4 DF Std -G WEBS 1 Row at midpt 6-16, 6-38, 16.27, 33-48, 34.47, 35.46, 36-45, 37.44, 32-50, 31-51, 30.52, 29.53, 28.54 REACTIONS (Ib/size) 1=8425.11-5, 40=625-11.5, 21=8425.11-5, 38=4425-11-5, 27=44/25.11.5, 25=6/25-11.5, 33=311/25.11-5, 34=15825-11.5, 35=207/25-11-5, 36=196/25.11-5, 37=130/25.11-5, 39=62/25.115, 41=8325-11-5, 42=9225.11-5, 43=69/25.11-5, 32=311/25-11.5, 31=15825-11.5, 30=207/25.11.5 Max Horz 1=38goad case 1), 21=-380oad case 1), 38=-1 (load case 1), 27=1 (load case 1), 41=-1(load case 1), 42---1 (load case 1), 43=-20oad case 1) Max Grav 40=150oad case 2), 21=840oad case 1), 38=440oad case 1), 27=460oad case 2), 25=120oad case 2), 33=311(load case 1), 34=158goad case 1), 35=207goad case 1), 36=1960oad case 1), 37=130goad case 1), 39=62(load case 1), 41=83goad case 1), 42=920oad case 1), 43=69goad case 1), 32=311 goad case 1), 31=158Qoad case 1), 30=2070oad case 1) FORCES Ob) - First Load Case Only TOP CHORD 1.2=•90, 2.3=-95, 3.4=-95, 4.5=-92, 5-6--71,16-17=41,17-18-92, 18-19=95.19-20=95. 20.21=-90, 6.7=-71, 7.8=-61, 8-9=-59, 9-10=51, 10.11=-64, 11-12=-64, 12-13=-61, 13.14=-59, 14-15=-61, 15.16=-71 BOTCHORD 1.43=0, 42-43=0, 41-42=0, 40.41=-0, 39-30=0, 38.39=0, 37.38=0, 36-37=0, 35.36=0, 34.35=0, 33-34=0, 32-33--0.31-32=0, 30.31=0, 29-30=0, 28.29=0, 27-28=0, 26-27=0, 25.26=0, 24-25=0, 2324=0, 22.23=0, 21.22=0 WEBS 6-44=5.4445--9,45-46--9, 46-47=9,4748=9,48-49=9,49-50=9,5D-51=9,51-52--9,52-53=9. 53.54=9, 16.54=5, 6-38--42,16-27=42.1149---14, 1048=-78, 33.48=-87, 9-47=-73, 34.47=-70, 8.46=-64, 35-46=-69, 745=-81, 38.45=-67, 37-44=-21, 5-39=44, 441=-87, 342=-70, 243--48.12-50=-78. 32-50=-87,13-51=-73, 31.51=-70, 14.52=-64, 30.52=-69, 1553=$1 , 29-53=-87, 28.54=-21, 17-26=-44, 18.24=-07, 19.23=-70, 20.22=-48 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. f 0— 3) Gable studs spaced at 1-" on center. s £ L �+ 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. � I 6) This truss has been designed with ANSVTPI 1-1995 criteria. ( � r t �l. t D P PAR ! • 7) Load case(s)1 has been modified. Building designer must review loads to verity that they are torted for the intended use of this truss. LOAD CASES) Standard Except IF 1 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 f♦ 1talr ! Uniform Loads (plf) -- Vert 143---16.0.4243---16.0,4142---16.0. 4041=-16.0, 39.40=-16.0, 38.39=-16.0, 37-38=-96.0.36-37=-96.0, 35.36=-96.0, 34.35=-96.0, 33-34=-96.0.32-33---96.0. 31-32=-98.0, 30.31=-96.0, 29-30=-96.0, 28-29=-96.0.27-28=-96.0, 26-27=-16.0, 25.26=-16.0, 24-25=-16.0, 2324=-16.0, 22.23=-16.0, 21-22---16.0.1-2---52.0, 2-3=-52.0, 3-4=-52.0.4.5=-52.0. 5-6---52.0,18-17=-52.0,17-18---52.0,18-19---52.0, 19.20=-52.0, 20-21=-52.0, 6-7=-52.0, 7.8=-52.0, 8.9=-52.0, 9.10=-52.0, 10.11=-52.0, 11-12=-52.0, 12.13=-52.0, 1314=-52.0, 14.15=-52.0 ,15.16=-52.° SEP 1 3 1999 NG yl ® WARNING- Verify design parameters and READ NO, ES ON THIS AND REVERSE SIDE. BEFORE USE. P9.30-00 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 11> CA/1%.component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web .9\Q1, members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional �QF CA���, permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Aky fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' MITek Industries, Inc. Onofrto Drive, Madison, WI 53719 0. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018.019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE' AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 -Symbols TCB .17.08 - PLATE LOCATION AND ORIENTATION Center plate on joint unless 1591, 1329, 4922 dimensions indicate otherwise. 8720686217, 9190 Dimensions ore in inches. Apply 870040-N, 930013-N, 910080-N plates to both sides of truss and securely seat. - -- 0 *For 4 x 2 orientation, locate 0 plates 1/e' from outside edge of ` ao truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018.019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE' AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB .17.08 ICBO 1591, 1329, 4922 SBCCI 8720686217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N WTM Kwek Industries, Inc. G ,General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each cc joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at' /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non -structure' consideration and is the responsibility of truss fohricator. General practice is to camber for de.. 'load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses ore'6e responsibility of others unless shown.,ePf��,r_� a 13. Do not overload roof.of•floor trusses with'- stacks of construction;,61-aterials..4- 4; 4pti "tiiti 145 it 14. Do not cut or alter�trQss member or. plate; ; ; ., without prior approval bf a professional-) engineer.,: i ._► �� l 15. Care should be exercised n handling,.# Or erection and installdtion of -trusses,' �- © 1993 Mitek Holdings, Inc._ -. NOTES RE5 _ E _ T AL -- - - r 99-1638 047-250-191 PERMIT NO...MA , Mike & Leslie " e / aKeefer Road, Chico Contr: Owner New Single Family Dwelling __� �ue Z' �9 oe a- 3 -Acltyb L) SPECIAL CONDITIONS CHECKED BY ti. ✓SAA 1 OOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY ,t USE PERMIT CONDITIONS SUB-STANDARD HOUSING LETTER i OFFICE COPY • t. ,Address rGAS }" Meter By Date ELECTRIC oe ,( 6"Zgg. Meter Date _ t' OFFICE /COPY ' ^/ Address i I r GAS I Meter By Date ELECTRIC Meter &r,� Date JOB`FINALED.(Date) T' � ' = Signature COUNTY OF BUTTE , ; BUILDING DIVISION ' DEPARTMENT OF DEVELOPMEILIT SERVICES 411 Main Street • Chico, CR• (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER --138 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Date / 2 — r/ (y Inspector REV 10/92 COUNTY OF BUTTE I BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 �e 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine ipg6ection indicates that the following violations of butte county Ordinances exist at the above ress and should be corrected. Please notice this office when correction of work is comp ted. If you have any questions pertaining to this matter, or need additional explanation, ple a contact this office immediately. nn 15s c/ ,Z,." Dat Inspector REV 10/92 �i w j%+ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE - OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office imme 'ately. Date /3 000 Inspector REV 10/92 J = OK 0 = Not OK - = Not Applicable * = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVE CARPORT GA AGES(Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements o ' g Requirem ents-ts- s -Easements; ootings;�,Soils-Size-Depth-Spacing-Connectors-Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rhrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ ,/Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. ) / P Nat. or/ /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 'v 5 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 1. 3. Gas; MH Test -Demand -Valve -Connector 2. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. 5. Drain; MH Test -Fall -Flex Connector r 4. 6. Water; MH Test -Regulator -Connector 5. 7. Water and Sewer Connected -C/O to Grade -HD Approval 6. 8. Gas and Electricity Tagged 7. 9. Tie Downs -Type -Installation Cert. 8. 10. Exits; Insp.-Sketch 9. 11. Cert. of Occupancy 10. 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J J ..r MISCELLANEOUS400 Date DECKS, COVE CARPORT GA AGES(Plans) OK except #'s 2' o ' g Requirem ents-ts- s -Easements; ootings;�,Soils-Size-Depth-Spacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Date 'v 5 Card B-1 S Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 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- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test , ^• 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J J ..r I Applicable = Not Ready r- FESIDENiIAL Date _ U cierfloor (Plans) OK except #'s 1. oning-Setbacks-Easements-Flood-Slope 9l g., Main; Soils-Elec. G,;017A 17A /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth 4. Ft , orches & Decks; Soils -Steel-/ /" Ftg. Depth Initemwalls, Main; Steel-Blockouts-Wrapped 6. St walls, Garage; Steel-Blockouts-Wrapped 6a P521d Downs and Special Anchors 12. r Slab, Steel -Wrapped S. Pi rs-Fireplace Ftg.-Steel 9 .W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test (Single & Duplex) Date a'17�g" Card B-1 U(> Date Card B-1 Date Card B-1 Date Card B-1 Date MgCKANICAL (Permit) OK except #'s Insulation & Support 3 ent_Fan; Exhaust above insulation 3 . onde to Drain & Overflo Ize & Grade 38. urg -Vent AW6ssComb. Air -Return Air 115 outlet 3 ttic Access & Platform if Furnace in Attic Date- - 6W Card B-1 V Date Card B-1 Date Card B-1 Date Card B-1 Date F MING (Permit) OK except #'s 46--!9'itq_RFarer Materials & Anchors alls Studs -Nailing Spacing & Br es -Plates -Sound 42-4Wa-ring Walls over Girders & loor Nailing Draft Stop in Walls (rat proof) Afire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date_FRAMING (Continued) i 4 angers -Post Caps -Anchors -Connectors_ - 47. Cling. Joist- ies-Purlin-Roll ac -Truss-Shting.-Rfng. 48. Fireplace Ties or Type ue-Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 . rm. Windows or Exiting Doors -Sill Ht. & Dimensions 1. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed - Fd,. Vents-Underflr. Access 58. Glazing Area -Glass Protectio -Skylights-Plastic 59. Shear Walls; Nailing -Bolts 1 60. Brace Interior/Exterior Wall gattels. 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date 1-I.V,A-M Card B-1 1 A-, Date 11 Card B-1 Date Card B-1 Date V Card B-1 Date _,,-FrNAL (Plans) OK except #'s Ext.Skef s -Door & Sidelight Protection -Landings moke Poector %,4<n -ace Vents -clearance -Comb, Air -Connector - In age; Above Floor-Ducts-Mech. Protection V15-Boilo'orn Exiting 6 G.F.I. &,Bath Fixtures & Tub AccesseSpa Sizes & Labels 7 ooFirepl ce or Stove, Clearance -Hearth 7 ec utlets at Wood Panel, Int. & Ext. 7 it fjxlr& Appliance; Ground -Air Gap -Cooking Clearance 737"Elec. O tlets & Receptacles at Kit. Counter ne,da'raae Fire Door; Swing -Landing -Closure C. Duct in Garage -Damper 76. Wtr. tr ents-Clearance-Comb. Air Connector-P.R.V. in age; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location S! rl I- i --=a-q E E I, 1 o ex Protection � nsul -Foam-Looked in Attic 8Q1<ua0<Is & Deck Construction -Post Caps 8 dn. VBents & Crawl Hole Door Drainage & Wood -Earth CI nce Looked under Floor 0 Yes 8 oII ng Instld./Drive 0 Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 No tucco Brown -Finish ,84 Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing 87--EZerior Elec. Trim, C.F "Aeceptacle-Underground 88 I ation Throughout House Protection :tions from Previous 9%. e% 7eest-Meters Gas -Electric 92. Wates& Sewer Connected -C/O to Grade -HD Approval 9700'Energy Compliance Certificate -Other Certificates Address Posted Date cj-ejIW Card B-1 UP Date Card B - Date Card B-1 Date Car Date Card B-1 Date Comments at Final: 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date {j -s o ,' Card B-1 0,e Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Per K except #'s 17. Water F Jtr.; V -Acc -Combustion Air Baffle 1 ater Pipe; Teg-& Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20 Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Dated � uy Card B-1 $ Date Card B-1 Date Card B-1 Date Card B-1 Date EL CTRICAL (Permit) OK except #'s i�1Hfe & Transformer Clearance -Ins. Protection 24 -'EIV, Receptacles Spacing -Lights & Switches at Doors 2 . Sj=e-Boxes & No. of Conductors Stapled 2fi Rom x Installed Close to Edge of Studs & C.J. 27. quip. Ground made up w/Mech Fasteners- d Gas & Water 28. iance Circuits in Kitchen & Conductor Size GFI 2 . 're Size / ga Cu or AI ange Circle / a Cu or AI -Oven Circ. / / ga Cu or At InsuLoad NeuI I 0 Yes O No 31. ervigioRiser Conductors & Ground Main Disconnect 32. Clearances Panels-Motors-Mech. Equip. 33. Cloth Closet Light -Shower Light -Spa Light 34. moke Detector Date a'17�g" Card B-1 U(> Date Card B-1 Date Card B-1 Date Card B-1 Date MgCKANICAL (Permit) OK except #'s Insulation & Support 3 ent_Fan; Exhaust above insulation 3 . onde to Drain & Overflo Ize & Grade 38. urg -Vent AW6ssComb. Air -Return Air 115 outlet 3 ttic Access & Platform if Furnace in Attic Date- - 6W Card B-1 V Date Card B-1 Date Card B-1 Date Card B-1 Date F MING (Permit) OK except #'s 46--!9'itq_RFarer Materials & Anchors alls Studs -Nailing Spacing & Br es -Plates -Sound 42-4Wa-ring Walls over Girders & loor Nailing Draft Stop in Walls (rat proof) Afire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date_FRAMING (Continued) i 4 angers -Post Caps -Anchors -Connectors_ - 47. Cling. Joist- ies-Purlin-Roll ac -Truss-Shting.-Rfng. 48. Fireplace Ties or Type ue-Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 . rm. Windows or Exiting Doors -Sill Ht. & Dimensions 1. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed - Fd,. Vents-Underflr. Access 58. Glazing Area -Glass Protectio -Skylights-Plastic 59. Shear Walls; Nailing -Bolts 1 60. Brace Interior/Exterior Wall gattels. 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date 1-I.V,A-M Card B-1 1 A-, Date 11 Card B-1 Date Card B-1 Date V Card B-1 Date _,,-FrNAL (Plans) OK except #'s Ext.Skef s -Door & Sidelight Protection -Landings moke Poector %,4<n -ace Vents -clearance -Comb, Air -Connector - In age; Above Floor-Ducts-Mech. Protection V15-Boilo'orn Exiting 6 G.F.I. &,Bath Fixtures & Tub AccesseSpa Sizes & Labels 7 ooFirepl ce or Stove, Clearance -Hearth 7 ec utlets at Wood Panel, Int. & Ext. 7 it fjxlr& Appliance; Ground -Air Gap -Cooking Clearance 737"Elec. O tlets & Receptacles at Kit. Counter ne,da'raae Fire Door; Swing -Landing -Closure C. Duct in Garage -Damper 76. Wtr. tr ents-Clearance-Comb. Air Connector-P.R.V. in age; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location S! rl I- i --=a-q E E I, 1 o ex Protection � nsul -Foam-Looked in Attic 8Q1<ua0<Is & Deck Construction -Post Caps 8 dn. VBents & Crawl Hole Door Drainage & Wood -Earth CI nce Looked under Floor 0 Yes 8 oII ng Instld./Drive 0 Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 No tucco Brown -Finish ,84 Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing 87--EZerior Elec. Trim, C.F "Aeceptacle-Underground 88 I ation Throughout House Protection :tions from Previous 9%. e% 7eest-Meters Gas -Electric 92. Wates& Sewer Connected -C/O to Grade -HD Approval 9700'Energy Compliance Certificate -Other Certificates Address Posted Date cj-ejIW Card B-1 UP Date Card B - Date Card B-1 Date Car Date Card B-1 Date Comments at Final: F: COUNTY OF BUTTE BUILDING DIVISION 3.. _ DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 V, CORRECTION NOTICE i:: OWNER PERMIT NO. 4IF, A routine inspection indicates that the following violations of butte county Ordinances exist at the Y' above address and should be corrected" Please notice this office when correction of work is "L completed. If you have any questions pertaining to this matter, or need additional explanation, - please contact this office immediately. y �} rood (iArI lu, Fcs �a 1. li fL x - tS Ew Date /MA /9 ) Inspector /► `" REV 10/92 Y"�. • �`i COUNTY OF BUTTE BUILDING ()IVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION' NOVICE - OWNER `' PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. v4/ 1#7 tr- Date / L AL_r Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE IK X77 &38 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date a "V Inspector REV 10/92 Norther p 0 .,ENGINEERING Civil Engineers • Planners • Surveyors TRANSMITTAL SHEET TO: FROM: LESLIE ANDREWS MIKE McENESPY COMPANY: DATE: 03/06/2000 ADDRESS: JOB NUMBER: 6684 TRANSMITTING THE FOLLOWING: POSTCONSTRUCTION ELEVATION CERTIFICATES PROJECT: ❑ FOR APPROVAL❑ FOR INFORMATION❑ FOR CHECKING ❑ FOR PROCESSING ❑ FOR YOUR FILES ❑ PLEASE REVIEW & COMMENT ❑ PLEASE REPLY ❑ AS REQUESTED NOTES/COMMENTS: Dear Leslie, Please find enclosed herewith the original and two copies of the post construction elevation certificates for your house and garage. Mike..... FROM : LOERKE INSULATION CO.,INC. LOERKE INSULATION CO-, INC. 4114 Keefer Road Number and Street_ - FAX NO. : 5308918560 Chico Jun. 01 2000 09:27RM P1 INSULATION CERTIFICATE _ ....City _. _.. County._..... ............ ...... -- -- DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (inches) _ _. 'Thermal Resistance (R -Value) - 2, CEILING Batt or Blanket Type .Fib rg.1as.s.Batts Brand Name Johns Manville Thickness (inches) _. 13"_ Thermal Resistance (R -Value) R38 Loose Fill Type Fiberglass Brand Name Johns Manville — Contractor/s min. installed weightKt sq.—._.....Jb. Minimum Thickness _—__-..... inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) _- - 3. EXTERIOR WALL Material .Fiberglass B.atLs__.... _.— Brand Name ... JohnsMmyille. __ _...... - 5 3-" Thickness (inches)_. _...... R13 Thermal Resistance (R -Value). .- 4. RAISED FLOOR Material .-Eberglass Batts_.... ..... _...: Brand Name Johns. M.amede .. Thickness (inches -3.5" _-_ Thermal Resistance (R -Value) —R13 5. SLAB FLOOR / PERIMETER Material.... Brand Name - Thickness . _... .. Thermal Resistance (R -Value..... .... Perimeter Insulation Depth (inches.).. _._.. . 6. FOUNDATION WALL. Material _ Brand Name _ ..... -- Thickness (inches-- _ Thermal Resistance (R -Value --- DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy EfficiencyStandards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the ertificate of compliance', where applicable. C.L.#499150 _akL> � �Uc� LOERKE INSULATION CO., INC. Item #s ig ature, Installing Subcontracfo�( o_ Name Or General Contractor (Co_ Name) Or Owner Post -It'" brand fax transmittal memo'7671 I N of pages ► Y Installing Subcontractor (Co. Name Or General Contractor (Co. flame) Or Owner Installing Subcontractor (Co. Name) Or General Contractor (Co_ Name) Or Owner MAR. 6.2000 2:20PM tob Truss7JACXTRUSS TWO 17ty Irly Ingrvly , � 1 ;SC102204 MANN 269e 4,0.92 s Feb 18199a M)Tek Industr'Dxr, Fin—o;. Mon Mar 0812:47 56 2D00 'TROJAN O --t— f3 0 o 201412_t ae o o t s-- a s 7•t -1a 7n42 s 10 a 3x411 6.00 12 45= 3x4 II GABLE MUST BE CONIPLE"13LY;5HEATHED ON ONE FACE, sr� II mle ';VA 11 "I'll , „ 3x4 n 17.s 12 sx4 I t 23 22 212MR3116 15 6x8 = 1Dx1D=: 3411 52 14 13 13'ItB B 7 85xe= 3411 9x6 I I 3411 34 I W II 3x6 It 3X611 ave= ane II :15 11 s15 II ax611 axe if �.10—sit9'Ti-� X0.0 20.1. .o•o F.tp.a T•1-12 7.1.12 5.1� Plate Of(sals : 1:0-4-94 .64 sl, Z:O-a-a D-2-12 4:0��9 0.2-12 5:0•MI 0.18 ,�10:0.2.1d 0.5• d],I20:0-5-0,0-T-81 LOADING (psi) SPACING 2•0•0 c51 DEEL (In) (Ioc) Udan TGLL 30.0 Plates Increase 1,15 TC 0.44 Ver1(LL) nla - e/a TCDL 10.0 Lumberincrease 1,15 BO 0,21 Vert(TL) n/e Na BCLL 0.0 Rep Streee Incr NO WB 0.26 Harz(TL) 0.00 Ma BcDL 7.0 Cade UBC97/AN5195 (Malfbo LUMBER TOPCHORD Sheathed or 6-0-D on ' conic r purG:1 spacing. TOP CHORD 2 X 6 DF No -2 calling directly eppli3J or 6.0-0 on cerAer bracing. BOT CHORD Wgld BOT CHORD 2 X t0 DF No.2 1 Row al midpl 243. 4,11,2-4 WEBS 2 X 4 GF Sid WEBS 1gt LC L4 Min Vdetl a 240 .BRACING Irl•ATES oR1P 1420 ;201195 Neiphl; 352 Ib OTHERS 2 X 7 D DF No,2 ' REACTIONS (Ihls¢e) 1=65oR6-Q0, 5=g�a26b-0, 20•-1< 12fi•D-0, 18e21926.40,11=237Iz6.8.0, 6=242126-0-0, 7=34126.0.0, 8� :526-0-0,10■43126.0-0, 12=278rL6-0.0, 13=•325x16.0.0, 14a7592B-0-0, 23r 242126-40, 22x-3g126A-0, ?1�35R6.0.0, 19=4426-0-0, 17=191186-0d , 9=-1328-0•b Max Worz 1=329(load case 1), 5=329(load ca .e 1),18=410oad case 2),11a11(load case 3) Uplifll=•262(load ease S), 5=-262(laed c; so 6), 20-17(load ease 2),16:-2140oad ease 6) 11=414()oad case 5). 6=.i84(lo8d case 5), 7=;-41 (load oase 3), 8=-e(load case 5,13=37000etl cal .e 3), 23=e:94Qoad ease 6), 22k•410oad came Z), 21e6(loed o65e 6), 9� •16(laad Dasa 3) Max Orev20=21 goad case 6) 18=392(load c; se 2),11=r118(toad ca9a 3), E;=269(load case 3), 7=94(loed case 5), 8■-1'iQoa+i case 4),10.47Qoad case 3), 12=314(load case 3),14=862(loed I ase 3), 23==269(load Cabe 2j, 22=84(load ease 6), 21=4e(load case 4), 'i'!■50+1oad came 2), 17■223(load code Z), 8--210oad claSe b) 1=oRtEs (Ib) - Flr$t load Case only TOP CHORD 1-2u-788, 2-3=-849, 3.4.849, 45=-788 ' 80T CHORD 1-23=0, 22-23=0. 21-22■0, 20.21=0, 19-20=), 18.18=0, 17-16rD,17•S1=0r 18.51=0,16.16x0, 15.42=0, 1452=0, 13-14=0, 12-13,0,11-17010, 1411=D, 8.109 ), 8.8=0, 7.8=0, 6-7OD, 5-6=0 WEBS 2-18d-304, 3.20•24, 4-11=304, 2•20362, a-24=362 NOTES ' 1) Forsluds exposed to wind, see MTek'slandatd Gable :nd Oetall' Z) All plafas eta M20 plates unless otherwise indlcdled. • 3) Gable requires continuous hpflam chord bearing, a) Gable studs spaced al 1-4-0 on center. 5) Thle iruas has been designed fore 10.0 psf batlom cher 1 live load Itonconcurtenl 1vl!� any other live 16ads per Table No.16-6, UBC -97. 6) Provide il5e17 Ib uplift aconnection lt )clot 217, 21 a Iothars) or truss to b uplift a! jolm 16. 1r Ib upph al joint capable 11 294 Ib up11H I 262 ]Diol 8341 uplift at JoInt 1, 25Z Jolp( 7.16 Ib uplift 911a! Jpint e, 370 Ib uplift pl joint 13.294 Ib uplift a! Joint 23,41 Ih upli(1 al Joint 22, B Ib uplllt al ]Diol 21,16 Ib up11(I at joint and 361 , Ib uplift at joint 18, � 7) This truss hes been designed with ANSIITP) 1-1995 crit tris. LOAD CASE(s) Standard 1) Snow: Lumber Increase=1.15, Plate Incroeae•1,15 1 Ae4ftA ft.paw?fy design parameters and ,READ A OTES ON T1115ANb REVERSE SIDE BEFORR 015E � +, w ■ �� Doytgn valid rqr uea only wIN MITek cnAnoelostsThle design Is based only u ,on paramelt ro shown, and Is for un hldlvldlral building component to be Inetelled and loaded vertlaelly, Applicability at df rlgn paramelere and plbppr Incorporation or companonl Is lonsl61111v of punting designer — net rf4— doslBnor, Brac (M shown Is for la,ard euppon of Indlvldual wen memberosponly. Additional temporary bradng to Insure stability during + anauuctWn it, Ina raeponelhlUfy a1!hv aroctor. � Cn Addlllonel pArmenenr brlaing of the overall structure is lbs reapene:16111ty, r I the building dealpner. For geheral guldlAap �._�✓ regarding IaOricallan, quality control. storage, delivery, areolicn, and hfacl ig, oonaull cs7•ee qualllY standard, D59. 89 argcing Speelllenllon. and H19-81 Handling Installetivn and Bracln A Peeemmendallon available from Trues Nil Plato Institute, 583 D'Onolrlo Drive, Madison, wl s3711) Mitek Industries, Inc. MAR. 6.2000 2:20PM LIMANN TNaa Tross TYPO 26gakEF JACK TRUSS TROJAN LOAD CASE($) Slandsird I Uniform Loads (pit) vem:1-2=80,0, 2-3+-80.0, 3-4=80.0, 4-5.F-80.0,1.23+-14.0.22-230.94.0, 21-22m-Td.0, 14.0.17-113=-14.0, 17-51=-14. 15-14-94-0, i5-52=-94.0, 14-527-91 .0, 1$-14=94.0,12.13= 94.0,11.12r_•84.0,10.110-14.0, 9-10r-14.0, B�)■-14.0, 7-6=44.0, 6-7=-14.0, 5.6=-14.0 A WARNING • VerUy design paratnelers and READ VOM ON THIS ANb AMOUR SIDE BEFORE USE Aaslgn valid lar uee only with fdltak cannealors. Thla deslgn Is Daaad only upon parameters shown, and Iefor an IndMdual building component to be InstRlled and loaded Vertically. Appllcablllry or, ealgn paremsters and proper Incorporation at eompanont la roaponslblllly of building designer - not Iruse designer, Bre dng shown la for lateral support of IndIvldual Web member$ oWY. Additional temporary bracing to Insure slnblilly during conalrucaon to the reaponalbigiy of the erecror. nddluoelal pormananl brz4ing at tho overall oiruaturo Is the rosponslblllh of No bulldbto designer, For general guidance fOgarding 11116006n, quality control, Storage, delivery, erecdon, and brn :Ing, consult CST -UH Oaatity Standard, CBB• 89 Bracing 9peclflcetlan, and HIB -Di Handling Installation and Bfac ng Recommendation available Iram Ttusa Plate Inaelrute, 583 D'Onotflo DYIVa, Madison, WI 637110' MIA Indu,ltries, it 12 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINZ41 '} . 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53rPER IT f6) F a APPLICATION AND PERMIT ,ESSOA PARCEL NUMBER 047-250-191 ZONING SR 1 B DINGPERMIT OWNER MANN, MIRE &LESLIE TIAT"S905 SO. FT. OCC. BUILDING VALUATION 1728 R3 93, 312.00 .OWNER'S MAILING ADDRESS 236 WEST EAST AVENUE, #5 152, CHICO 95926 426 C 5,538.00 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAILING ADDRESS Total Valuation 1$100,25 .00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 643.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 417.95 BUILDING ADDRESS 4114 KEEFER ROAD, CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1.103.95 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 9 1 7.00 63.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15,00 Each gas water heater or vent 15.00 19 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING 3 BEDROOM, 2 BATH _00 Gas piping system 1 - 5 outlets 15.00 19 -on Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200, OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. pf I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. S OR ADDNS. a ACC. Bins. 3.5¢ NON-REOMULT RROUTUI @7,50 C SID. ,' CIRCUITS POWER APPARATUS 6 SINGLE 011TLEr CIR. 00 EX. Occup. OUTLET OR FixrURES SAL @x.,50 Ex. Occup. DUTLEEDTS .=.oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating 25.00 25.00 Cooling 25.00 25.0 Hood 6.5o 6.50 Ventilation 3 4.50 113.50 PERMIT FEE $ 90.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' comp on Prov' 'ons of section 3700 of the Labor Code, I shall forthwith c ith this rovisions. X 1... Date -2-1 Sig ature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ �� CONST. TYPE 486.43 V&f TOTAL FEE' HAZ. FE IMP OD - CZ PARC Po H 6 E 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 ate G v PERMIT EXPIRES ON 10 2 FDat Receipt No. 373 73 7 4 177577v I WHITE-D.D.S..B.D. CANARYIIASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 23. 0�4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION: 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT N0. t ' APPLICATION AND PERMIT %%- /La ASSIIt PARCELNu= 4 � �5-O .A ' � zo. BUILDING PERMIT i j 0"81, Q�/Yi JY� TELD44ONE` q_ �9 S SO. FT. OCC. BUILDING VALUATION --- 1 OwNERa s �- 5 OC — ,�� CONTP,CTO,9 ,,E TELEPHONE ./ 3! 2 01 CONTWTOR9 MAAJNG ADDRESS 2 5 _ 5 3F. 00 CONSTRUCTIDNIEMIM lace 500 OO 3SO. 02 LENDER'S MA AM AooRENFire 0 Total Valuation $ 16 1R0MRE� °R ° uce"sE NO Filing Fee S 20.00 n� Permit Fee ARCHITECT OR ENO URS MAIJNO ADDRESS - Plan Checking Fee 14$ SUIOWO ADDRESS - / nom„/) Energy Plan Checking Fee oo $ 110 3. PERMIT FEE $ .36: IDT Na aueav°loms""�e PLUMBING PERMIT Filing eo 20.00 Each T 7.00 ,C USEOF8TRUCTURE SF Duplex O Wblehome O Other ' sP�rY Solar or heat pump water heater 23.00 Water 15.00 .(,U Each as water heater or vent 15.00 TYPE OF WORK New O Addition O Remodel O Utilities O instalntion O Other O Describe Work:�y�0 (3 (, l k S . F. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 S,Up Kbblle Home IS1G W1 1 @20.00 PERMIT FEE. $1143.0 O ELECTRICAL PERMIT I Filing. Fee 20.00 Main Service s00Yi ooR tE�as 23.00 .QU LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter g (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is In full force and effect. License Glaser tic No. OWNER -BUILDER DECLARATION I hereby affirm under-penaty of perjury that I am eoosmpt from the Contractors License Law for the following reason: O 1, as owner of the property, or my employees with wages as their sole compensation, wig do the work. and the structure Is not intended or offered for sale. O I, as owner of the property. am exclusively contracting with licensed contractors to construct the project O I am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. O 1 have and will maintain worker' compensation Insurance, as required by Section 3700 of the Labor Code, forth* performance of work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit Is for work of a valuation of one hundred dollars ($100) or leas.) O I certify that In the performance of the work for which this permit Is issued, I shell not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to theA workers' compensation provisions of seetlon 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over Sol deep and demolition or construction of structures over 3 stories In height. Main Service 20M TO 100M 48.00 Al NEW CONs • Wa M so. OR ADONa. a ACO. 3.SQPT. NONRESIO.' '"1AhOt @7.50 POWEIt APPARATw a, Sma ZEN On Ex. Occup. OUTLET ORFIXTs UI ser° o - - Ex. Occup. O=A=OR5.00 Temporary Service 23.00 hbbile Home Facilities 20.00 Misc. Whin -23.00 © , PERMIT FEE MECHANICAL PERMIT Filing Fee 20.00 1.2 Heating ash 5, (� Cooling 6,100 95, Hood 8.50 0 Ventilation PERMIT FES S Mobile Home Installation Fee $ Energy Inspection Fee $ . CID ' `�'��� TOT L' FEE s ,,,,i. ,� IMP aaoO co PAR V �J J �< s-i1\1 This permit Is hereby Issued un or of the Butte County Code and/or Indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions , Resolutions to do work been paid. Date _ trive) RecelptNo. WHITE-D.D.S.-8.0. CANARY-ASSESSO PINK-fNSPECTOR GOLOENROO-APPLICANT I r . t J t ' h A 1# ".4 I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: al yv ASSESSOR PARCEL NUMBER: L4-? — Proposed Building Use: (jr&V_kd#Q&Aaqj Building Inspector: Date: '7 - / 9. 71 At time of permit application, I was advi;ed tiVe following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------= = --------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. ------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04. ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown o,96En��lans.-------- ngineered truss details and layout in duplicate (required prior to plan review) No faxes!�r— . Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. --------------------------------- 70. anufactured Home data and installation instructions including Tie Down Specifications.------------------ of $ " 1?)�o-� •-1 -- �hf_----rQ??_C_ i ---------------------------------------------- Jmpact fees as shown on the attached schedule.( -£- ---------------------------------------- 2. California Department of Forestry plan approvaUfeus == -- - _ A -k -T 9- �-3t�-��---- - ------------------ ❑ 13. lood elevation certificate. ------------Iao ---------------------------------- 90 4. Sanitation and plot plan approval 02 kHealth Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 27. Planning approval for (A) Use: (B) Parking: -------------------------- 4g9' et Land Development about Improvements, El Drainage, Legal Parcel. ----------------------- �q /). Encroachment Permit for driveway (construction approval prior to occupancy).----��-�--`-----_-- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- E323. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -• ❑24 coer of signature authorization. ------------------------------ 25. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ------------ ❑27. Manufactured Home utility clearance. ----- ❑28. Existing violations and/or expired permits. r _ (Date) ❑29- ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 0. Other: i. 1------- W�hen.you issue the rt, process as follows ❑ Mail to ownerr�❑Mail to� contractor. EfTelephone q9s�� J and hold for pickup ap rZ;,,Del" Iver wi ector. Applicant: cam-- Date: Copy of Haz-Mat forth sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ O$er: Date: By: 1. Index permit application for the ove items numbered: ❑Plan Check List &dditional items required: Contractor, designer, off, was advised of the ove required data by phone, ❑ mail, ❑ Build' g Division counter,by ate: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was sed of the above required data by ❑ phone, ❑ mail, ❑ Build i 'ion counter, by Date: Plans reviewed by: Date: , q Plans approved by: Date: /0 -/ • �- Sets of plans o hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Voll...., f•,..... _rr�----'------< �� J 1 •� E.H. USE ONLY Plot Pl lrtached r rS . / Floor ached YrIf Sent to S. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Rcc� /9/ Owner Location AP# Plan Approved for: Sewage Disposal -x Water Supply: Public Private Well -' Clearance for effirrg. Other 3 /gym 4,v7e, Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 .:� � ..,•r i, r�+)jr..'�tt ''�.,. �,� y.{•r ft - �r ..- �,..:� y;..�t'f H'Y M� 4.�•liN� . .•r•+"�.., �� ..o�'� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER �Nh PROPOSED BUILDING USE 5 - Cf 1. BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... $ T -- Additional Fees Due ........... $ - -,Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES G � (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ I x $360.00 = $ 3 (OU . Du Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x := $ . #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt.-- Z5. RECREATION DISTRICT S ((paid at District Office) 6. THERMALITO DRAINAGE IS-T� eT-FEES $5 :00 (paid at Building Division) 7. RA FIRE INSPECTION AND PLAN CHECK Z889.00 (paid at Building Division) . WATER TENDER FEES (Battalion # 4 $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE RECEIPT # DATE REC �3l2 i 2 ---?- 3123 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed duri gathe plan checking process. APPLICANT ��----_ DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) COUNTY OF BUTTE'S - " y EPARTMENT SOF DEVELOPMENT SERVICES - BUILDING DIVISION c _7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF RECEIPT OF FEES OWNER ��' A.P. # 4/ Co 5O (9 PROPOSED BUILDING USE �� C� - DATE C RECEIPT # , DACE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ o ---Additional Fees Due ........... $ -- Additional Fees Due ........... $ �= Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES I' �'L�✓ �y`� (paid at District Office) , SHERIFF FEES. (paid at Building Division) p Residential ........ ! x $360.00 = $ �J (90 • DU �-i 3 03 Units r Commercial (sq. ft.). x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq. ft.) .. x =$ Sq. Ft. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE IST-RIeT-FEES y $5$51.0.00 (paid at Building Division) 7. FIRE INSPECTION AND PLAN CHECK 9.00 (paid at Building Division) 2 312 3 8V, WATER TENDER FEES (Battalion #�) //A200.00 (paid at Building Division) 9.CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 15S 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed d Ti g>the plan checking process. APPLICANT �/ �-�> 1- DATE Pursuant tb Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). i Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2197) k p " GREGORY A. PEITZ ,/Iz�g ARCHITECT � ! f ' 383 Rio Undo Ave. , Chico, CA 95926 j :(530)894-5719. f � O �7li?�d --T, Mo rt /2, o eq FS H VI YI � F WWW /-.. ... �•. coo N a —e& r7- aaa N N N N N N fp 16- ��z y X 1'� (� k , 0 All t . � 1 jjt fidf AR i REAL. - ; f �� � � . 1 ; � • . FCA , �. � ' t.' ` i i I I\/ Mann Permit # 99-1638 Structural Comments 1) Detail 1/3 - Shear transfer is incomplete. Please indicate the required nailing of 2x continuous sill plate, and 3/4" plywood.-. . 2) Shear wall line 2. Your diagrams seem to indicate shear wall line 2 above the second floor line, and below the floor line. Your calculations appear to relate to walls below floor. Are you using second floor walls to transmit loads from roof to floor and through floor to ground? Please clarify and provide shear transfer detail through .floor. 3) Specify nailing required at double 2x used for holddowns. 4) Please.note that unit shears in excess of 350 pounds per foot require 3x sill/ floor plate. I have enclosed the UBC information. 5) Call out header size for header at hall, which accepts load from roof beam. MM: jm 1 . . . . . . . . . . . . . . . M _, utteCount I -_ BLAND 'OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 September 14, 1999 Mann Permit # 99-1638 Structural Comments 1) Detail 1/3 - Shear transfer is incomplete. Please indicate the required nailing of 2x continuous sill plate, and 3/4" plywood.-. . 2) Shear wall line 2. Your diagrams seem to indicate shear wall line 2 above the second floor line, and below the floor line. Your calculations appear to relate to walls below floor. Are you using second floor walls to transmit loads from roof to floor and through floor to ground? Please clarify and provide shear transfer detail through .floor. 3) Specify nailing required at double 2x used for holddowns. 4) Please.note that unit shears in excess of 350 pounds per foot require 3x sill/ floor plate. I have enclosed the UBC information. 5) Call out header size for header at hall, which accepts load from roof beam. MM: jm 1 NORTHSTAR ENGINEERING 20. Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT � N I AfJDR�l�1% rL�Gj�D�1JG� LOCAT ION K 5, r GO CODES: MATERIALS: JOB NO. 6A�8 DATE 31V Uniform Building Code, 1997 Edition AISC, Manual of Steel Construction, 9th Edition AITC, Timber Construction Manual Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTMA-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500.Grade A or B Machine Bolts, Anchor Bblts: ASTM A307 Grade A Wood Connectors: Simpson -Strong -Tie or equal. Wood: Struct Lt Framing,.Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: psf Floor Live Load:_40 psf Seismic Zone : 3 Wind Speed: 7z;; mph Exposure: Method 2 used unless otherwise noted. Allowable Soil Bearing psf ARE SPECIAL INSPECTIONS REQUIRED ?. �c? GENERAL: Any structural or non-structural items that are not _ specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil .conditions at the project site to determine the expansion index or bearing capacity is by others. I ` Page 1 of 4- BY: JMR NORTHSTAR ENGINEERING 8/21/99 20 DECLARATION DRIVE JOB NO: 6684 CHICO, CA 95973 PG. 2 OF (530) 893-1600 LATERAL AND GRAVITY DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF 1/2" OSB OR PLYWD. 1.5 PSF FRAMING 3.5 PSF R-30 INSULATION 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 0.8 PSF DEAD LOAD 14.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 30.0 PSF LATERAL LOADS: SEISMIC: 2.5 *.36 * W =.164W FOR LIGHT FRAMED 5.5 SHEARWALLS WHERE R = 5.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca =.36 PER UBC TABLE 16 - Q E p * VW =-:'l .5 * VW :'.246W (PER UBC EQ. 30-1) NET SEISMIC FORCE _ .246W /1.4 =.176W WIND: EXPOSURE - C METHOD 2 WIND SPEED = . 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' 1.06 Cq*qs*Ce = 0.0200 KSF 15'- 20' 1.13 = 0.0213 KSF 20'- 25' 1.19 = 0.0224 KSF 25 - 30 1.23 = 0.0232 KSF General Notes: 30'- 40' 1.31 = 0.0247 KSF 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be. made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: .J I I P, DATE: 9 I JOB NO: 6,& 8 PAGE 3 OF NorthStar ENGINEERING Civil Engineers Planners Surveyors is 1. 1 6012 _ + - CI -/.z> 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530.893-2113 BY: J � I f2— DATE: JOB NO: •COD 8 4 - PAGE 4 OF • NmthStar ENGINEERING Civil Engineers Planners • Surveyors 44 ST- FhTlo p,� i�, od�----L'� �. t{ uf-+ do5o 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973, 530-893-1600 FAX 530-893-2113 :..��¢'..•.C-�SwSrSCCLGi �L`2.^_C�C.w6::.:�. i I (P 2.30505+N. Ifl 4040 i G �� �•�4.U•F, F,fLG . i ►J1.P.GD M�I LIVIAI A f2�A. ctAaPCT �I 11 / a�Gs I2M. 1• r; dimi sy 1-6a 10 -e -Lk GLk P.F. Am��. 4 I c -�V .►- i".Or � "e. So , . rnE'A; � k ri:EA �; �� i• �; 9 nI V4n c' V,T �_� �� c iMES •� co ILs Yl L ol T-, 1 o� , Ji L AP� v Al Ar- � # _ iv D�. `►'A.F�. da +.—_ 1':::,7T F'Loo NORTHSTAR ENGINEERING 20, Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT �`1�N N J A(�I�rL�;�� IZ�G,��E�G� JOB NO. 6O�DB LOCATION F (L RZ n- I co DATE 8 2 CODES: MATERIALS: Q�pfESS/p q mak, �`�Q FBF "CTV11- PF C AIRF Uniform Building Code, 1997 Edition AISC, Manual of Steel Construction, 9th Edition AITC, Timber Construction Manual Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM:A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: psf Floor Live Load: 4Q psf Seismic Zone 3 Wind Speed: 7 mph Exposure: Method 2 used unless otherwise noted. Allowable Soil Bearing psf ARE SPECIAL INSPECTIONS REQUIRED ? b GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of BY: JMR NORTHSTAR ENGINEERING 8/21/99 20 DECLARATION DRIVE JOB NO: 6684 CHICO, CA 95973 PG. 2 OF (530) 893-1600 LATERAL AND GRAVITY DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF 1/2" OSB OR PLYWD. 1.5 PSF FRAMING 3.5 . PSF R-30 INSULATION 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 0.8 PSF DEAD LOAD 14.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 30:0 PSF LATERAL LOADS: SEISMIC: 2.5 * .36 * W =.164W FOR LIGHT FRAMED 5.5 SHEARWALLS WHERE R = 5.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca =.36 PER UBC TABLE 16 - Q E = p * VW = 1.5 * VW =.246W (PER UBC EQ. 30-1) NET SEISMIC FORCE _ .246W / 1.4 = .176W WIND: EXPOSURE - C METHOD 2 WIND,SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' 1.06 Cq*qs*Ce = 0.0200 KSF 15'- 20' 1.13 = 0.0213 KSF 20'- 25' 1.19 = 0.0224 KSF 25'- 30' 1.23 = 0.0232 KSF 30'- 40' 1.31 = 0.0247 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer: 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). • • • BY: J' I thStar 20 DECLARATION DRIVE DATE: Pjl JOB NO: ��p8 —I ENGINEERING CHICO, CALIFORNIA 95973 530.893-1600 PAGE ?j OF Civil Engineers *Planners •Surveyors FAX 530.893-2113 ..___ 40110 _ D 0 �r i BY: J I j DATE: &199 JOB NO: 6 & E/, 4— PAGE q- OF { i :LT 0 d 'I NJ, SrR�F� .TVA, CSrE r1c i NorthStar 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 ENGINEERING 530.893.1600 Civil Engineers • Planners • Surveyors FAX 530-893-2113 —� a� 0 d IST FLoo� 0 d IST FLoo� BY: j m p - DATE: g I JOB NO: PAGE Z�; OF NorthStar ENGINEERING Civil Engineers* Planners Surveyors • 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530-893-2113 V 0224 (¢ 3- o K _14�1 SoM 0*1 -- -t- rz,I14 1 1. - = K N 0-j I,I Ci Ig I- p IZc�d - . aTt'I IS NoTl� F Po�L-l✓rl v T 1447 224 4. el 021 ¢.4 8 U �l F H -D Z - zx BY. __l I I� NorthStar 20 DECLARATION DRIVE DATE: �I !- - CHICO, CALIFORNIA 95973 JOB NO: �9(Q�j� ENGINEERING 530.893-1600 PAGE 7 OF Civil Engineers • Planners • Surveyors FAX 530-893-2113 2 2 13 , oZ (9 C►��-f-�l ) U7 o 141-2 . I 'C2 N� 2 o r1. 2 - Zx o22 ¢ 1-7 -�-. 021 17 SHEAR WALL SCHEDULE SHEAR WALL BY: J I 11z NorthStar 20 DECLARATION DRIVE Q �5 0 DATE:8 I I I =�' "''='�''=�'"Z` CHICO, CALIFORNIA 95973 JOB NO: �o 8 4 ENGINEERING 530-893.1600 PAGE g OF Civil Engineers* Planners* Surveyors FAX 530.893-2113 —_ - SHEAR WALL SCHEDULE SHEAR WALL ID 0 Q3 Q �5 0 ALLOWABLE LOAD/FOOT 260 380 490 550 640 l60 980 12,3,8 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"CDX 3/8"CDX PLYWOOD CDX CDX CDX 5TRUCT I CDX 2 SIDES 2 SIDES EDGE NAILING 5 ad (@ 6" ad C@ 4i3 Sd (@ 3" 3 ad (@ 3"3 ad C@ 2" 3 ad 4" 3 ad (@ 3" 3 FIELD NAILING 5 8d Q 12" ad (@ 12" ad (@ 12" ad 0 12" ad (@ 12" ad 12" ad (@ 12" SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X SILL NAILING 6 16d (@ 4" 16d r@ 3" 16d (@'3" IC d (@ 4"10 trod (@ 3"10 I6d (@ 3" 10 16d (@ 3" 10 CLIP, BLOCK? L550 LS50 LS9,0 LS90 L590 L590 LS90 TO PLATE (@ 22" C� 14" 0.10r " 16" l@ 12" 12" C@ 8" 5/8"0 5/8"0 5/8110 5/3"0 5/6"0 5/6"0 5/8" 0 ANCHOR BOLT 48" o.c. 18" O.C. 14" O.C. 12" o.c. 28" O.C. 24" o.c. 18" O.C. SPACING 9 1/2110 1/2" 0 1/2" 0 1/2" 0 1/2110 1/2" (P 1/2110 36" o.c. 13" o.c. 10" o.c. 9" O.C. 18" O.C. 15" o.c. II" O.C. I. OVER DOUGLAS FIR STUDS (@ 16" O.C., HEM -FIR TOP PLATES ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. NAILS .SHALL BE ad HOT DIPPED GALVANIZED OR ad COMMONS 6.. D.F. SILLS REQUIRED, STAGGER ALL SILL NAILS i. SIMPSON MANUFACTURED CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TRUSS CHORD OR RAFTER PER DETAIL. 6. OSB_WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. OSB SHALL BE RATED FOR EXTERIOR USE. 9. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THICK PLATE WASHER. 10.. REQUIRES 2 ROWS STAGGERED BY: DATE: JOB NO: (57 PAGE OF I • WrthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 inn nnn —An Civil Engineers* FAX b3U-bVJ-Z11 Surveyors 9 Y _—.�.-�..- ::DESIGN VALUES FOR ANCHOR BOLTS AND SILL NAIL5 SHEAR WALL 2Q Q3 ® Q5 06 0 ALLOWABLE LOAD/FOOT 2Cb0 380 490 550 640 1Cc0 980 SILL NAIL 16d 0 4" 16d (@ 3" lrod (@ 3" 2 ROWS I<od (@ 4 2 ROWS ICod Q 3 2 ROWS Irod (@ 3 2 ROWS ICod Q 3 NAIL CAPACITY 3Ca6 490 490 -732 980 980 980 5/8" 0 5/8" 0 5/8" 0 5/8" m 5/8" 0 5/8" m 5/8" m ANCHOR BOLT 48" 18" 14" 12." 28" 24" 18" 1/2" 0 1/2" 0 1/2" 0 1/2" 0 1/2" 0 1/2" (P 1/2" 0 SPACING 3Co" 13" 10" 9" 18" 15" II" SILL THICKNESS 2X 2X 2X 2)< 3X 3X 3X I/2" m ANCHOR BOLT CAPACITY 2l5 380 495 550 641'716 1,058 5/8" 0 ANCHOR BOLT CAPACITY 297. 396509 594 Co51 1601,012 DESIGN CAPACITY OF BOLTS PER TABLE 8.2E OF THE '9l NDS. CAPACITY OF 1/2" 0 ANCHOR BOLT IN 2X SILL = 1.334 620# = 825 / BOLT CAPACITY OF 1/2" (P ANCHOR BOLT IN 3X SILL = 1.33 * l30# = 9l0 # / BOLT CAPACITY OF.5/8" 0 ANCHOR BOLT IN 2X SILL = 1.33 * 890 = 1184 / BOLT CAPACITY OF 5/8" 0 ANCHOR BOLT IN 3X SILL = 1.33 * 1140 = 1510 # / BOLT NAILS PER ICBO REPORT NO. NEP-2-12 CAPACITY OF ICod SINKER = 94*1.30 = 122 # / NAIL RECEIVED SEP 0 31999 BUTTE COUNTY BUILDING DIVISION J* Mann Permit # 99-1638 Structural Comments ►Detail 1/3 - Shear transfer is incomplete. Please indicate the required nailing of 2x continuous sill late, and 3/4" plywood. RIG V OtJ '50676T Shear wall line 2. Your diagrams seem to indicate shear wall line 2 above the second floor line, below the floor line. Your calculations appear to relate to walls below floor. Are you using �and second floor walls to transmit loads from roof to floor and through floor to ground? Please clarify and provide shear transfer detail through floor. SEE QC--t*IL 3AV /I pecify nailing required at double 2x used for holddowns. { T /! ease note that unit shears in excess of 350 pounds per foot require 3x sill/floor plate. I have enclosed the UBC information. OC all out header size For header at hall which accepts load from roof beam. aY oTHEl2�, CRo� M•) N oT l F 4N C,440 Lid CTS A -12E 1;;E:GI67t"6P C451N(� 11? ,4-L(,ow4?LG7 v&-SI(�N L -0 --P, S& -E TAm e7 v�-11-j-) f-ooTNOTE 3, EIME AP, < . ,i,, a• ZO"d dVV:LO 66-ct-daS fit 1999 ind Lesli 'Parcel Number 047-250-191 Building Permit Number: 99-1638 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project.. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Flood elevation certificate must be revised to reflect the lowest grade immediately adjacent to the building. As pads have been constructed the elevation provided as the lowest grade is no longer valid. Revise to show the elevation of the new building pad. 2. Energy calcs need to be revised for the following item: A. Use the Calres2 1.34.03 program. B. Provide a current [1999] Mandatory Measures checklist [2 copies, initialed appropriatly by building designer]. C. Include windows on the West elevation of the building in your calcs. 3. Plans are in line-up for structural review. I will contact you reguarding any questions which arise as a result of this plan review. 4. Provide location of furnace. AC unit must also be located one foot above flood elevation. As these are usually set of concrete pads you should note minimum thickness of pad required to raise unit above flood elevation. Plan check will continue upon reciept of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday.through Fridays. Sincerely, Martha Whitney Plans Examiner RESIDENTIAL PLAN CHECKINC GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: _M i14. &A n - BUILDINGP ER: 9 PLAN CHECKER: (&) lol l) A P. NUMBER: 7' Zoning requirements: (side yards and number of permitted living units). k Valuation. Plans signed by designer. A" Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. ,2� Setbacks, side yards, easements, etc. .,,! Other buildings or structures. _ Grading, fills and/or drainage. ^•� Flood hazard. 2 / Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. -- ,8� FLQOR Building or utilities across lot lines (Record form). PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). .,4' Skylights (Section 2409 dt 2603.7). Glazing in Hazardous Locations (Section 2406). -ff Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 9. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 10. Garage firewall, door size and closer (Section 302.4). 11. Minimum of one 37 exterior door (Section 1004.6). 12. Fireplace and wood stove location, alcoves and clearance. 13f. ' Smoke detectors (Section 310.9.1). � Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 1 lekei� 2. Standard bracing or engineered design (Section 2326.11.3). 3. Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calc. if necessary. 11. Garage door and/or porch header sizes. 12. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. 15. Special Inspection requirements. - 16. Header size. 17. Sheetrock nailing inspection required? n p , 1 61July 1996 L•� 3,2 NUSCELLAMOUS rMMS TO MOK OUT FOR 1. Stairway details: landings, rise and run, head clearance, handrails (Section 1006). 2. Guardrail details (Section 509). 3. Brick or stone veneer (Section 1403). 4. Exterior plaster - weep screeds (Section 2506). 5. Proper roof pitch for roof covering (Section 1501). 6. Roof covering type - (fire hazard). 7. Foam insulation - protection. 8. 36" halls and stairways. 9. Living area over garage - complete l -hour separation required on garage side including supporting walls and posts. 10. Two exits on three - story dwellings (Section 1003). 11. Underfloor access and ventilation (Section 2317.7). 12. Attic access and ventilation (Section 1505). 13. Combustion air for fuel burning appliances - L.P.G. requirements. 14. Noise requirements on duplexes. 15. Energy design. 16. Flashing at all exterior openings. 17. C.D.F. responsible area requirements. July 1996 3.3 q-� -2S'---( 5/ AP# CDF FIRE SAFE REQUIREMENTS PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will -be made by the Butte County Building Department for compliance. (Vt) '1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual. maintenance must be provide for by the land owner. Driveway Standards f7C) 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of II curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of verti:al curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�} 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 2.5 foot taper on each end. [�] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of - 1, s AP # PERMIT # r NAME [] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [� 1. Gate entrances shall be at least two feet wider than the roadway it serves. �J 2. The gates must be located at least 30 feet from the roadway and shall open to allow.a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [�] 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ull property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same. practical effect. See Other Requirements below. �k_] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of 'flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r fi:ial inspection of a building permit. Page 2 of 3 4. J AP # PERMIT # NAME other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] if Building Setback is Less Than 15 Feet Choose any 3 of . the fol.lowing : - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed "lot of wall area toward property line with insufficient setback ' - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry'veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R Project Title: MANN 1712s (BASE CASE) Run: 006 07 -Jul -99 Project Address: PARCEL 3 KEEFER RD. MANN 1712s (BASE CASE) CHICO, CA. 96973 Building Title: MANN 1712s (BASE CASE) Build' ng,P rmit # Document Author: BOB METZGER O.D.S. GAJ 16 Telephone: Plank/ Date r0•(0.99 Compliance Method: CALRES2 1.34.x•0 3 Fiel Check / Date Climate Zone: 11 GENERAL INFORMATION Conditioned Floor Area: 1712 ft2 Average Ceiling Height: 810" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 180 deg (South) Glazing Area, o of Floor Area: 16.80 Average Fenestration U-Value:0.54 Shading Average Fenestration SHGC: 0.73 Number of Stories: 2 Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION FLOOR TYPES AND AREAS Construction Type Area (ft2) ------------------------------- Slab Slab FENESTRATION Orientation 292 816 Area U- (ft2) value Panes Window South 52.0 0.550 2 Window South 20.0 0.500 2 Conditioned? Exterior Conditions/Descripti Yes Cavity Sheathing Yeg Grade -& I Component Insul Insul Total Assembly Shading Type R -value -------- R -value -------- R -value -------- U -value -------- Location/Comments ----------------------- --------=------ Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Attic Wall 13 0 11.36 0.088 Outside Floor 0 0 1.38 0.722 Grade Floor 0 0 3.38 0.295 Grade Wall 0 0 0.32 3.125 Shallow ground Ceiling 38 0 41.67 0.024 Attic Slab Perimeter 0 0 0 0.756 Outside FLOOR TYPES AND AREAS Construction Type Area (ft2) ------------------------------- Slab Slab FENESTRATION Orientation 292 816 Area U- (ft2) value Panes Window South 52.0 0.550 2 Window South 20.0 0.500 2 Conditioned? Exterior Conditions/Descripti Yes Grade Yeg Grade -& I ATE COW7-Y Interior ExteriO,r,Ij1LON& OEM TKA EN Shading Shading a'ndFins E Standard BugScrn "O" DF r"hra V Standard BugScrn Overhang CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -IT Project Title: -------------------------------------------------------------------------------- MANN 1712s (BASE CASE) Run: 006 07 -Jul -9= FENESTRATION continued HVAC SYSTEMS Interior Exterior Area U - Shading Orientation (ft2) value Panes ----------------- Window North ----- 66.0 ----- 0.550 ----- 2 Window North 17.8 0.500 2 Window North 20.0 0.530 2 Window North 17.8 0.550 2 Window North 20.0 0.500 2 Window East 51.0 0.550 2 THERMAL MASS Area. Thick Type --------- Exposed? (ft2) (in) -------- ----- ----- Wall Yes 35.0 4.0 HVAC SYSTEMS Interior Exterior Overhang Shading Shading and Fins ---------- Standard ---------- BugScrn -------- Overhang Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn Overhang Standard BugScrn Overhang Location/Comments ---------------------------------------- Shallow ground Duct Location Type Efficiency and R -value -------------------------- ---------- ------------= Furnace 0.80 AFUE Attic Air cond. -- central split 10.00 SEER Attic WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- ------------ ----------------- ---- ------ ------ 40GALW/H Standard 40W/H Storage gas 1 0.61 40 WATER HEATING SYSTEMS MISC ,,VA YL CVJurl ii a Solar savings Solar system Wood stove Wood stove Syttem Name ------------ fraction ------------- type boiler? boiler pump? ------------------------------------ 40GALW/U -- -- No No 'WATER HEATER/BOILER DETAILS Rated Pilot Water Pecovery Input Standby Tank Light Heater N.alte --------=---- -Efficiency AFUE ---------- ---- (kBtuh) Loss R -value ------- (Btuh) 40W/H 76% -------------- -- 35.00 -- -- ------ ,,VA YL CVJurl ii a CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1r. Project Title,: MANN 1712s (BASE CASE) Run: 006 07 -Jul -9( HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES Pipe Pipe Insul Insul run (ft) diam (in) thck (in) R -value -------- --------- --------- ------- 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER DOCUMENTATION AUTHOR MIKE & LESLIE MANN BOB METZGER O.D.S. 236 WESTEAST AVE. IZ/ e2, CHICO, CA. 96926 6k at 894-5905 Certification #: Signed Date SignedL / Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: MANN 1712s (BASE CASE) Run: 006 07 -Jul -9G Project Address: PARCEL 3 KEEFER RD. MANN 1712s (BASE CASE) CHICO, CA. 96973 Building Title: MANN 1712s (BASE CASE) Building Permit # Document Author: BOB METZGER O.D.S. Telephone: Plan Check / Date Compliance Method: CALRES2 1.34.00 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 21.01 Space Cooling 13.38 Water Heating 14.41 Total 13 48.80 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Floor Construction.Type: Number of Conditioned Zones: Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: BUILDING ZONE INFORMATION Proposed Design --------------- 22.04 12.41 12.32 -------- Complies 46.77 Yes 1712 ft2 8'0" ft -in SFD Single Family Detached 180 deg (South) 16.8% 0.54 0.74 1.00 2 Slab on grade 1 13696 ft3 0 ft2 1108 ft2 Floor Vent Zone Area Volume Thermostat Height Name (ft2) (ft3) Type Type (ft) ------------ ------- -------- ------------- ------------ ------ House 1712 13696 Conditioned CEC_Standard 810" OPAQUE SURFACES Surface Area Type (ft2) ---------- ------ Zone = House Wall Wall Wall Wall Wall. U- Insl Total Tru Slr Construction value Rval Rval Azm Tlt Gns Type Location/Comments ----- ---- ----- --- --- --- ------------ -------------------- 490.0 0.088 13 11 180 90 Yes W13.2x4.16 353.0 0.088 13 11 270 90 Yes W13.2x4.16 317.4 0.088 13 11 0 90 Yes W13.2x4.16 235.0 0.088 1.3 11 0 90 Yes W13.2x4.16 325.0 0.088 1.3 11 90 90 Yes W13.2x4.16 Outside Ou t s i d,e', Outside Outs.i,de''`� ., � r 'i J /Y: 1 COMPUTER METHOD SUMMARY Page 2 C-2. Project Title: -=------------------------------------------------------------------------------ -------------------------------------------------------------------------------- MANN 1712s (BASE CASE:) Run: 006 07-Jul-9'7 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Slr Construction Fenestration Type ---------- (ft2) ------ value ----- Rval ---- Rval ----- Azm Tlt --- --- Gns Type ------------ Location/Comments Floor 292.0 -- 0 -- -- 180 --- No S1abl40E -------------------- Grade Floor 816.0 -- 0 -- -- 180 No S1ab140C Grade Wall 35.0 3.125 0 0 180 90 No TILE Shallow ground Ceiling 1108.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic PERIMETER LOSSES Perimeter Length F2 Type (ft) Factor ----------- -------- ------ Zone = House Exposed 146'0" 0.756 FENESTRATION SURFACES Insul Insul Depth R-val (in) Location/Comments ---------------------------------- 0 16 Outside Glazing Fenestration Area Tru Open Frame Charactr Name -------------- Type ---- (ft2) Azm TTt Type Type Name Comments Zone = House ----- --- --- ------- -------- ------------ ---------------- F11 Wind 12.0 180 90 Slider Vinyl OPER/std F12 Wind 12.0 180 90 Slider Vinyl OPER/std F21FRTDR Wind 20.0 180 .90 Hinged WdDr/Div DOOR/std F31 Wind 0.0 180 90 Slider Vinyl OPER/std F32 Wind 12.0 180 90 Slider Vinyl OPER/std F33 Wind 8.0 180 90 Slider Vinyl OPER/std L11 Wind 8.0 270 90 Slider Vinyl OPER/std L12 Wind 15.0 270 90 Slider Vinyl OPER/std B11 Wind 20.0 0 90 Slider Vinyl OPER/std B12 Wind 16.0 0 90 Slider Vinyl OPER/std B2IFRCH Wind 17.8 0 90 Hinged WdDr/Div DOOR/std B22 Wind 15.0 0 90 Slider Vinyl OPER/std B23 Wind 20.0 0 90 Fixed -Vinyl FIXED/std B24 Wind 15.0 0 90 Slider Vinyl OPER/std B25FRCH Wind 17.8 0 90 Hinged WdDr/Div OPER/std B31 Wind 20.0 0 90 Fixed Vinyl DOOR/std R11 Wind 24.0 90 90 Slider Vinyl OPER/std R12 Wind 12.0 90 90 Slider Vinyl OPER/std R13 Wind 15.0 90 90 Slider Vinyl OPER/std COMPUTER METHOD SUMMARY Page 3 Name ------------ Project. Title: MANN 1712s (BASF CASE) Run: 006 07 -Jul. -9S GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U - Name ------------ Type Panes value OPER/std --------- Clear ----- 2 ----- 0.550 DOOR/std Clear 2 0.500 FIXED/std Clear 2 0.530 OVERHANGS Fenestration Name Height Width F11 410" 310" F12 410" 310" F21FRTDR 6'8" 310" F31 410" 210" F32 410" 310" F33 410" 210" L11 4'0" 210" L12 510" 310" B11 410" 5'0" B12 410" 410" B2IFRCH 618" 218" B22 5'0" 3'0" B23 510" 410" B24 510" 3'0" B25FRCH 618" 218" B31 510" 410" R11 4'0" 610" R12 4'0" 310" R13 510" 3'0" FINS Fenestration -------------------------- Name Height Width ------------ ------ ------ None THERMAL MASS Mass Name - ----- Zone = House Tile SHGC Exterior Interior SHGC Shade Shade Type Int SHGC See notes Shade ------ 0.765 ---------- Standard ------ 0.680 0.765 Standard 0.680 0.765 Standard 0.680 SHGC Exterior Ext Shade Type ---------- Shade BugScrn ------ 0.757 BugScrn 0.757 BugScrn 0.757 Above Left Right Depth Glazing Extension Extension ------ --------- --------- --------- 210" 114" 3910" 3'0" 210" 114" 510" 37'0" 810" 4" 816" 20'6" 116" 4" 310" 610" 11611 4" 41011 40011 116" 4" 310" 6'0" 210" 1114" 1210" 1310" 210" 210" 8'6" 15'6" 216" 1'4" 3610" 410" 216" 114" 410" 3710" 8' 0" 4" 25101f 4' 4" 810" 4" 1910" 1010" 8'0" 4" 1510" 1310" 81011 4" 121011 17' 0" 81 0" 4" 410" 25'4" 11 0II 4 71011 10tf 210" 11'4" 1616" 516" 21011 11 1 A4 21011 1 0 23 1 011 2'0" 2'0" 7'6" 177'6„ Left Fin Right Fin --------------------------- -------------------------- Exten Dist Exten Dist Fin Fin above to Fin Fin above to Depth Height glzng glzing Depth Height glzng glzing ------ ------ ----- ------ ------ ------ ----- ------ Vol Cond- rti a . Area Thck Heat duct- Construction Insd��: (ft2) (in) Cap ivity Type Rval L-o-ation Comments ----- - - - - - - - - ----------------- - - - - --�- r_7 =-7----- 35.0 4.0 19 1.04 TILE 0 ShSlijiw=ground C'_ J COMPUTER METHOD SUMMARY Page 4 C -2k Project,Title: MANN 1712s (BASE CASE) Run: 006 07-Jul-9�j SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name -------------- Zone = House GasFurn.80 ACsplit10 Winter Summer Targetted Fraction Fraction Thermal Mass Comments Duct Location System Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFUE Attic Air cond. -- central split 10.00 SEER Attic WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume System Name Type ------------ -------- Heater Name ------------ Heater Type ----------------- Htrs Factor (gal) 40GALW/H Standard 40W/H Storage gas ---- 1 ------ 0.61 ------ 40 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ 40GALW/H -- -- No No WATEkHEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) 40W/H 760 -- 35.00 SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at.the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. tP�-------------------------------------------------------I. -6vjU i � ✓�L'_=',�_ _�-� ��--- ` MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 A t. MF -1R Project Title.......... MASTER PLAN Date _ 01/01/9q i Project Address........ MASTER PLAN CHICO, CA. i 1. Documentation Author... BOB METZGER 865-9688 ; Building Permit # ; Company ................ BOB METZGER 0 D S I ' Plan Check / Date ; Telephone .............. 865-9688 or 342-9688 � Compliance Method...... Com! refer /LA GAh1�l3 ; Field Check/ Date--------------------- ' Climate Zone ........... _______-l' . 1 , 1 Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist o y. BUILDING ENVELOPE MEASURES G -------------------------- Veign- nforce- er went *150(a): Minimum R-19 ceiling insulation. GLA -1 1 b 1 d R -Value t' 7: 150(b): Loose fill insulation manufacturers a e e *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). f *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge 'insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints r �� and penetrations caulked and sealed. ! 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 AA only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door .. b. Outside air intake with damper and control i c. Flue damper and control E �� • 2. No continuous burning gas pilots allowed. w; 7: 1 0�_ 110-13: HVAC equipment, water heaters, snowerneaas ana Iaucets 19-11 certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. C (� 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect �- hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment is with 78% thermal efficiency, on-off 1. System certified switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: At least 36 inches pipe between filter and heater for a. future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking -appliance �tb with pilot < 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er went 150(k): 40 lumens/watt or greater for general lighting in _ kitchens and rooms with water closets; and recessed ceiling fixtures. IC (insulation cover) approved. TO T-2.4 L Be aware that glazing units (including doors with .glass) Must -have permanent NFRC labels. Glazing labels will'be ), checked against the Title 24 calculations at the time of framing inspection. If the installed U -value is ofa lesser value, the Title 24 calculations must"be redone, and appropriate changes made to the structure (e.g., this may include additional insulation, addition of screening devices, reduction of window sizes, etc.). Note that an Installation Certification Form CF -6R is required to be posted at the residence proper to the issuance of a Certificate of Occupancy. This is in addition to the Insulation Certificate. l IF APPLIES GENERAL NOTES SHEET E 1, ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)lb 6E CAULKED, SEALED OR WEATHER STRIPPED. -SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO ' 'DUCT _ ACCESSABLE FROM INSIDE F.P. AREA c ) FLUE DAMPER.TIGHT.- -FITTING 8 READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6 A/C DUCTS EQUIP.)086(2ININSULEDHEATPUSTALLPER MP4EQUIP.) 15#NSULATED 0-- DENSITY TYP,INSU M G4, 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 40 LUMENS/WATTS OR GRATER. 8, FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C. 9, W.H. TO HAVE. a) 1'-6" HIGHT PLATFORM. b) . VENT THRU ROOF.. c) ADEQUATED CONBUSTABLE AIR VENTING_ d) R-4 INSULATION 5'-0- TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING.LFJ.1.t.owep_ 5� f) R-4 INSULATION ON CIRCULATING SYSTEM. 8) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11. A/C UNIT TO HAVE a) SIZED 8 CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION. OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WOOS. @ CONDITIONED SPACED DUAL -PANE. DOORS 8 WDOS. TO BE FUL- LY WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. i 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT- OR -OWNER TO SUPPLY MAKE AND MODEL. 1 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION July 27, 1999 Mike Mann 236 West East Avenue #152 Chico, Ca 95926 Re: Mann Residence Gentlemen: We have completed compaction testing on the building pad for the Mann Residence located on Keefer Road in Chico. The pad was constructed on approximately twenty inches of baserock material. The fill was tested randomly at approximate finish pad grade. The nuclear density test data sheet and moisture density curve per ASTM 1557 are attached. Based 'on the test data compiled on this project and witnessing the earthwork operations, we certify per Article 3, sections 6735.5 and 6735.6a of the Business and professions Code that the pad was properly moisture conditioned and compacted in accordance with chapters 18 and 33 of the 1994 Uniform Building Code. Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Applied Testing Consultants is not the foundation design engineer for this project. Designs for consolidation, differential settlement and bearing on fill materials are by others. Please call if you have any questions regarding our services described above. Very truly yours, APPLIED TESTING CONSULTANTS Brad Forsythe Vice President Director of Operations Staff Engineer • . zzl l� Al V 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 AF �.,.NWNWL APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Report Seq. No. Client: Mike Mann Page: 1 of 1 Address: 236 West East #152 Date: 7/22/99 City, State: Chico, CA 95926 Tech: M. Haydon Attn: Mike Mann Project: Mann Residence Soil Description: Reject A.B. -- Pine Creek Rock Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: Density Xi : Moisture Xi Compaction Equipment: Req'd % Compaction Curve No.: T-1 Max Dry Density: 141.3 Opt. Moist. Content: 7.9 90% Test # est Depth Location: House & Garage Building Pads Elev. Wet Density Density Dry Density Moisture Content o Comp. Results 1 8" House Pad, Southwest Corner -1.0' 146.0 11.0 135.0 8.2 96% PASS 2 8" House Pad, Northeast Corner -1.0' 139.9 11.7 128.3 9.1 91% PASS 3 8" Garage Pad, Center -1.0' 148.1 11.5 136.7 8.4 97% PASS Kr-VUK I: Arrived at jobsite at 1330 hrs. to perform compaction testing of the House & Garage Building Pads. Performed 3 nuclear density tests at random locations, as indicated above. A sample of the material was obtained and returned to the laboratory for a moisture density curve. At the completion of the curve, all 3 test results indicate at least 90% relative compaction. Departed jobsite at 1400 hrs. � Copies to: k Reviewed by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 A C LAIT1111111111" APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Report Seq. No. Client: Mike Mann Page: 1 of 1 Address: 236 West East #152 Date: 7/26/99 City, State: Chico, CA 95926 Tech: A. Forma Attn: Mike Mann Project: Mann Residence Soil Description: Reject A.B. -- Pine Creek Rock Gauge # 12 CALIBRATION DATA: Density Std.: Moisture Std.: Density Xi : Moisture Xi Compaction Equipment: Req'd % Compaction Curve No.: T-1 Max Dry Density: 141.3 Opt. Moist. Content: 7.9 90% Test # est Depth Location: Building Pads Elev. wetDry Density Density Density Moisture Content o Comp. Results 4 12" Northwest Corner of House Pad FPG 147.4 12.7 134.7 9.4 96% PASS 5112" Southeast Corner of House Pad FPG 143.6 11.2 132.4 8.4 94% PASS 6 12" Southwest Corner of Garage FPG 149.6 10.6 139.1 7.6 99% PASS 7 12" Northeast Corner of Garage FPG 148.6 11.7 136.9 8.6 97% PASS Arrived at jobsite at 1200 hrs. to perform compaction testing of the House and Garage Building Pads. Performed 4 nuclear density tests at random locations, as indicated above. All 4 test results indicate at least 90% relative compaction. Departed jobsite at 1230 hrs. Copies to: Reviewed by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 AA, W APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION ASTM 1557 Moisture/Density Curve Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: Mike Mann 236 West East #152 Chico, CA 95926 Mike Mann Mann Residence Reject A.B. -- Pine Creek Rock Jobsite NA Sample No: , Date: 23 -Jul -99 Tech: B. Carter Sample Weight: 15,500 grams Total sample wt: +3/4 rock wt: % of +3/4 rock: Specific Gravity of +3/4: Rock adj. density: � ft1♦ft1• �� fl•I� ilr • � , � � �� �� This test was performed per ASTM 1557 Reviewed by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Kam - INIMEMIN IMM_ MEN • 1 �• M �1- Sample No: , Date: 23 -Jul -99 Tech: B. Carter Sample Weight: 15,500 grams Total sample wt: +3/4 rock wt: % of +3/4 rock: Specific Gravity of +3/4: Rock adj. density: � ft1♦ft1• �� fl•I� ilr • � , � � �� �� This test was performed per ASTM 1557 Reviewed by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Kam - Sample No: , Date: 23 -Jul -99 Tech: B. Carter Sample Weight: 15,500 grams Total sample wt: +3/4 rock wt: % of +3/4 rock: Specific Gravity of +3/4: Rock adj. density: � ft1♦ft1• �� fl•I� ilr • � , � � �� �� This test was performed per ASTM 1557 Reviewed by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 School District A.P. Number Property Owner Property Location/Address Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) 1 Building Department No. Jurisdiction: -City County A v Lot No. I I .................................................................................................................... Residential Development EQ No of Living Mobile Home Addition/ 'Supplemental to Units Installation. Conversion Permit # '(No foundation inspection): ................................................................................................................... Commercial/Industrial New Addition Building Department Representative Sq. Footage I �'y (Group R) Sq: Footage (Including Exterior Roofed Areas) Date moor runs reviewea oy acnooi uisirim rersonnei) District Identification No. School Districb.certifies that C/� flu {� V l6 k (Street Address) / (Phone Number) i (City / (State)"' ►Zip Code) `TV has complied with the requirements of Resolution No. by payment of $ representing I square feet. AB 2926 $ FULL MITIGATION $ Ile School District Repres ntive Date r Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA). this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/98)dmm A Ar -,;40.. BUTTS COUNTY PARKS DEVELOPMENT FSS CERTIFICATION FORK r CHICO AREA RfE'CREATION AND PARK DISTRICT 1 Assessor Parcel Number (s) Property Owner �� � W ,C C.b_A, Project,Location/Address Subdivision U Lot Number(s) f "t Residential Development: (check one) kNew Development _Alteration/Addition Mobilehome(s) Non -Residential to Residential Total Number of Dwelling Units Comment: Building Department Representative Date Ch,co- r a Recreation and Park District(CARD) certifies that tApplicant Name) (Phone Number) (Street Address) - (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for f dwelling units @ $1,189 for total payment of $ f/C)-/ -13 G1 CARD Representative ( ) Date- PAID BY CHECK NO. REMARKS: -BANK NO. 90 PAID BY CASH RECEIPT NO. Distribution: White --Applicant Yellow --Butte Co. Building Dept. . Pink --CARD Goldenrod --City of Chico Building Dept. park. fee ( form revised h/90) L'7'19F9n a4` 'H 001Au 7 3 BY i,1137109 O.M.B. NO. 3067-0077 ELEVATION CERTIFICATE E.TiresMay 31.1996 FEDERAL EMERGENCY MANAGEMENT AGENCY Cc✓R 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. • SECTiON A PROPERTY INFORMATION FOR INSURANCE COMPANY USE OWNER'S NAME POLICY NUMBER STREET ADDRESS (including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIL NUMBER OTHER DESCRIPTION (Lot and 810 2L JW,$te. �� ` ` �, 06% d _ 3N U CITY STATE ZIP CODE 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) ot�,WWJP.Jr , 0%%o I.- c A% x0ta- s - 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): GVD'29 EJ Other (describe on back) 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: feet NGVD (or other FIRM datum—see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicata the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 2(a). FIRMS 1119 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 I I°Ii. 2 feet NGVD (or other FIRM datum—see Section B, Item 7). (b). FIRM Zones V1 430, 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 I I I I I I.LJ 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 I I LLQ feet above ❑ or below ❑ (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 I ULLJ 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? j ii Ye ❑ No ❑Unknown 3.:Indicate the elevation datum system used in determining the above reference level elevations: NGVD '29 El Other (describe 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 7], 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 *o (See Instructions on Page 4) 5. The reference level elevation is based on: ❑ actual construction �5construction•drawings (NOTE. Use of construction drawings is only valid if the building does not yei< 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: LP.feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION��$? rF:at`la` 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 fa"r is,r ,k , .• is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevationioftt, ee.•Wildings'flowesta ts� a o . floor" as defined by the ordinance is: I I I I _J.0 feet NGVD (or other FIRM datum—see Section B'Item 7). 2. Date of the start of construction or substantial improvement eRlu, �. a FEMA Form 81-31, MAY 93 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 bk 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 certjfy to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list th Q included in the certification under Comments below. The diagram number, Section C, Item 1, must still be ente O RpEESSlQ�I .1 certify that the Information In Sections Band Con this certificate represents my best efforts to interpret th I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Se Uj CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) Exp MICHAEL.D. McENESPY C29465— I -A •3/31/03 TITLE COMPANY NAME CIVIX. PRINCIPAL ENGINEER NORTHSTAR F N C, T N E ER I N G ADDRESS CITY Ne OF Cpt�\ 20 DECLARATION DRIVE CHICO f.A 95973 • SIGNATURE , DATE PHONE Copies should be made of this Certificate for: 1) community official, 2) Insurance agent/company, and 3) building,o.w COMMENTS: ��5 1.i /�► R" tit►t'IYVt�10t.9 T1�Lt>.'l1�� P1.-��s vkR_A. Qq.. 1,y F sr tfNk 1,J 1, 6A.,.,�..� P� u. �c�c1✓ r3 �. . �r~�► �•o� l tJ�yn .2a l�.,A.Z vct�, ON SLAB ' WITH BASEMENT ON PILES, PIERS, OR COLUMNS A- v A ZONES A v ZONES ZONES ZONES ZONES ' REFERENCE BASE FLOOD IEVEI YFLOODELEVATION 'r•: ;•i. 5 4:. :.: FLOOD BASE :•'' ADJACENT :;•. `.� REFERENCE ELEVATION FLOOD GRADE y' IEVEI ELEVATION REFERENCE .ADJACENT h �; LEVEL GRADE ••1' er ' .'•: \::� ':l.l.::j%'.i:.: ti;J �i: :�J !ADJACENT?; • ! ..:� .!•'.. .'-�•i"l:.. .:=i::�jf II`•::. 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. Page 2 O.M.B. NO. 3067-0077 ELEVATION CERTIFICATE E.ViresMay 31, 1996 FEDERAL EMERGENCY MANAGEMENT AGENCY •(,'yam.. NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide it 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. • SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER STREET ADDRESS (including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers, etc.) = L... 3 FscQ�c. �, :b� ►-� � s - P Cas 3 d-32 CIN STATE ZIP CODE 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) C:) r1c0=1,% j o3 o G" 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ NGVD'29 ❑ Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BEE for this building site, indicate . the community's BFE: feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, Indito the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level= . 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 I l Al.L5feet 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 elevatton of U 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 J.0 feet above ❑ or below ❑ (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 I I I . LJ 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? L-1 Yes Lr] No ❑ Unknown 3.' Indicate the elevation datum system used in determining the above reference level elevations: X NGVD '29 ❑ Other (describe 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 UNo (See Instructions on Page 4) 5. The reference level elevation is based on: ❑ actual construction be construction'drawings (NOTE: Use of construction drawings is only valid if the building does not yei 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: 1 1 IkEN .LQ.feet NGVD (or other FIRM datum -see Section B, Item 7). 1 ' 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 el�vatioa'iof-the buildings "lowest -.- floor" as defined by the ordinance is: L1111J.0 feet NGVD (or other FIRM datum -see Section B, Item -7).- 2. Date of the start of construction or substantial improvement A _ • ) , " _ _, r ,j FEMA Form 81-31, MAY 93 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 13FE),V1-V30,VE, and.V (with BFE) is required. Community officials who aie authorlied 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 cer* to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the c-atureNhwt , included in the certification under Comments below. The diagram number, Section C, Item 1, must still be ente I certify that the Information In Sections 8 and C on this certificate represents my best efforts to interpret t® T�blm�, I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,,S 20465 CERTIFIER'S NAME :,LICENSE NUMBER (or Affix Sea[) MICHAEL D. McENESPY 4, C29465 Ex • 3131 IN � TITLE , COMPANY NAME�yl"IV ®� PRINCIPAL ENGINEER NORTHS cfi'�� cr v ADDRESS CITY T OF (C; 20 DECLARATION DRIVE CHICO r'.A 9597 SIGNATURE DATE PHONE Copies should be made of this Certificate for: 1) community official, 2) Insurance agent/company, and 3) building owner.' COMMENTS: Jam*----�� 70 1 ON WITH SLAB BASEMENT A V A ZONES ZONES ZONES PIERS, OR COLUMNS A V ZONES ZONES FLOOD ELEVATION ELEVATiONREFERENCE A0.lACENT N LEVEL GRADE ADJACENT 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. Page 2 I ' a , I Dq-7-zo0- P?/ +:� o.KB. NO. 3067-0077 E�ires May 31, 1996 ELEVATION CERTIFICATE 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. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION (Lot and Block Numbers. etc.) b 3 e-32 CITY STATE ZIP CODE C' . to C -01v 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 (n AO Zones, use depth) c�- CcCp 1'j 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ NGVD'29 EJ Other (describe on back) 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: M feet NGVD (or other FIRM datum—see Section B, Item 7), SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indi to the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level . 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 oil .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 L I I I I I,LJ 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 I I I.0 feet above ❑ or below ❑ (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 L1 I .IJ 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? ❑I Yes ❑ No ❑ Unknown ° 3.1ndicate the elevation datum system used in determining the above reference level elevations: 9NGVD '29 ❑ Other (describe 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 UN. o (See Instructions on Page 4) 5. The reference level elevation is based on: Elactual construction V constructioddrawings (NOTE: Use of construction drawings is only valid if the building does not yei 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�.(Q.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: LLLJJ.0 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 93 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),Vi V30,VE, and.V (with BFE) is required. Community officials who are authorized by local law or ordinance to pr6vide 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 certjfy to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the,.Fe_aturewof included in the certification under Comments below. The diagram number, Section C, Item 1, must still be ent I certify that the information in Sections 8 and C on this certificate represents my best efforts to interpret t ; da�fa y 7�bf I understand that any false statement may be punishable by Erne or imprisonment under 18 U.S. Code, Ston +, CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) MICHAEL D. McENESPY C29465 �� �'✓� TITLE COMPANY NAME PRINCIPAL . ENGINEER NORTHSTAR FNCTNF.FRTNC CIVIL ADDRESS CITY _20 DECLARATION DRIVE CHICO r.A A597� SIGNATURE DATE PHONE Copies should be made of this Certificate for: 1) community official, 2) Insurance agent/company, and 3) building owner. COMMENTS: ON WITH ON PILES, BASEMENT PIERS, OR COLUMNS SLAB A V A A V. ZONES ZONES: ZONES ZONES ZONES ' REFERENCE LEVEL REFERENCE REFERENCE E : LEVEL FLOOO ELEVATION x:,'-�z:•i'. ^,. :••i;'+`3:r.::':: y?,� - ..r•, :•:. "" BASE •t'" REFERENCE BASE ••• `•. •ADJACENT FLGOO ... :^; .;yt FLOOO GRADE :,,h LEVEL ELEVATION ELEVATION REFERENCE ADJACENT _y` • , LEVEL GRADE {. ADJACENTGRAM :•;�;ty,, �^'` .,. n}: :. ;:-!•:• 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. Page 2 And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 1 0399-0034343 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 12:48PM 11 -Aug -1999 REC FEE 10.00 COPIES 1.50 PENALTY 6.00 Cindy Page 1 of 2 Rx - AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned foi agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including. but not limited to herbicides. pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke. noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should,bg prepared to accept such inconvenience or discomfort from normal. necessary farm operations.. All that real property situate in the County of Butte. State of California. described as follows: SEE EXHIBIT "ONE" ATTACHED HERETO AND MADE A PART HEREOF FOR LEGAL DESCRIPTION Date: July 8, 1999 PROPER 'chael Mann State of California County of Butte On July 8, 199%crore me, J Whitsett, Notary Public personally appeared Mffchael Mann personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted. executed the instrument. WITNES y h nd and official seal. M J. WHITSETT COMM.# 1059222 X ted' NOTARY PUBLIC -CALIFORNIA try =; COUNTY OF BUTTE W SignatureSeal: My Comm. Expires Aug. 20, 1999 A. P.m 047-250-191 .Escrow No. 201812 -BG Title Order No. 00201812 EXHIBIT ONE Parcel one: Parcel 3, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on December 30, 1996 in book 141 of Maps, at Page(s) 30, 31, and 32. Reserving therefrom A 10 foot sewage transport easement, as shown on that certain parcel map, filed in the Office of the Recorder of the County of Butte, State of California, on December 30, 1996, in book 141 of maps at pages 30, 31, and 32. ALSO RESERVING THEREFROM A 100 by 200 foot easement for access, construction, maintenance and repair of individual drain fields, shown as easement "A" over Parcel 3, as shown on that certain parcel map, filed in the Office of the recorder of the County of Butte, State of California, on December 30, 1996, in book 141 of maps at pages 30, 31, and 32. -/ CCS a /5zptic1,A) Q� 7-150 LAND DEVE[MOUPNT OROVILLE / BUILDING !+: r - PERMIT CLEARANCE OWNERS VV/LOAA,-% NAME n , I1 o I I C e/ PRINT LAST E F/RST,— ADDRESS/ Building Permit No. q `-14k3e A.P. ` 1 cam-. ✓ I / NUMBER COUNTY ZONING DESIGNATION: FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL DEED INFORMATION: PARCEL CREATION BY DEEDS OR MAP DATE OF -CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRE..'..' YES'" ' NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING:// (MA LOT BOOK 4"1 PAGE COMPLIANCE WITH OLD SUObMS10N LOT ORDINANCE REQUIRED? P RECORDED PRIOR TO BOOK 170F MAPS AT PAGE 23): YES VV NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW. A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: AU FEES TO BE PAID TO THE 8UILD/NO DMS/ON UNLESS OTHERWISE NOTED. —I. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a R building setback from right-of-way/oentertine —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all e:asting wells. —5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Conned to a public water supply. —9. Conned to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 141 r --� _ 11. Pay T.D.D. (Therrnalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traft mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroviile Area TrafNc Mitigation Fee Agreement. Payment to be made to the Planning Dlvlslai. _ 15. al now residential buildings shall be constructed to Mobile homes shall be constructed on permanent (foundaply tion system temthe uwhich complies with the Buildingirements of the Worm Codeeismic Zone irements for seismic of the UnKorm' BuIlding Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fiepiaoe , shall be EPA approved and designed to meet the emission requirements of the CaUfomia Clean Air Ad of 1988 as amended. 20. If any cultural resources are encot `'r'utLered doling ground disturbing activid6s, a# work shad Cease in the area of the find pending _ examination of the site by a professional archaeologist. This person would then be able to assess the site significance- and suggest appropriate mitigatlon measures. 21. 22. 23. 24. 25. 26. AIa 1N3Wd013A30 OW 311 8 in &INnO'0 6661 o G 1 n r C13AI303H LD 6/98 FORMS\BLDG PERMIT CLEARANCE rV--' 1 Y--r--1.G S C. 7 � Y-�N P%,�.Q APN: 0— 19 1 BUILDING PERMIT SITE PLAN CHECKLIST Building Permit No.: 99 8 Proposed Use: SFD O MH ❑ Res. Accessory 0 Ag. Bldg. U Commercial O Industrial O Other: Zone District: — General Plan: The Proposed Use Is: Permitted: Not Permitted: Requires a Use Permit:._ Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created By Map? No: Yes: Book/Page Map Conditions? No: Yes: ,See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Parcel Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front Side Side, street -- Rear Height S Parcel in Land Conservation Agreement? No%C Yes: , Check Use Parcel in North Chico Specific Plan? No: Yes: , Check NCSP Zon�Io Parcel in Floodplain? No: Yes:�� , Zone. ' Panel No.: O C) 3 ( O Parcel in Enterprise Zone? Yes: , Check Use Commercial/Industrial Uses Parking Requirements: OK as shown Other. Landscaping Requirements: OK as shown Other Comments: 'K4 'Zoo . &-t> w V-� rax CP"LG- A►J-2 LG --P-7 cz- -� Reviewed By: Date: —) -- ( l q S �/o CE-ECE-EECK SPEaALCONDITIONS1 M • MEI RE PAID TOTRE RUILDMG / // / , UNLESS OTHER WISE I ZED. —1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 het from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. . } _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the projem shall be fully protected through the use of root protection zones (RPZ). During constructim RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowe& * The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing aha11 be removed. _3. Fencing for area other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at _ least 16" above the ground and the upper strand shall be no higher than 48" above the ground. – _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements anal be obtained: a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish dt Game at 916-355-7010. —10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be mads to du Planning Division. _ 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. —12. —13. 14 K.%SLDCCH4 FR..1 7 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PR IT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPARCELNUMBER 047-250-191 ZONING SR 1 BUILDING PERMIT OWNER MANN, MIKE 9t74"2!905 SQ. FT. OCC. BUILDING VALUATION 78 U OWNERS MAILING ADDRESS 4114 KEEFER ROAD, CHICO CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 15,084 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 171.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 111-15 SUILDINGADDRESS 4114 KEEFER ROAD CHICO Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome y] Other GARAGE ADDITION SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 X 26 & 20 X 38 RE: BP# 99-1639 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoO, OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. l I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' o e n provisions of section 3700 of the Labor Code, I shall forthwi c m ith those provisions. g C X Date 17 ( Si nature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DW E7 LINO OCCUP. S° OR ADDNS. ( a ACC. BLDs. 3.5QFT. 2 .33 ONS HON.RESIDr. MULTI -OUTLET.. CIRCUITS @7,50 APPARATUS s SINGLE ourtEr cIR. FIXTURESEX. Occup. OUTLET OR FIXTURES .00 BAL O 1. 0 Ex. Occup. DFlUT ETS Ra D,°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE s 49.33 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 351.48 impnmnCEL I PD I HD su 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 4 Date 4917, Lot� PERMIT EXPIRES ON 101gilgax Defe Receipt No. 281186 $351.48 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT • COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-7541 PERMIT N (ReV.tZS6) APPLICATION AND PERMIT msmoarMcaMUM /h�/7v / O / q1 (�/ ( / Z0004 _ BUILDING PERMIT O1MNL"� C L �1�� "s 05 SO. FT.. OC BUI DING VALUATION 00141rTY1MA'S 141! �/c OaW TP.LS,gNC OONnUCT0111 MAaJ/q ADOIICaa Co,iTVA)MM UDa)EN LEMU s yARM AWAM Fire lace Total Valuation S ApCNRECT On FN01lEEA MUSE NO. Filing Fee S 20.0 Permit Fee S r ARC,R= OR Q M8311 WJUM AD0AM Plan CheckingFee i °�'aD°1°A00"E°° e?F 114 Energy Plan Checking Fee t i PERMIT FEE LOTUM sueo"10011Kum PA„CEL YA► PLUMBING PERMIT Filing Fee O.O( USE OF STRUCTURE SF O Duplex O Mobllehome O Other °PWFYEach Each 7.00 Solar or h tpumpwater heater 23.00 Water i In 15.00 as water hea or vent 15.00 TYPE OF WORK New O Addition O Remodel O Utilities O Installation O Other O Describe Work: Gas piping system 1 - 5 ou 15.00 Building sewer 15.00 Mobile Home I S I G W 20.00 PERMIT FEE : ELECTRICAL PERMIT Filing Fee 20.0c 'Mkin Service =oOn rs 23.00 - .•---- --- �' -7,0 �� a • /r^ Mein Nice =*A To *-A 48.00 oWBLHO oCCUP. OR ADDNa. a ACO. EIDa. 3.50, , =CE0910.T. MULT40UTUT 97,50 POWEA APPApATUa o EX. OCCU OR FOnNRE9 200 1.00 6AL.SO Ex. OCCU 090 ID.1EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.01 Heating Cooling Hood 8.50 Ventilation PERMIT FEt S Mobile Home Installation Fee S Energy Inspection Fee S. occ COMT. TYPE TOTAL FEE NAL. 1 0. FEES I IMP I FL000 I COF PARCEL PO g5llg4 #557,4R This permit is hereby Issued under the applicable provision of the Butte County Code end/or Resolutions to do w.or indicated above for which fees have been paid. By PERMIT EXPIRES ON Date �— 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. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES[)4] NO[ ]. '�2. I HAVE[ ] HAVE NOT[-" signed an application for a buuding permit for the proposed work. 1 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.peisons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: �PROPERTY OWNER: C`--�-- SOCLA,L SECURITY NUMBER: �- `DATE: I . NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 iti!C:i v:.. W:...v •. r :?y:•:L::....:..::.................:..:n. :: ::• . r..y: •. .. E.. .. .::. .. ....v.:. ;`}`i%:v:::}%114: •: i.: ..r;.:r r...: t:..a ............................................................................................................................. Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed,and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you. are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these, obligations,kand these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder' Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 l JOBS w ,Truss, Type GAMBREL ATTIC 2 4.0-32 s Jan 5-10-4 20.1-12 26-0-0 5-10-4 14.3.8 5.10-4 5.00 12 5x5 = 7x81 3 7x8 5x8= 8 7 6 5x8= 3x1011 8x12= 3x1011 5-10.4 20-1.12 26.0.0 5.10-4 14-3.8 5-10.4 LOADING (psi) SPACING 3-0-0 CSI DEFL (in) (loc) Udefl TCLL 16.0 Plates Increase 1.15 TC 0.24 Vert(LL) -0.17 6-8 >999 TCDL 10.0 Lumber Increase 1.15 BC 0.76 Vert(TL) -0.24 6-8 >999 BCLL 0.0 Rep. Stress Incr NO WB 0.44 Horz(TL) 0.01 5 n1a BCDL 8.0 Code UBC97/ANS195 (Matrix) 1st LC LL Min I/deo = 360 LUMBER TOP CHORD 2 X 6 DF No.2 BOT CHORD 2 X 1C OF No.2 OTHERS 2 X 4 DF Std 'Except' 2-42 X4 DFNo.1 REACTIONS (lb/size) 1=2492/0-3-8, 5=2492/0-3-8 FORCES (In) - First Load Case Only TOP CHORD 1-2=-3354.4-5---33!>4.2-3---1106,3-4=-1106 BOT CHORD 1-8=1755.7-8=1777,6-7=1777,5-6--1755 WEBS 2-9=-857.4-9=-857.2-8=1749.4-6=1749.3-9=180 Dec 13 17:46:06 1999 Page PLATES GRIP M20 220/195 Weight: 434 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1Row atmidpt 24 NOTES 1) 2 -ply truss to be connected together with 10d Common(.148 x3l Nails as follows: Top chords connected with 2 row(s) at 0-9-0 on center. Bottom chords connected with 2 row(s) at 0-9-0 on center. Webs connected as follows: 2 X 4 - 1 rows) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designM for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 5) Ceiling dead load (5.0 psQ on member(s). 2-9.4-9 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psQ applied only to room. 6-8 7) This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pIQ -9=-15.0, 2-3=-78.0, 3-4=-78.0 Vert: 1-8=24.0, 7-8=-174.0,6-7=-174.0.5-6=-24.0,1-2=-78.0,4-5=-78.0.2-9=-150 . 4-9=-15.0.2-3=-78O' - zg-13 9R- 1', 3q) ami BUTTE COU N 0. 0 E C 14 1999 BUILDING DEPART ME �,� bIF SS.1 P q A 11?1RA'!f\G- lie,:fvrfesrX„pnrnn,rresn,rdRlAi%\("ifS'CIIV1'Hl.�•I,�'1);'e'h'Ill.'s/-i;Dl-'I3liF0lt!?U,G7.". Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of - building designer. Bracing is for lateral individual component is responsibility of designer - not truss shown support of web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional��/ INS''CC �" permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding'Q?,. fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, DSB-89 Bracing u Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D• MITek Industries, Inc. Onofrio Drive, Madison, WI 53719 a� a (. F O c�. 20 �BUTTE COUNTY . � gCIILDING DEPARTMF�°�' (I !APPROVEr K fi CD god& 46. 4ft. 4W., Environmental Health JUL 19 AppROVED C 1999 In hico, Cantomil *0 6, ut� -PO�7 tD �b 6 0 D E Tpte let9' A 1 12 701/ L ZIL 0 00 ft (A" 77 '4414 A % el -a 1% 4 tu, I E= azm� REVIEWED BY BUTTE CO. FIRE DEPT. ALSTRUCTURES "ND A 'EQUIPMENT INCLUDINQ CALIF. DEPT. of FORESTRY 012 L OVERHANGS SHALL BE CLEAR OF ALL EASEMENTS, ❑approved as submitted i -- -!ZIE AND A Sr—,r BACK OF -7- apprbV4with conditions FT- FROM THi` C 0 bW;`,-3`A:q0 eet. ;=ROM THE REAR PROPERTYI, p-ar attqc�ed s FROM THE ROAD CENT ERLINE FT'. C ND EQUIPMENT EX Date rj O!" STRUCTURES A FOR A 2 Fr. EAVE (WERHAING. k Pdy-7 D 905 6O D Erhe,�SO e-\ NX • i Alt I ,1 rl L A ;zp kimmAlbNAM! HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. CONTRACTOR: WILLIAM P. SQUYRRS, JR. rjRE PROTECTJON (530) 345-1012 ADDRESS:.PO BOO 3176, CHICO, CA 95927-3176 Date: 10-09-1999 File: MANN -:1. JOB : MANN - ANDR UWS RESIDENCE, I HEAD FhOWfN(3 STATIC 60.0 Psi RESIDUAL 50.0 Psi FLOW 40 Gpm Page SPRINKLER MARUF RELIABLE MODEL : FI/RES/3 MIN SPR FLOW 18.0 Gpm MTH SPR PRES : 21.3 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi Gpm -------------------------------------------------------------------------------- 40.0 3.90 22.4 =5 2 20.0 33.5 3 20.0 33,5 4 20.0 35.1 5 20.0 35-8 6 11 . 0 -7 11.0 41.3 8 2 .0 SOURCE 46.4 v SPRINKLERS FLOWING AREA PER SPRINKLER 324 Sq.FU.muaclw,1110zr, ' TOTAL DESIGN AREA 324 Sq. Fk. r 6 REQUIRED DENSITY .06 Gpm/SqFt. Roe, COMPUTED DENSITY .06 Gpm/Sq.FU. c TOTAL SPRINKLER FLOW 1-8.5 Gpil TOTAL DOMESTIC FLOW 0.0 Gpill TOTAL WATER REQUIRED 18.5 Gpm TOTAL SPRINKLER PRESS 46.4 Psi. WATER METER LOSS 0.0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi P SOURCE copyrighL(1991) SUPPLY PRESS AVAILABLE 57.6 Psi- by DEMAND PRESS REQUIRED 46.4 Psi Hydronics Engineering PRESSURE CUSHION 11,2 Psi 34119 Fremont BE Suite 609 FremouL, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 9.6 FIS - ]IESIDE0II/\� FIRE 3DIllNl{-hD|I HYDRAULICS 2.l - SOBMIII�1. Page 2 DYDDO0ICS: V. SODY0!:S, JR' PIR��PV0ll�C�lON (S30) 3�5-1017 C0NLD8CTOR- WI1.LI8M 3176, COICO, CK 95927-3176 DDDKE3S:`y' BOX - - 'l0 1�99 Date: Oy -- - '�� File: y4&0N-I ' ' �]Q�I R8SIDE0CT, l BE8J] B MANN-` I\0DIl8WS FLOW K - FACTO B �8Ng]� C-FACTO8 PRESSURE PIPE BEG �ZIII�� I29� `"p" ��� FR--LOSSPsi NO. ' DIAMETER' 7nI&L (Psi/�t) -_- E0D ------ ----------- ---------- --------------- � O PL ^` 22 4 yL ^^�- ^` JJ 4 --' l g= � ~ ' 18 5 X 3 90 �- �= � 1U U � l50 �e 8.7 Dv - ' 0 6 l (}= l8'4 R=�B 7'�= 14'U ' O=l7U4 ' D� 2.4 Pu 21'8 \7el~ g.6 D� O'884 pt 33.5 3 ----------- --------------------------- 2 g= ' = ' 0 O fC 0 0O ____--__--------------------------- I^= 5.5 150 �L pe 33 5 �C � 0.0 y`n 33.S . O O 2 (}� 0'0 ��lJ] �� l0 0 15'5 C 0�0UOO Pf 0.0 Po 33'5 Vel= 0.0 D= 0'884 I�= ' ' pL 33.5 3 -------3--- -----------------'--------- g= 0.O [{~ 0'00 _____--_--------------------------- I^� 20'0 lS0 DL �� 33.5 pt O'U �v' 33.5 -0.3 ' 3 18 � � 4�B ()� ' = �= 9�O ]g O � = 0 0S65 D� ' l.6 �n � 33 2 V�l~ G.l D� ]�'lO9 I�= ' ' PL 35.1 4 --------- --------------------------- � 0 O }I= 0 O0 g= ' ' _________-__-_----------------------- l'= 5 U ' �L ^~ 35 l �� -- . 0.0 P`r �5.l -0.3 4 ()� lO'4 F=� �~ 1.0 l2'0 C l5O O�O565 Pe Df 0.7 po 34'9 Vel= 6.1 D= l'1O9 7I'= ' ' pt 35.8 S________-__--_---------------------- -------� ----------------------------- g= O.O I{= 0.00 I'= 9'0 Pt 35.8 pt 3'9 �`/ 35.8 -O'3 � 5 l8 � � B ()= ' = �= 5'0 14 0 = C 15U 0 O565 pe Pf ' 0.8 Du 35.6 `V l 6 l D= J l0� e = ' � I�� . . Pt 40.5 6 . -------G- --------------------------- 0.0 K= 0'00 __________--_------------------------ L= 6'5 PL 40.5 DL 40.5 -0'3 g= 18 4 � 8J. 0= ' = �= 8.0 = � 15O De Pf 0'0 �n' . O'8 �» 40.3 6 �el= 6.1 D= 1'109 TL=' 14 5 0 0565 ' �t 41.3 7 -------7-- -------------------------- q= 0.0 [{= 0.00 _________-__-_----------------------- I'= �'0 Pt 41.3 PL 3'q Pv 41,3 -0'3 7 (}= 18.4 y~4IlS F= 1l'0 20'0 C 150 O=U5G5 Pe Pf l'1 Po 41.1 Vel= 6.1 D= l.1O9 II'= ' PL 46'4 8 --------Valve _________________---------------------------- = 0.0 Meter= 0.0 ------ -------------------- 8 ()=lO-4 ���__________________________-----_---_____ SOURCE Pt . 46.4 8=>45-Elb I,=>90-DIh B=>IeI� eBch =>IeeRur �=~ConPlg S=>S (�=�A�t�l`r � ` ` D�D�O0l�S � �l]{U �yBINK�K8 D2D88U�l� (��DyU 20 + | /�uoo | / 10 + | + _---_---+------------+ | + -+--------+--------- -- l0O0 + --- ------ 9OO O ++--+---+---- --- ' 7OU 800 �--- O 200 300 400 500 600 1.85 KlJ]V-(GPM) JDB : MANN -ANDREWS RESIDENCE, l DBDD F'lQWZ0Q X - water Supply Curve Static 60.0 Poi Residual 50.0 Psi * - Water- Demand [bry e Avail Press 57.6 ygi @ 18.5 GPM Ileq'd Press 46.4 Poi @ 18.5 Qpm HYDRONICS: RESIDENTIAL FlRf!, HYDRAULICS 2.1 SUBM-11_"EAL. Page 1;; l L.JRF: I:'NO C -'ION (530) 345_1012 CONTI�AC'_UOR: W11 -J -JAM F_ SM)YRI':�';, 'JR- ADDRESS:.PO BOX 3170, C11 -1 -CO, CA 95927-3176 Date: 10-09-1.999 File: MANN --2 JOB : MANN -ANDREWS RESIDENCE, 2 HEADS FLOWING STATTC : 60.0 Psi RESIDUAL 50.0 Psi FLOW 40 Gpin SPRINKLER MANUF RELIABLE, MIN SPR FLOW 13.0 Gpm MODEl, : Fl/RJ:S/3 MIN SPR PPES : 1-1.1 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR. Ps i GPill 1 40.0 3.90 1.1.9 -1-3.4 2 20.0 3.90 1.9.5 17.2 3 20.0 21_9 0,0 4 20.0 26.1 (-4pin 5 20.0 42.7 27.8 6 11.0 Psi @ SOURCE 33.8 7 Il.o 35.9 8 2.0 SOURCE, 42.7 Psi- SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA REQUIRED DENSITY COMPUTED DENSITY TOTAL, SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVATLABbJ_,: DEMAND PRESS REQUIRED PRESSURE CUSHION MAXIMUM VELOCITY 1111�1 1 1 i , 2 324 Sq. FL. 648 Sq. Ft. .04 Gpm/Sq.Ft. .04 Gpin/ S q. F 1, . 30.7 Gpin 0,0 G'Put 30.7 (-4pin 42.7 Psi 0.0 Psi @ SOURCE 0.0 Psi_ (a) SOURCE; Copyrigh t (1.991) 53.9 Psi- by 42.7 Psi. Hydrortics Engineering 1-1.2 Psi 341-19 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-9160 10. 2 FIS ` ' BYDRO0ZCS: RESIDENTIAL FIRE SPBZ_&!lI 8YDRAlD�I�S 2 .1 -- S[�MIIIDI . Page 2 WILLIAM y' SUUYRKS, JR- PIRU PnO'rKC,rI0N (530) 345-1012, 'C0m1[K8C70R: ADDRESS:. '- PO BOX 3176, CDIC0, C8 95927-3176 DaLe: 10-09-1-999 File: MANN -2 JOB MANN -ANDREWS RESIDENCE, 2 HEADS FLOWING PIPE BEG FLOW K-F8C][OIl LENGID C -FACTOR. PRESSURE NO. G}?/u yIIII0A IYPD FTG FB- LOSS P9i F -,:0D DIDMO1[RD ]1'Ol7\J_. (Psi/FC) ------------------------------------------------------------------------------ l g~ l3.4 l{~ 3.90 T.- 4'O D� 11.9 PL 11.9 1 [)~ 13.4 F=LB y= l0.0 C= 150 Pe 8.7 Pv -0.3 l7el 7.O D= 0.884 I4 .0 O.0946 Df 1.3 Po lI.6 3 yC 21.9 � ---_--_-_--------_----_--_---_---�__-------_----_----------_---------_--_ 2 g= l7.2 }{= 3.90 L~ 5.5 Bi 19.5 PL lQ.S 2 Q= 17.2 �--I,B F= 1-0.0 C= 1-50 Pe 0.0 Pv -0.5 \7el= 9.0 D~ 0.884 1-5.5 0. 1501. Pf 2.3 Pn 19.0 ] PC 2l 9 ' 3 0.0 I{= 0.00 �� 20.0 D1-- 21.9 Pt 21.9 3 0= 30.6 F~4DB F__ 9.0 C= 150 ye 0.0 Pv -0'7 Vel 10.2 D= 1.l09 If,~ 29.0 0.1445 Pf 4.2 Dn 21.2 4 PC 26.1. ' ------------------------------------------------------------------------- 4 g= 0.0 I{= 0.00 L- 5'0 DL 26-1 Pt 26.1 4 (}= 30.6 F=J -, F= 7.0 C= 150 Pe 0.0 Pv -0.7 Vel= 10.2 D= 1.109 TL= 12.0 0.1445 yf 1.7 Pu 25.4 S �L 27.8 ' ------------------------------------------------------------------------- 5 g= 0�0 l{= 0.00 L= 9.0 PL 27.8 PL 27.8 S 0= 30.6 F=B F= 5.0 C= 1-50 Pe 3.9 Dv -0.7 VeI= 10.2 D= I.109 ]I^= 14.0 0'1445 PI 2.0 Pn 27.1 6 . DL 33' 8 ------------------------------------------------------------------------- 6 g= 0.0 I{= O.00 I.= 6.5 Pt 33.8 Pt 33.8 G ()= 30.6 F=DL p= 8.0 C~ 150 Pe 0.0 Pv -0.7 Vel= I0.2 D= 1.109 TL= 14.5 0.1445 Pf 2.1 Pu 33.1 7 PL 35.9 ------------------------------------------------------------------------- 7 (I= 0.0 II= 0.00 I,= 9.0 Pt 35.9 Pt 35.9 7 O= 30.6 U=4DC F= 11.0 C= 1-50 De 3.9 Pv -0.7 vel= 10.2 D= 1.1.09 I[= 20.0 0'1445 PI 2.9 Pri 35.2 8 2t 42.7 ------------------------- Meter 0.0 = O.0 Valve = 0.0 ------------------------------------------------------------------------- 8 --------------------- (}= 30.6 SOURCE PL 42.7 E=>45--Elb L=>90-H.tb I^=>9O-Hlb 8=^1\eeBob Il=>l[eeRuu C=:ICouPlg S=>8wgCbk Q=>GatVln' M[1131111111"Ei H11 11 BY[R0NICS : UIIlE �`,0lINKL8}l HYDRAULIC GRAPH 90 + 80 + 70 + |^ SI?r Sl/o 40 + 30 + 2O + | / :U,,lev Loss | / lO + O++--+---+----+------+-------+--- ----+---------+----------+------------+ O 200 300 400 500 600 700 800 900 1000 l.85 �IIOW-(GPM) JOB : MANN -ANDREWS B8SZDD0CB, 2 HEADS FIJlWI0g X - Water 8oppIl/ Curve + - Water Demand Curve StaLio 50.0 Psi 8nai] Press 53.9 Psi- 30.7 GI?m Residual 50.0 Poi Peg/cl Press 42.7 Psi- @ 30.7 Apm Read Carefully! Installation instructions — General 2. 3. 4. 5. 6. 7. 8. 9. 10 11 Use the Model CCP Cup and Dush or Cover Plate Assem- blv only with Model F1 FR, F1 FIR QREC or 155°F F1/RES 18 Pendent Sprinkler. Figure 2 is typical. Do not use an other coverlap to assembly with Model F1 FR, F1 FR Q EC or F1S-_18 Sprinkler. Use only the 135°F temperature rated model CCP cover plate assembly with the Model F1/RES 18 Pendent sprin- kler. Refer to Bulletin 141 and this caution sheet for techni- cal information. Use the appropriate temperature rated Model CCP cover plate assembly with either II to Model F 11-H or F IFR 013EC Pendent sprinkler in accordance with Bulletin 143 or 151 and Caution Sheet CA -70. Install sprinklers after ceiling is in place. Never apply paidt at off ter coaling to sprinkler or con- cealed spr it lder cover plate. Do riot install concealed sprinklers it ceilings which [rave positive pressure in the space above, and do not cover the cup vent holes. An open plenum space must be above the sprinkler cup. Use a Model RC1 Wrench, (Fig. 1) to install sprinklers. Face of sprinkler fitting to ceiling dimension is shown on Fig. 3 or 11 Fig. 4. Ceiling hole diameter is 2 ss Final adjustment of each cover can be made by hand turn- ing the cover plate in the clockwise direction until it is tight against the ceiling. Never install the Model F1/RES CCP Concealed Residen- tial Sprinkler in areas where ceiling temperatures exceed 100°F. When residential sprinklers are installed in plastic piping systems containing glycerine, special care is required to achieve a proper thread seal. Contact the fitting manufac- turer for recommended sealant and installation procedure. Installation Wrench Model RC1 Sprinkler Wrench i Technical Data Fig. 1 Thread Maximum Temperature Rating Maximum Size Pressure Sprinkler Cover Ceding Temp_ Y2" 175 psig - 155°F Ml -'T 100°F _ Installation Data Model F1/RES/CCP Concealed Residential Sprinkler I �r 1w R Fig. 2 Description Tyre Model F1/RES CCP Concealed Residential Sprinkler is a UL listed residential sprinkler intended to be installed in the wet pipe sprinkler systems of one and two family dwellings and mobile hornes, in residential occupancies up to four stories in height or in the residential portions of any occupancy per NEPA 13D, 13R or -13. The Dellector of the Model F URES 18 is marked "Pend.", "Res. Sprkr", "F I/RES/18," 155°F and X=3.9". the frame wrench boss is marked "Basco' and "F 1 3.9". The push on cover plate assembly is labeled "Basco 135°F (57°C Model CCP cover plate - - - - for use with Reliable Model F1/RES 18 3.9 K orifice,155°F sprinkler only'. Installation Apply a Teflon"' based thread sealant to the sprinkler threads only. The Model RC1 Wrench is then used to engage the sprig) ler wrenching surfaces to install the sprinkler in the fitting. A 2 5n di- ameter hole cut into the ceiling allows the sprinkler to be properly covered by the push on cover plate. Push the cover plate assem- bly by hand into the cup. Final adjustment, if required, is made by turning the cover plate clockwise until the cover plate flange is in contact with the ceiling surface. The Model F1/RES 18 SSr)rinkler is only to be installed with 135°F rated Model CCP Concealed Cover Plate_ Assemblies. Use care to avoid damaging the sprinklers before, during and after installation. Replace all sprinklers which have any sign of damage. The temperature rating of residential sprinklers is stamped on the deflector. The sprinlder orifice size is determined by the "K" Factor which is marked on the sprinkler. Reliable authorized plated and painted Model FIRES Sprinklers are distinguished by the bronze pipe cap insert. When ceiling tem- peratures are in doubt, measure with an accurate thermometer. Refer to NFPA 13, 13D, 13R and Reliable product Bulletin 141 for further installation details and for specific approval information. "' DuPont Registered Trademark. The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA -60B Nominal Orifice Sprinkler Maximum Distance NFPA 13,13D Minimum_ Required and 13R Sprinkler Singie Sprinkler _ ----Two Or More Sprinklers __ Flow Pressure Flow Ea. Pressure Ea. Size "K" Spacinq To Wall Model - ---- - (In.) - - Factor - -- - (Ft.) -- - (Ft.) - -..-. (gpm) - (psi) -- (gpm) _-- --- (psi) -- ---- -- - - - 12x 12 6 11 8.0 10.5 7.2 14 x 14 7 12 9.5 10.5 7.2 F1/RES/CCP a 3.9 16 x 16 8 15 14.8 12 9.5 Concealed 18 x 18 9 16 16.8 13 11.1 20 x 20 10 18 21.3 14 12.9 The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA -60B �I�t�iB�fh�llltltlf 411t .I;f:p 1 31 Sprit lklers Contained in this carton have been manufactured and tested in accordance with the standards of Factoi y Mutual, Underwriters labo- ratories, Loss Prevention Council, Pleniere Assemblee, Verband der Schadenversicherer or other approving authorities. Specific information on approvals is provided in respective product bulletins. Any alteration to the sprinkler after it leaves the factory including, but not limited to, painting, plating, coating or other modification, may render the sprinkler inoperative and will nullify applicable approvals. 1. Sprinklers are to be installed in accordance with the latest 10. Never attach wiring ropes or fixtures to a sprinkler or sprin- published standards of the National Fire Protection Asso- kler piping. clallon, Factory Mutual, Loss Prevention Council, Pleniere Assemblee, Verband der Schadenversicl reser e.V.or 11 Use special coated sprinklers in rooms where chemicals, acids, fumes, etc. tend to corrode. When installing, exercise other similar organizations and also with the provisions of governrTiental codes or ordinances whenever applicable. extreme care to prevent damage to coating. Cover all bare spots with the sprinkler manufacturer's corrosion -proof ma- g. Never replace a spray sprinkler with an old style sprinkler. terial. 3. Never install a standard spray spsir elder in a pendent posi- 12. Use sprinkler guards on all sprinklers subject to damage from objects. tion or a standard pendent sprinkler !n an uprlgl 1t position. moving 4. When replacing sprinklers be sure that the orifice sizes are 13. If pipe compound is used, apply to sprinkler pipe thread 5. the same.only. Use only special sprinkler wrenches to install sprinklers. 14. Store sprinklers in a cool, dry place and preferably in their Any other wrench Is liable to damage the sprinkler. shipping carton. 6, Never way. These£sprinklers i it has beenshou d be redtuorr ed to arn-15 R ANY SPR NKLEREVER LORAINTCONCCEALED SPR�NKLOERTCOVEING � tfle factory for examinatio PLATE 7. Never install sprinklers in the fittings until the piping is in 16. Removal of paint or other coatings with solvents is not per - place on the ceiling as sprinklers are liable to be dam- missible. aged if screwed into the fittings when the lines are made 17 When installing sprinklers in plastic pipe, excess solvent ce up at the bench. thread the sprinkler into ment used during pipe installation must riot become an ob- struction inside the sprinkler Inlet. Install sprinklers into the 8. Never use the deflector to start or sprinklers fittings only after all piping is in place and the sol- a filling. vent cement at each drop joint has cured at least 30 min- g. Never install sprinklers in a pendent position ort a dry sys- Utes. Remove all chips and debris prior to sprinkler tem unless of a type designed for that purpose. installation. 1 "x i/2" REOUCING F111ING t 1 -�_- -- 2 s/!;" DIA. ..11O1I 1N CULIN , 2 5/16' DIA — I + 3 CUP t--�RA$CO_�� /2 MAX. „I' 1 hACF OF (IITING --- '� ` �' P TO 111c.E of CEILING 1 I} DIMENSION CEILING 12" "' MAX. COVER ADJUSTMENT COVER PLATE -- — ASSEMBLY SPRINKLER -- wircm �2' ADJUSTMENT r-tg. J Manufactured by I "x 112 RFnucwG--__ri FITTING X .518" DIA. IIA -- -I'-� ►� HOLE IN CEILING I , CU-- 1� ., MAX. RA.}CO I ACE OF FAKING ; 10 /ACE OF CEILING DIMENSION CFIL. INC 5116" MAX-- - 3/4 ., COVER ADJUSIMLNr COVER PLATE --- I ASSEMBLY _ 3 5/16" SPRINKLER 14 1 oz 5,16" ADJUSTMENT The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 668-3470 Corporate Offices www.reliablesprrnkler.corn Internet Address rig. 4 cy Revision lines indicate updated or new data. EG. Printed in U.S.A. 10/98 PIN 89241038 Basic Principles of These areas must Surfaces must be be softened and assembled while they Solvent Cementing penetrated are wet and soft The solvent cemented connection in thermoplastic pipe and fittings is the last vital link in a plastic pipe , �Jl installation., It can mean the success or failure of _ the system as a whole. Accordingly, it requires the same professional care and attention that are given to other components of the system. There are many solvent cementing techniques published covering step by step procedures on just how to make solvent cemented joints. However, we feel that if the basic principles involved are explained, known and understood, a better understanding would be gained, as to what techniques are necessary to suit particular applications, temperature conditions, and variations in size and fits of pipe and fittings. Be aware at all times of good safety practices. Solvent cements for pipe and fittings are flammable, so there should be no smoking,nor;other sources of heat or flame in working or storage areas. Be sure to work only in a well ventilated space and avoid unnecessary skin contact with all solvents. More detailed safety information is available from Harvel or IPS Weld -On) Corporation. When using the ONE STEP cementing process, penetration and softening can be achieved by the cement itself (read ONE STEP cementing procedures carefully; refer to installation instructions). For certain sizes, under certain conditions, it may be desirable to use the TWO STEP process which utilizes a primer to ensure adequate softening. For example, when working in cold weather with large diameter pipe, more time and additional applications may be required. Cement coatings of sufficient thickness More than sufficient cement to fill the loose part of the Joint must be applied. Besides filling the gap, adequate cernent layers will penetrate the surfaces and also remain wet until the joint is assembled. Prove this yourself. Apply on the top surface of a piece of pipe two separate layers of cement. First flow on a heavy layer of cement, then alongside it a thin brushed out layer Test the layers every 15 seconds or so by a gentle tap with your finger. You will note that the thin layer becomes tacky and then dries quickly (probably within 15 seconds) The heavy layer will remain wet much longer. Now check for penetration a few minutes after applying these layers. Scrape them with a knife. The thin layer will have achieved little or no penetration. The heavy one, much more penetration. rr , If the cement coatings on the pipe and fittings are wet and fluid when assembly takes place, they will tend to flow together and become one layer. Also, if the cement is wet the surfaces beneath there will still be soft, and these softened surfaces in the tight part of the joint will tend to fuse together. Bon P ICP/ A.s the solvent dissipates, the cement layer arid the softened surfaces will harden with a corresponding increase in joint strength. A good joint will take the required working pressure long before the joint is fully dry and final strength is obtained. In the tight (fused) part of the joint, strength will develop more quickly than in the looser (bonded) part of the joint. Information about the development of bond strength of solvent cernented joints is available. The QUALITYLine .,�f.` rty :: �iirs ;tea%"a Harvel Plastics, Inc. manufactures BlazeMaster CPVC fire sprinkler pipe. H.- does not manufacture the other products, tools, or cements shown in this bulletin. This information has been compiled solely as an aid and general guide for the users of plastic piping products. No warranty, exprer'sed or implied, or endorsement of any kind is made by Harvel Plastics, Inc. for the products shown, or their manufacture. The procedures and information contained herein are based on the best available information and believed to be reliable. It is tfle users responsibility to determine the suitability of these products for each application, and to contact the product manufacturer for recommendations and instructions for use. For detailed installation information, please refer to Harvel Installation Instructions (HFS-3). ASTM FM LEl,r tl MEMS, NATIONAL ACOITAT ICu. I OF CERTIFICATION BODIES O! PtAOTICT O�lTwIt010�5 Quality `,stern Certillcalo No. 270 Assesses lu BS 5750:Part 2 / ISO 9002 / EN 29002 The QUALITY Line VE L I'LAS ICS, INC. 300 :Fluebler Rd., P.O. Box 757, Easton, PA 18044-0757 Tel 6J-0-252-7355 9 Fax 610-253-4436 website: littp://www.liarvel.com . e-ntail: quality@harvel.cozzi Blazef0astere is a registered trademark of BF Goodrich Company. OCopyright 1997 Harvel Plastics, Inc. d4l�tRlfu it N`� ' Ids � V SRr~SF Up VANETYPE WATERFLOW CH WITH RETARD SWITCH FOR SMALL PIPE UP *, Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 1967 Leslie Street 2081 Craig Rd.,/P.O. Box 20480 Don Mills, Ontario, Canada M3B2M3 St. I ouis, Mo. 63146 (416)441-1833 (314)1378-43211 (800)325-3936 UL & ULC LISTED STIP. NO, 1113000 U.S. PAT -NO. 3921989, CANADIAN I'AT. No. 1009680 OTHER PATENTS PENDING. The Model VSR-SF is a vane, type watertlow swit(.tr for use on wet sprinkler systems Mat use 1 ", 1 1/4" or 1 1 /2" pipe size. 1"he unit may also be used as a se-:ctional watertlow detector on large systerns. The unit contains two single pole double throvv snag? action switches and an adjustable prreutnatic retard. Tire switches are actuated when a flow of 10 gallons )er minute or more occurs downstream of the device—The he flow condi- tion must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices may be mounted in a horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where ttiey will be ac- cessible. The units should not be installed within 6" of a valve, drain or fitting which changes the direction of the watertlow. Theunit has a 1" NPTbushing forthreading into a non corrosive "TEE". See figure 2 for proper ""TEE" size, type and installation. Service Pressure: Up to 250 PSI Mlnlrnum Flow Rate for Alarm: 10 GPM Maxlrnum Surge: 18 FPS Enclosure: Cast Aluminum, red enarnal finish. Cover held In place with tarnpor 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. Usago: Listed Plastic, Copper and Schedule 40 Iron Pipe. Fits pipe sizes - 1", 1 '/a", & 1 '/z" Note: 8 paddles are furnished with each unit, one for each pipe size of threaded or sweat TEE, one for CPVC, and one for polybutylene. Envhonmerrtal Limitations: 44.5'C/ 10'F/120'F Cnutlon: -1 his device Is not Intended for applications In explosive environments. Service Use: NFPA-13 Aulornatic Sprinkler NFPA-13D One or Two Family Dwelling rlosidentlal Occupancy up to 4 Stories NFPA-71R Contra) Slallon NFPA-72A Local NFPA-726 Auxiliary NFPA-720 Romoto Station NFPA-72D Proprietary Optlonal: Cover Tamper Switch , order ,131k. No. 0090018 Kit for Outdoor User Order Stk. No. 1940036 Screw the device into the "TEE" tittirrg as shown in Fig. 2. Cara must be taken to properly 060111 the device for the direction of watertlow. Tho vane must riot rub the inside of the"TEE"orbind in any way. The stern should rnove freely wl let, operated by hand. -tie device can also be used in copper or plastic pipe installations with the proper adapters so that the specified lilting may be installed on the pipe run. TESTING: Check the operation of t6te unit by opening the "Inspection "Vest Valve" at the end of the sprinkler line Dribs cirain and test connection, if an Inspectors Test Valve is not provided. If there are no provisions for testing tyre operation of the flow detection device on the system, application of the VSR-SF is 1101 recommended oi advisable CAUTION: There; are 8 paddles furnished with each unit. These paddles ds Thed e screw rew that holds the paddering 11 'at 31lows the le size and type of "TEE' that they are to be used with. 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Tolco DkOxibillol I (7 1) '7;1'7-r)fil)!) 1 1 1 llx N(r. (71'1) 7;t7 midu11,o1 7061':�a:al 11t+a'ri:aura "iia'cul, Cul'Iraalt, CA 1) 1.7 111) ,'111411113 1)41nJlllaa Illi V. I. GM It/111 ZOO 1b° wwl~~o bronze che=ck Hmizo,uv| S",iog ° R"g/k,U\ng lnx,~ Ko!�ewxh}o V|no x wrrwmrr .� o ` to9ynj|i�u/kx/� ' KT -403~W | |NKTE08LUST ' rmn nvmxnxmwv_'_--_--� -- I. �omx _ n"w�x^/wo4' n .' _-'..m Body ^u _«. x _-_-'-_l*"=^pw»v�------�----~ /mw"n" .^..°wwmwAlloy p.°wm m _--/1 134 Alloy ^V319111-__--------_ ^�v�/���____�_..^owo/n o w w _ -_--_ -------------~--------'-- o�n/^wv:w°m . (I. ' 111111m,�/*m^ ."�wo � mmm= � m�ww omom ' !"�"—�~~~^~'' ^ -----*~/� - - m.".mmwx�/^vm*v*w«m �v -u vu ^m m*(lipnn»w ^----'------ m:mo,Im^IIQvuomw 'u'/"."«°"mOAT( "'//. ~* | - ` KT -403~W | | D|MEN8NNG--VV8(�Hl�S--OU8Nl|T/r � � Moller _-'..m :1141 nut mt'�-ulumIlxL_0101112L- ^u -_--- ---- � m » m m . --� _« w »� '� o w w _ -_--_ -------- vy�_----�y��_-_�- /� � mi ' '---------'- -u vu ow /v, / ^ 'u'/"."«°"mOAT( "'//. /mx�V,h,wwv*w.°MAY b°`0w»"m *'o.///""/"°xo"."/°mx*vm�"_^o."., w.mIf=",�(SAY o*, 11 tivdInlaIv"**`n. .. / . 15 NiDCO \NC, ELKHAAT. |ND|8N/\ 0 AT" k�,- 1� Ul '(fly 1I0 1 N11111t19P-al n 1. TANKS , Inc . _)F(o GALVANIZED PRESSURE A*60 75 rrSI WORKING PRESSURE FIG 1 �i NPT PLUG I I I. I h NPT C B 1 E A I �IL NPT •1L NPT 'OIL NPT ON Q120V F]G z 64i2 60 g I I NPT PLUG 3`7 — 12 NPT Q120VW 2 NPT PLUG . PIG 3 — FIL NPT I IL NPT I 2 NPT F I I 32 V 33 4 IL NPT 1 D A 0220VW Q315VW 0480yso\N NOMI NAL DIME=NSIONS -- INCHES NPT MODEL WEIGHT FIG. A B C D E 112V 71 If 82V 1111 It 120V 154# 120VW 150 220VW 303# 315VW 416if r ` 4BOVSQW G40�1 1 16 Ll8 51 12 26 — 1 20 60 63 12 33 - 1 211 60 641 12 33 --- SEE FIGURE 2 ----------- 3 30 66 78 6 2 1,, 2 3 36 66 792- 7 301 2 3 112 72 87 71 36 3 gglqss- I QUICK, Galvanized Tank ---�j VYorkinc75 p -1 Pressure -.--- Capacity Drawdown/Gallons Dimension Model Gallons, 20-40 30-50 Dia.x Ht. Wt. Lbs. 4 2 Tall 42 - 6.5 4.3 16 x 48 72 74 42 Short 42 6.5 '12.7 4.3 8.4 20 x 32 20 x 60 '114 82 120 West 82 120 18.6 12.2 24 x 60 161 220 West 220 34.1 22.4 30 x 78 36 80 303 416 1 315 West 315 48.8 74.4 32.1 49 x 42 x 87 640 80 C, 480 81.4 53.6 36 x 12 8 685 fii c6 0 525 139.5 91 8 42 x 159 '1040 900 Combo , -525 900 --- ---- Models have both horizontal and vertical mounting. Note: a rid" 00 gallon All others are vertical only. FIRE SPRINKLER NOTES: 1. FIRE SPRINKLER INSTALLATION AND SUPPLY SYSTEM SHALL COMPLY WITH NFPA-13D. 2. TANK FLOAT SWITCH MUST BE SET TO MAINTAIN -O GALLONS MINIMUM USEABLE WATER STORAGE IN TANK. 3. PROVIDE AN ALARM TO SOUND WHEN USEABLE WATER STORAGE IN TANK FALL$ BELOW Z 'i GALLONS. 4. THE FIRE SPRINKLER SUPPLY PUMP PRESSURE SWITCH SHALL BE SET TO ACTIVATE THE PUMP AT 5. PROVIDE ADEQUATE PROTECTION AGAINST FREEZING FOR SYSTEM COMPONENTS OUTSIDEY OR IN UNCONDITIONED SPACE. 6. THE FIRE SPRINKLER SYSTEM SHALL BE TESTED FOR LEAKEAGE AT NORMAL OPERATING PRESSURE. 7. THE C-16 CONTRACTOR IS REQUIRED TO PERFORM AN OPERATIONAL TEST OF THE SYSTEM AND CERTIFY IN WRITING TO BUTTE COUNTY BUILDING DIVISION THAT THE SUPPLY SYSTEM OPERATED PROPERLY. 8. SEE PLANS AND SPECIFICATIONS FOR OTHER REQUIREMENTS. 9 L NOTES: .-.�::,s.;:res.��c�.s.,..^:................�.._z-.�—a,�...—ar.�..�y: �,,.m'.......,:�..s.�'.x.�,....._..za... �..__��,�r...;s... t 1. System to be installed per NFPA 13D, mfg. specs., and local A.H.J. 2. Pipe to be listed CPVC or equiv. 3. Pipe supports to be "Tolco" or equiv. 4. Heads to be "Reliable" Fl/RES/3 ; based on 18'X18' pattern. K=3.9 (see attached calcs.) 5. All electrical, carpentry, freeze protection and water supply by others. 6. Exact pipe runs and final head locations subject to field verification. 7. All pipes are 3/4 inch dia. unless otherwise noted. '"'TELPS M NATMALTRACNG PAPER NO. 186A -18X2401975 W,IC. UP T[i t'd 1r 1=Liic fit • AUV ..v..•_ >65 rft) LAUklD / ENTRY Chi F i�'uffii - 5 bIT Z) UP ma w Fire stitr Ang 2 Llc. i 1o. 275206 ��. cm, 9UT ') T. X` f $ � • :: ., ..>-w�.a�+erw�zn--sc^..^.'�r,.c�aaa.M.a Win, - __. NOTES: .-.�::,s.;:res.��c�.s.,..^:................�.._z-.�—a,�...—ar.�..�y: �,,.m'.......,:�..s.�'.x.�,....._..za... �..__��,�r...;s... t 1. System to be installed per NFPA 13D, mfg. specs., and local A.H.J. 2. Pipe to be listed CPVC or equiv. 3. Pipe supports to be "Tolco" or equiv. 4. Heads to be "Reliable" Fl/RES/3 ; based on 18'X18' pattern. K=3.9 (see attached calcs.) 5. All electrical, carpentry, freeze protection and water supply by others. 6. Exact pipe runs and final head locations subject to field verification. 7. All pipes are 3/4 inch dia. unless otherwise noted. '"'TELPS M NATMALTRACNG PAPER NO. 186A -18X2401975 W,IC. UP T[i t'd 1r 1=Liic fit • AUV ..v..•_ >65 rft) LAUklD / ENTRY Chi F i�'uffii - 5 bIT Z) UP ma w Fire stitr Ang 2 Llc. i 1o. 275206 ��. cm, 9UT ') T. X` f x. 40, i 4, U IV FR M V..'A T'_ IT, ZtL\ RISUK (V T,!S LUDIR, IAJ)1� OUR V, I I /, II_ I_11� hL R A ) I_ I -- N rF IT I T nl 'PeTELEDYNE NARIONALTRACWG PAPER NO. 186A -18X2401175 F1—