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073-280-020
m®m "oma o 79 ? ,C\. Rvo��Yi 073-280-020 01-0239 STEPHENS, LES %i '? 11214 HOLIDAY DR., CLIPPER MILLS CONTR:DAN WALDRON NEW SINGLE FAMILY RES. 413D 073-2 0-020 !MILL 01-1371 STEPS,LESS11214 HOAYD CS CONT: DAN REN DETACHED GARAG F10E 073-280-020 01-1927 STEPHENS, LES 11214 HOLIDAY CLIPPER MILL CONT: DAN WALDREN �(t DETACHED GAT- -6 1-3 AR31-3 -oo9� a ri WND WHE&' RECORDED &MIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRrv•E OROVMJ,L CA "%S 200 1 —00 1 1 706 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:51AM 26 -Mar -2001 REC FEE 7.00 COPIES 1.00 PENALTY 3.00 Maureen Page 1 of 1 AGRICULTLTRAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this aci.mowIed meet to be recorded prior to issuance of a building permi!. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and, from the pursuit of agricultural operations including, but not limited to cuffivatior, plowing, spraying, pruning, and harvesiing which coommally gaterate dust, =wke, noise, and odor. B=e County has established agricultural purposes and residents within : a;d zones and. on adjacent property should be prepared to accept such bicorv_ru ince or discomfort from normal, necessar,% farn operations. All that real property situate in the County of Butte, Stat:. of California, described as follows: 1 4 -kit C rto6i h ;Act'ev�f ► tl ���( `1 /Vl�c'rr�j p mov.'iV1I14 S� bcliv�Sl vnii' N�: ¢w�l� c.� �nap we1S }'lam 0FF. Le, CF 4kL 4Cov,J4r -T4 c � ew4"/ Sr(AVt of CmJ;Furvwo_ v, 1,A1 ZO 197 tv% Boo 3f3 /Vlof3, c� t- �u� �► Sal�e� C4(V , Date Nu�l�Fr� 2�1, L� �� PRE Y RS: State of California County of pt On MAV -dl 7.79.1 before beS Ske Pkc 1,15. personally appe 1 S (mown to me or roved to me on a actory ev %nc be the ZU..Int.0 nt and ac kn ge to me that _ execu the same hisnature( oo the Instrumen ,the personor the entityatnt. WITNESUyan and ofticlal seaL Signature A. P. # 073 28v- OZO whose name��ubscribed to the within i1r authorized capacity(, and that by df of which the person(Kacted, executed the Seal: KAnE E. WICKS Commission # 1192932 Notary Public - California Z Yolo County My Comm. Upires Aug 9, 2002 106.0? APPROVED Butte County environmental Health _ 3. Z6 ---------- Dat ----- Signature E RESIDENTIAL (073-280-020 01-1371 �STEPHENS,LESS 11214 HOLIDAY DR. CLIP MILLS CONT: DAN WALDREN DETACHED GARAGE / OFFICE SPECIAL CONDITIONS CHECKED BY SRA - FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) •Signature = OK 0 = Not OK - = Not Applicable = Not Ready ; MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 8. 1. Zoning Requirements -Setbacks -Easements 10. 2. Soils; Special MH Support Sketch 11. 3. Sewer; Location -Test -Fall -C/O -Concrete 12. 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete MOBILE HOME INSTALLATION (Plans) OK except #'s 6. Gas; Location -Test -Wrap; / /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line FINAL (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cent. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Exits; Insp.-Sketch Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 11. Cert. of Occupancy Health Department Approval 12. Permanent Foundation Only; License Decal Plumb.; Cir. Test -Water Supply Test 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Underfloor (Plans) OK except ff's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec, Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors Date FRAMING (Permit) OK except #'s 40. Sills 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 Date 7. Slab, Steel -Wrapped Hangers -Post Caps -Anchors -Connectors 8. Piers -Fireplace Ftg.-Steel Card B-1 Date 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test Property Line Firewall & Openings 12. Electric Underground A.C. Ducts Insulation & Support 13. Plenums & Ducts; Clearance -Material -Support -Ins. 36. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 57. 15. Access & Ventilation Glazing Area -Glass Protection -Skylights -Plastic 16. Insulation Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Brace Interior/Exterior Wall Panels 39. Date 62. Card B-1 Date Card B-1 Date Elec. Receptacles in Garage (F.F.I.)-Romex Protection Card B-1 Date Card B-1 Date 92. PLUMBING (Permit) OK except ff's 17. Water Htr.; Vent -Access -Combustion Air Baffle Card B-1 Date 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection Date 20. Shower Pan; Test, First Floor -Tub Access Date 21. Test Tub & Shower, Second Floor -Tub Access Date 22. Gas Pipe; Sixe & Anchors Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ff'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 At Insulated Neutral ❑ Yes Q 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 FRAMING (Permit) OK except #'s 40. Sills 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 Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors Date Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. Card B-1 Date Card B-1 Date Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Card B-1 Date Card B-1 Date Garage Fire Protection Framing MECHANICAL (Permit) OK except If's Property Line Firewall & Openings 53. 35. A.C. Ducts Insulation & Support Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. 36. Vent Fan, Exhaust above insulation Siding -Nailing Veneer 57. 37. Condensate Drain & Overflow, Size & Grade Glazing Area -Glass Protection -Skylights -Plastic 59. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Brace Interior/Exterior Wall Panels 39. Attic Access & Platform if Furnace in Attic 62. Infiltration -Walls -Windows 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 92. Water & Sewer Connected -C/O to Grade -HD Approval Date Energy Compliance Certificate -Other Certificates Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills 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 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 ft'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 -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-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 O Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J 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: OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT No. (Rev.12/96) k,.. APPLICATION AND PERMIT ASSESSORPARCELNGMB -` 07.3 -280 -FIT' � zONIl/jir �(� BUILDING PERMIT OWNER11, SIEMS I, LESS Tr TELEPHONE 675-31623 SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS .0 BOX 78 CUPPER MITI, CA 959-10 330 U 50940.00 CONTRACTOR'S NAME 3M w TELEPHONE -n CONTRACTORS MAILING ADDRESS • CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 23.760.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 243.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 11214 HOLIDAY DR. CLIPPER MILLS CA 95930 Energy Plan Checking Fee $ � PERMIT FEE $ "3.95 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other DETAGIM 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 [X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ DeSCrse Work: DETAm GARAGE/ OFFICE Gas piping system 1 - 5 outlets 15.00 115. Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE S35,sW ELECTRICAL PERMIT Fling Fee 20.00 Main Service z�oa� oRR mss 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: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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 it 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' o®mpensation laws of California, and agree that if I should become subject to the orkers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X_ Date !'`1 U I I Signature of ApplicantOwner ❑ Contractor ❑ Agent An OSHA permit is requir for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service WDA TO 46.00 NEW CONST. DWELLING OCCUP. SO CCU OR ADDNS. ( s ACC. BLDS. 3.5QFT: T. CUT 97.50 NON•RE°SID. RANCHO CIRCUITS POWER APPARATUS 6 SINGLE OUTLET CIR. W @ 1.00 Ex. Occup. OUTLET OR FD(TURES BAL yD Ex. Occup.. DUTLEIS Ao ,° 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 4J. 10 MECHANICAL PERMIT Fling Fee 20.00_ Heating 1�.1 Cooling Hood 6.50 Ventilation PERMIT FEt $ :35.U� Mobile Home Installation Fee $ Energy Inspection Fee $ • oc ROU CONST. TYPE yN TOTAL FEE $ 603.05 HAz D JEES IM R f Jl AD g pApCEL b PD UHD ]I IS uE ]� This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ab ve for'which fees have been paid. By Dattee�/ PERMIT EXPIRES ON lye /© ate Receipt No. 3 QQ 1i 4`-�` % � r (-1 •80 U, WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NOTES RESIDENTIAL 073-280-020 01-0239 STEPHENS, LES 11214 HOLIDAY DR., CLIPPER MILLS CONTR: DAN WALDRON NEW SINGLE FAMILY RES. 4BD OFFICE/ PY Address 2-1 V J i r. GAS Meter By �a Dated^ ELECTRIC O I Meter By Dat SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address�� 6 1 d GAS Meter By Date ELECTRIC Meter By Date �— JOB FINALED (Date) .X `^ -/ A Signature r' \ • r { rpt ii s 144. rr s S df I 111 RESIDENTIAL 073-280-020 01-0239 STEPHENS, LES 11214 HOLIDAY DR., CLIPPER MILLS CONTR: DAN WALDRON NEW SINGLE FAMILY RES. 4BD OFFICE/ PY Address 2-1 V J i r. GAS Meter By �a Dated^ ELECTRIC O I Meter By Dat SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address�� 6 1 d GAS Meter By Date ELECTRIC Meter By Date �— JOB FINALED (Date) .X `^ -/ A Signature ./ = OK 0 = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date / Jdfiderfloor (Plans) OK except #'s Vr /K -j !KFtg., Garage; Soils-Steel-Elec. Grnd.-/ Z,,r Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Date e walls,Main; Steel-Blockouts-Wrapped 4 ter3walts, Garage; Steel-Blockouts-Wrapped old wns and Special Anchors 0. ab, Steel -Wrapped 8. Pie Fireplace Ftg.-Steel L 10. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test UF, Gas Pipe; Size Anchors - Yard Gas Piping, Size Test Date Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. P ums & Ducts; Clearance -Material -Support -Ins. hie 15. 16. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Access & Ventilation Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date BING (Permit) OK except #'s 4 1 W tr.; Vent -Access -Combustion Air Baffle 1 . Wat Pipe; Test & Anchor -Nail Protection 0. 1 D ;Test Fittings &Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 1<27 rty Line Firewall & Openings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection 2j Iec. Receptacles Spacing -Lights & Switches at Doors 25�Boxes & No. of Conductors Stapled 26. mex Installed Close to Edge of Studs & C.J. 27. E . Ground made up w/Mech Fasteners -Bond Gas & Water 2 A pliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size / / qa. Cu or AI-A.C. Wire Size / / qa Cu or Al 30.R ge Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At nsulated Neutral Q Yes O No V. Service -Riser Conductors & Ground Main Disconnect 32. ip. Clearances Panels-Motors-Mech. Equip. / 3. as Closet Light -Shower Light -Spa Light 4. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 39'. A.C. Ducts Insulation & Support Lent Fan, Exhaust above insulation 3 ensate Drain & Overflow, Size & Grade n . Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s ills Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing 4 Draft Stop in Walls (rat proof) Fi tops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing gle & Duplex) Date' FRAMING (Continued) 4 . Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 4 ce ies or Type A Flue -Fireplace Throat Clearance j! �ccess; Size & Romex Protection -Draft Stop -Ins. Baffles 0. B Windows or Exiting Doors -Sill Ht. & Dimensions ge Fire Protection Framing 1<27 rty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits fairs; Width -Headroom -Rise -Run -Landing -Fire Protection / od on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 57. StUpeo Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 -'Glazing Area -Glass Protection -Skylights -Plastic (�Z Shear Walls; Nailing -Bolts 60. ce Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 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 Ext. Steps -Door & Sidelight Protection -Landings ;?`Smc_kIe Detector 6 urnace Vents -clearance -Comb, Air -Connector - In arage; Above Floor-Ducts-Mech. Protection .edroam Exiting I. & Bath Fixtures & Tub Access -Spa plf gac. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails 7 . Fir place or Stove, Clearance -Hearth 7 Elec. Outlets at Wood Panel, Int. & Ext. 7 it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 3. Elec. Outlets & Receptacles at Kit. Counter . Garage Fire Door; Swing -landing -Closure 7 C. Duct in Garage -Damper 7 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. c. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 80. Gu d Rails & Deck Construction -Post Caps 8 Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth earance Looked under Floor O Yes 2. F5Lawing Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 8 Stucco Brown -Finish V84. A.0 Ynit Disconnect, Electrical -Plumbing _jaVents Above Roof, Plbg-Appliance-Fireplace-Clearance to Cpenings 86. _lAhtf-er Well, Disconnect, Electrical, Plumbing 7. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88 entilation Throughout House ,8 lass Protection ,A90. Correctigps from Previous Inspections 91. G s Meters Tagged, Gas -Electric 92. a,PA Sewer Connected -C/O to Grade -HD Approval -,7y / 3 nerov Compliance Certificate -Other Certificates Address Posted Date r 0 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: d = OK , 0 = Not OK - = Not Applicable =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. /'Nat. or / /"L"ft./ /'LPG 2. 7. Well Clearance & Disconnect Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 8. Utility Clearance 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric Date Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Card B-1 Date Card B-1 Date 10. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Pool Structure; Steel -Connections -Thickness Dead Men -Lining 1. Zoning Requirements -Setbacks -Easements Elec.; Receptacles and Lighting, Distance-GFI - -- 2. Footings; Size -Spacing -Marriage Line Elec.; Pool Lighting; 15 Volts-GFI 3. Gas; MH Test -Demand -Valve -Connector Elec.; Enclosures; Conduit Entries -Terminals -Listed 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 5. Drain; MH Test -Fall -Flex Connector Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 6. Water; MH Test -Regulator -Connector Health Department Approval 7. Water and Sewer Connected -C/O to Grade -HD Approval Plumb.; Cir. Test -Water Supply Test 8. Gas and Electricity Tagged Light Niche 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Card B-1 Date Card B-1 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, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card•B-1 Date Card B-1 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- Enclosures-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 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 01 �d ASSESSOR PARCEL NUMBER 073-280-02 ZONING BUILDING PERMIT OWNER LES TELEPHONE SO. FT. OCC. BUILDING VALUATION 1984 R 107 136.0 -STEPHENS, OWNERS MAILING ADDRESS 2 2 2 0 RS _ E CONTRACT WALDRON TE_ 6750702 C 3NE 80.00 6260 608 0 4.256.00 CONTRACTORS MAILING ADDRESS P.O. Box 128 CLIPPER MTTLS CA 959-30 CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAULING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 737.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 479-15 BUILDING ADDRESS 1121 Energy Plan Checking Fee PERMIT FEE $ 1259.85 LOTN SUBDNISIONS NAMEP L q PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF IPX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 19 -nn Each as water heater or vent 15.00 15 oo TYPE OF WORK New RX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY RES. 4 BDRM Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 15 00 Mobile Home S G W @20.00 PERMIT FEE $ 15U.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service .OA OR LESS 23.00 3.00 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.I v a LIC. NO. License Classa OWN OWNUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. f� I have and will maintain workers' compensation Insurance, as required by Section / 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compo satin Surar�ce carrier and policy number are: Carrier ni^ hQ/I Policy Number _ Qr) �jGii (The above sections need not Wborhpleted if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. If It X Date_ Signature of Applicant - ❑ Owner R, Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service TO ICCU OOOA 46.00 Wo U NEW CONST. DWEILING OCC. SD OR ADDNS. ( a BLDs. 3.5,so 91.30 LTI- NOµR6,.. MULTI -OUTLET @7,50 H CIRCUITS POWER APPARATUS SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @ 1.00 O FIXER-B Ex. Occup. ODUTTLETS APP. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 114.30 MECHANICAL PERMIT Fling Fee 20.00 Heating HEATER 15.00 Cooling Hood 6.50 6.50 Ventilation 3 4.50 13.50 PERMIT FEE $ 55.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 co T T AL FEE $ 1625 15 HAZ. � D FE IMP FLOOD X CDF X PARC Po 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 rwD By.A D 6101 PERMIT EXPIRES ON �T;Z�10- Date Receipt No. 31457$ $ WHITE-D.D.S.-B.D. CANARY -ASSESS PINK-INSPECTO GOLDENROD -AP NT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .7 County Center Drive - Oroville. CAlifornia 95965 - Telephone (530) 538-7541. PERMIT NO. (Rev.12NO) APPLICATION AND PERMIT=(LI BUILDING PERMIT So. FT. OCC. BUILDING VALUATION '� i �ili l I r • ��WMVAN MAWREL r-,�2rn� ,r 0WE ENN-9- :-40 *PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED *RECEIPT NUMBER 4 64 S * TO BE PUT INTO COMPUTER PERMIT FEE _ Fireplace 111 ELECTRICAL PERMIT Filing Fee 20.00 Main Service uuoo" &VA" 3.00 3= 23.001,_;7- Main Service Main sem► to 1~ 46.00 NEW MST. OR ADD". VWBLHo Occup. a ACC. EIDE. as 3.5tFT, Total Valuation alu�novneT @7.50 A�CMfLaTa VMNM ucENaENo. —Filina Fee = Eu x:56 20.00 °Ex. onn o,e a 5.00 Permit Fee = Mobile Home Facilities , 5-0 MC #TW a ENOMMI U&JUM rooxss 23.00 Plan Checking Fee = 7-1,3 euaoNo.00eas / 1 1�� p��, IL Energy Plan Checking Fee i m _ PERMIT FEE ="T * sU°°fVe1DN'"'"E P""cCL MAP PLUMBING PERMIT Ffin Fee 20.00 Each Trap7.00 O d � USEOFSTAUCTURE Solar or heat pump water heater 23.00 S I Duplex O Mobilehome O OtherWaterpiping15.00 S t°eC�r Each gas water heater or vent 15.00 / TYPE OF WORK Gas piping t 0 New Adition O Rom of O Utilities O h O Other O Buildingsewer 15.00 / Mobile Home I S I G W @20.00 Describe Work: �1 /) / *PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED *RECEIPT NUMBER 4 64 S * TO BE PUT INTO COMPUTER PERMIT FEE S %1u 1 MECHANICAL PERMIT Fling Fee l 2-0.00' Heatin 6.50 on PERMIT FEE i Moble Home Installation Fee = Energy Inspection Fee = ocG CONST. TYPE TOTAL Kel NAL 0. rE We co — - PO w ssuc This permit is hereb sued under the app t'eable provisions of the Butte County Code and/or Reaolutlons to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON �_.- PERMIT FEE _ / SD ELECTRICAL PERMIT Filing Fee 20.00 Main Service aoo o usi 3.00 3= 23.001,_;7- Main Service Main sem► to 1~ 46.00 NEW MST. OR ADD". VWBLHo Occup. a ACC. EIDE. as 3.5tFT, I" rum No"4010. alu�novneT @7.50 vo;= o Cwel A►►AAATIA a 1 Ex. Occup, ounar 00tFwnAn Eu x:56 Occu °Ex. onn o,e a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S %1u 1 MECHANICAL PERMIT Fling Fee l 2-0.00' Heatin 6.50 on PERMIT FEE i Moble Home Installation Fee = Energy Inspection Fee = ocG CONST. TYPE TOTAL Kel NAL 0. rE We co — - PO w ssuc This permit is hereb sued under the app t'eable provisions of the Butte County Code and/or Reaolutlons to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON �_.- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILL• E, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL ER: � _: � Proposed Building Use: Building Inspector: k Date: — <, - O / At time of permit applicaiffoif, fwas advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1.111 items have been submitted .---------------------------------------------------------------------------- lot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 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! --------- qnergy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. ---- 0 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ Manufactured Home /data and installation instructions including Tie Down Specifications.------------------ , eesof $ Ll oC -- - ------------------------------------------------------------------------------- Impact fees as shown on the attached schedule.-----------------------�---,,- --y--------------------I----------- California Department of Forestry plan approvat/fees. 7= �i-t f�----- ��F------�'----- (:::::;:❑ od elevation certificate. ----------------------- ------------------- ---------------------------------------------- tation and plot plan approvalR n Health Department. -----=------------------------------------- 5. City o Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ AT Planning approval for (A) Use: (B) Parking: ------------------- 8. Contact Land Development about Improvements, ❑ Drainage, eLegal Parcel. ----------------- croachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. ---------------------------------------------------- 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 4tter of signature authorization. ------------------------------------------ Recorded copy o`f Agricultural Acknowledgment Statement. ----------- 0 26. Letter'of intent on building use. -------------------------------------------- 027. Manufactured Home utility clearance. ----- 1128. Existing violations and/or expired permits. 029. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: (Date) Wheyyou issue the permit, process as follows 11 Mail to owner, ❑Mail to contractor. U?Illeelephone C9 �j' "t��� and hold for pickup Ao� office. ❑ Deliver with inspector. S'T7�� 7" �2�v[fir✓ 3�2.Z�o/ f #% Applicant: &U^- Date: Z1 S-10 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air PolDate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑�Oth Date: / By: 1. Index permit application for the above items Vere : ❑ Plan Check List 2. Additional items required: Cj Contracto design , own as advised of the above required data by ❑ phone ail, ❑ Building Divis'� n counter, by Date: .3 /3 D Contractor, -designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divi ion counter, by Date: Corit"�ractor, 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: J' Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPO ED BUILDING USE _4_�SUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ A.P. DATE RECEIPT # DATE REC. l / --Additional Fees Due ............................................ $ V--Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ r Sq. ft. 4. URBAN AREA FEES Residential ............................ —x—=$ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 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 during the plan checking process. APPLICANT A'wlL— DATE S� 6 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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. 6/00) COUNTY OF BUTTE ,y { DEPARTMENT OF DEVELOPMENT SRVICES - BUILDING DIVISION .; 7 COUNTY CENTER DRIVE - OROVILLE, CLIF T RNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PRO ED BUILDING USE BUILDING PERMIT FEES / Q --Balance Due ........................................................ $ S. () CJ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ 1 *2.--Revised Plan Checking Fee................................ $ SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... x $360.001$ Units Commercial (sq. ft.) ...................... Sq. ft. 4. URBAN AREA FEES Residential ............................ / # Units x A.P. # 0_n_-5 C-91 V DATE A — = % RECEIPT # 'DATE REC. 1 si x $0.03=$ Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division).�A r SRA FIRE INSPECTION AND PLAN CHECK�D $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 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 during the plan checking process. lr� APPLICANT1t�xt� �c1AT Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 X ' r f (Rev. 6/00) RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: Building Permit Number: — 0 oZ3 Plans Examiner: Linda Simpson A. P. Number: 73 sro GENERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 3. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). scape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). lazing in Hazardous locations (Uniform Building Code section 2406). 16 Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in - any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel bunging equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). nder no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). ood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). in detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. _ 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. ,�80 Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. High expansive soil — special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. jk! If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located'so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: . Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. 12 Energy design compliance and supporting documentation. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. C5 SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 ;ita,y is moo' yj 1� "�'•'�ttf.�" ' G .:IYi1."Y a�; _ .,y iFw low W.r•�- Marysville Joint Unified School District Exhibit 3610 #1 CERTIFICATION OF COMPLIANCE SCHOOL DISTRICT DEVELOPMENT IMPACT FEES To be completed by applicant and taken to: Property Owner's Less +- T-- A Marysville Joint Unrifled School District 1919 B Street, Marysville, CA 95901 (530) 749-6114, Room. 106 S t -e ph 's t J (Dr. � Owner's Address: I 1 y � f ci A-`, 1 J r . Lb. y),' � �f r r u Project Address: Parcel No: `% 3 - AR) —0.1L o Lot No: City or County: � ulre Building Dept: TYPE OF CONSTRUCTION. Residential Construction Residential Reconstruction Commercial Construction Commercial Reconstruction Permit No: V Total Number of Habitable Square Feet: f % S `j Single Family Dwelling Multiple Family Dwelling No. of Units Mobile Home 777S CERTIFICATION COVERS ONLY TAE AMOUNT OF SQUARE FOOTAGE IIVDICATED ABOVE. ANY ADDITIONS CA cORREC'nms TO THE SQUARE FOOTAGE FOR THE PROJECT WILL REQUIRE AN AMENDMENT TO TEE CERTH'I- CATION OF COADWANCE. FALSWCATION OF SQUARE FOOTAGE AND/OR TYPE OF CONSTRUCTION IS CAUSE FOR Y REVOCATION OF CERTII+'ICA77ON OF C0JflgJ NCE. ACCORDING TO GOVERNKWr CODE SECTION 66020 (d) (I), I HAVE BEEN NOT1P' m THAT WITH THE nu osITIO1V OF THIS FEE, TILE 90 -DAY APPROVAL PERIOD IN WHICH I HAVE TO PROTEST THE FEE HAS BEGUN. Applicant's Name: A •a+i 6d o Id r -u PJ Date: - 6 U, Applicant's Signature: Pig TO BE COMPLETED BY BUILDING DEPARTMENT Total Numb rof abitable Square Feet % �' City of Marysville _,LJ-c� County of Yuba Signaturecrutc: County of Butte Part M TO BE COMPLETED BY SCHOOL DISTRICT Certification of. Compliance Nof" (ReceiptNo.): 3 S Fees Collected: No. of Square Feet x's $.28 for Commercial = $ No. of .Square Feet / f '7 x's $1.72 for Residential = $ Exempt from Fees: Reason: J F^ AS TBE AVTKGR1ZED SCUOOL DISTRICT OFFICIAL„ I HEREBY CERTIFY THAT TBE REQU1RENENTS OF GOVERNIIENT CODE SECTION 65995 HAVE BEEN C019%1ED WITH BY THE ABOVE SIGNED APPLWAN Signature Sandra Davina, Assistant Supedn&-ndent of Bustness Services Date { White: - School District YPink - „Lc�s Dept 8/10/00 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 immediately. I , / F.. C tztt- Y�,F• rYV; S`4Jh� s T� i^1 1, sit Date 'Z Inspector { _ REV 10/92 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached ,� Floor Plan Attached C Sent to S.D.3 —7- nS �a�� N -OW A ,- �� Owner Location AP# Plan Approved for: Sewage Dispo Water Sly: Publi Private Well Clearance for dwelling. Other J) 0 LL Hold final for: Final clearance O.K. for: NOTE: Environmenta 8/96 ecialist - ?-L --i-)) Date COUNTY OF BUTTE sERVICEs DEPARTMENT OF DEVELOPMENT BUILDING DIVISION AUTHORIZATION TO CONNECT Address GASDatef:a--j Meter BY ELECTRI Date Meter BY DETACH FOR SERVING UTILITY Address GAS Date---- Meter ateMeter By ELECTRIC Date----- Meter atesMeter By r COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: ADDRESS: CITY & STATE: DATE OF CLAIM:_ SUBMIT CLAM- OT DE n s e 9ry I& x -77 K IMPORTANT.• SEE INSTRUCTIONS ON RFVFRcc cimc DATE / ,DESCRIPTION O tCLAIM (DESCRIBE FULLY T0. AVOID DELAY) AMOUNT OWNER DE AP# 073-280-020, BP# 01-13/1, RECEIP17, 6-7-01! OWNER: LESS STEP NS TOT /&UNT PAID: /" �/—" .�--.--�� _ ��� 824.85 R I R-ROCESSI FEE: ��, 25.00 AIN BUILD ., G PERMIT FILING FEE: ` `� �r IT .20. 00 RETAIN PLUMBI P T'FIL E: �—.� �► _, 1 20.00 RETAIN ELECTRI"-ING FEE: //7V7- qJAl�1 T /' 20. k x RETAIN MECHANICAL P)FII - NG� E: Af/l1 l �--� �l 20; 0 RETAIN ENERGY PLAN CHECKING FEED' 1 �,I� Vim. �/'� I� 00 STAIN PLAN CHECKING FEE: �' - ( 1557,! 95 RETAIN SRA FEE: �43. 0 TOTAL AMOUNT TO BE RETAINED: 328.95 fIOTAL AMOUNT TO BE REFUNDED: TOTAL 495.90- 95.90.the theundersigned, declare under penalty of perjury that the services or articles claimed have been rformad or delivered, and that this claim is true and correct as stated. .1ated this day of , 19� at -1>1 Calif. Signature of Claimant the undersigned, hereby certify that, to the best of my knowledge, the services or specified a ave an performed or delivered and :hat there is a Budget Appropriation ( ) or Specific Board Approval ( I (Check one) f th dated this 04 day of SEPT 19 01 at OROVILLE , Calif. epartment Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABLE FROM BUILDING PERMIT FEES FUND Dept. Code Exp. Code PAYABLE FROM FUND Dept Code Exp. Code PAYABLE FROM RUN DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. O� FOR BUILDING DIVISION USE: Receipt Information: Number: Date: Issued To: ,�10 Amount: Fees Re ained: 7Pr cessing Fee: Bldg Filing Fee: r"Plbg Filing Fee: v,"'Elec Filing Fee: V/Mech Filing Fee: /Energy P/C Fee: ,/Plan Check Fee: Inspection Fee: SRA Fee: Total Amount Retained TOTAL REFUND DUE $ : R5, $ $ 0 66 $ $ r3), vo $ l 5 ,�, 9s - TOTAL REFUND DUE REFUND CLAIM APPLICATION CLAIMANT'S NAME �--�' SI S I -e- MAILING ADDRESS ASSESSOR PARCEL #: 3 'a &0 —U a RECEIPT NUMBERS) a ga I Request a refund of fees paid on the above receipt number(s) for the following reasons: KAM. S ,e � Please refund any applicable fees in the following categories: (Check those. categories which you wish to have refunded.) (X1) Building Permit Fees ((j1) SRA Fees (CDF Fire Planning) Disposition of Plans: Plans returned toque at counter ( ) Please mail plans to me at above address. ( ) Please dispose of plan's. SI-GNA UT RE Sheriff Fees Urban Area Fees PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM.. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. (Rev.12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT ©/--/391 ASSESSOR PARCEL NUMBER 073-280-020 ZON111ft - BUILDING PERMIT OWNER STEPHENS675-3623 TELEPHONE SO. FT. OCC. BUILDING VALUATION 330 R3 17,820.00 OWNERS MAIUNG ADDRESS 0 BO 40.00 CONTRACTORS NAME TELEPHONE AN WALDREN 9-0702 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $23.760.00 ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 243.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Pian Checking Fee $ 197-95 BUILDING ADDRESS 11214 HOLIDAY DR. CLIPPER MILLS. CA 95930 Energy Plan Checking Fee $ 2 $ PERMIT FEE $ 443.95 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other DETACHED SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each nas water heater or vent 15.00 TYPE OF WORK New EX Addition ❑ Remodel ❑ Udli6es ❑ Installation ❑ Other ❑ Describe Work: DETACHED GARAGE/ OFFICE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G w (920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2�o.oa.ss 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.aPS License Class Lic. No. OWNER -BUILDER DECLARATION 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. 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. DWELLING OCCUP. S° OR ADDNS. ( a ACC. BUDS. 3.5QFro NO,4.RCSID. T.TI-OUTLET CUT 97.50 NWG�LE o �T IC A. 20 ® 1.10 Ex. Occu OUTLET ORFDRURES a4L 50 FIXED IRR ID.° 5.00 Ex. Occup.O. Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.10 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 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.) not employ any person in any manner so as to become subject to workers' pa,mpensation laws of California, and agree that if 1 should become subject to the o kers' compensation provisions of section 3700 of the Labor Code, I shall fort with comply with those provisions. X' Date 10 1 Signature of Applicant - Owner ❑ Contractor EJ Agent An OSHA permit is requir for xcavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 1 Cooling Hood 6.50 Ventilation PERMIT FEP_ $ 35.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC CONST. TYPE HAZ. D FEES IMP X X FLOOD X CDF X PARCELPO X HO X ISSUE X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indic e b e for hi h fees have been paid. �� ` ByDate PERMIT EXPIRES ON Date Receipt No. 3 a a r —132.80 REFUND WHITE-D.D.S.-B.D. CANA -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Pyo CL�& 4D jkr-5� 44-1 4 �fi tY.r T1.Itiv,rr,!''' +Ri�''"'r'ti�nFr'rj�•'r"^r'". . «y,,�.a1'-s-r1"�=7". Yf,,,.l ty�, -a r L.. +"`..,.,..y.. i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION r 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: JtZ4-0� � ASSESSOR PARCEL NUMBER: 4 % 3 '.-;2 S-7) O a 0 Proposed Building Use: UGn 6� orf (IGnG ay Building Inspector: k2W Date: 14--2-61-61 At time of permit application, I was advised thefollowing data must be submitted prior to permit processing and/or issuance: Date Received By 1. 1 items have been submitted.---------------------------------------------------------------------------- �ov; dam_ �e- . Plot plans, 3/4 sets, signed b the r arer of plans. --- - ----- . Complete plans, 3/4 sets, signed by the preparer of plans. r-� e -'r------------- k --='_---------- ❑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! ------------------ El 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 0 8. Hazardous Material Form. -------------------------------------------------------------------------------------- 0 9. Manufactured Home data and installation instructions including Tie Down Specifications.---� rJ ❑ 1 ees`of $ ------ `------- --- ---------------- --------------------------- -�--- -- P rpact fees as shown on the attached sched-------------- - - '--- - -- ---- --- ornia Department of Forestry plan approval/fees. ---�-'?-# ----------------- - ------- -------d/ 3. Flood elevation certificate. ----------------------A1 ---- 3�-� � �---------------------------------- S 4. anitation and plot plan approval 09(h l �� Health Department. ------------------------------------;------ -� ❑ 15. City of Chico plumbing permit.-------------------------------------------------------------------------- ------ 0 --------------------------- }------ ❑ 16. Plot plan and business license approval from the City of Biggs. -----------------=----------------------- ---- ❑ 17. Planning approval for (A) Use: C>424-- (B) Parking: -------------------------- 1- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Draina ev e\gal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ----------------------------- El 20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. -----------------------------------❑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. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.--------------------------------------------------------------- 029. E1433 ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ "--------------- E130. -------------- ❑30. Other: ------- , Whh you is the permit, process as follows ❑ Mail to owner, ❑Mail,to contractor. 1 JTelephone�6 7--71,- / b and hold for pickup at (`C office. ❑ Deliver with inspector. d -7S- 3623(1.710 i Applicant: 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 pen -nit application for the above items numbered: YULA 4& ZRg &Kan Check List nal items required: Contracto gner, owner, was advised of the above required data by phone, ❑mail, ❑Building Division counter, by'F4 k Date: -y 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, advised of the above data b c3 phone, ❑ mail, ❑ Buildin ' anter s, by Daty. Plans reviewed by: C/ Date: . Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER _ S _)-`7ed1 h e,.. PROPOSED BUILDING USE 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................. $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. . 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES �� $510.00 (paid at Building Division) ZZ'7. SRA FIRE INSPECTION AND PLAN CH CK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. #0 7 3 - Q2k0 O7-0 DATE RECEIPT # DATE REC. 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 ing the plan checking process. APPLICAN DATE /3 (b,l Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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. 6/00) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BU 7 Count Center BUILDING DMS Y Drive Oroville, California 95965 • Telephone (530) 538-75 � ION (Rev- 12196) APPLICATION AND PERMIT (� �^� PERMIT NO. AS SESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER 1 I TELEPHONE SO. FT. OCC. rJ - 3( BUILDING VALUATION OWNERS JA(1M1lO SS /✓��, /y�, y��/ CONrRAema- —mmn _ — 1 / � f� /1 –0 '70 0 CONSTRUCTION LENDER - LENDER'S MAILING ADDRESS ARCNRECT OR ENGINEER ARCNnECT OR ENOW E MOMOU NG ADDRESS BUILDING ADDRESS IDT NO.) q aUBONL410NLT 393' 'SNo'* J PARCEL MAP USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other Cl/IQ aPEO TYPE OF WORK NewAddition ❑ Remodel ❑ Utilities ❑ Instaliation Other ❑ Describe Work: ` SN 0 LD #At-> �Pa� -rd i3� -F?- ��s- yw-tsr'a fx" r rose t CAeAhp-d . *PERMIT FEE PAID SRA SHERIFF OTHER AMOUNTRECEIVED *RECEIPT NUMBER r a� O d I * TO k PUT INTO COMPUTER Total Valuation is PERMIT FEE t : S; -o O 1 Filing Fee S Main Service�� OR LESS Permit Fee 2 00 S 20.00 Plan Checkin Fee L NEW CONST. DWELLING OCCUP. OR ADONS. a ACC. BLD3. 3.5Qso- ° Energy Plan Checking Fee MULTI.OUTLET NON•RESID. � @7.50 POWER APPARATUS a SINGLE Oun Er CIR. a 3. PERMIT FEE t Dv�sAPPE�sIri 5.00 PLUMBING PERMIT Temporary Service 23.00 Fling Fee 20.00 Eac T ap 7.00 Soler um water heater Misc. Wirin 23.00 Water Piping .00 Each ges water heater o MECHANICAL PERMIT Filing Fee 1 20.00 15.00 Gas pipin stem 1 - 5 outlets 15.00 s'.d Building sewer 00 Mobile Home S G W Q20. -o — PERMIT FEE t : S; -o ELECTRICAL PERMIT Flln Fee `20.00 Main Service�� OR LESS zoOA OR LESS 23.00 Main Service 200A TO 1000A 48.00 NEW CONST. DWELLING OCCUP. OR ADONS. a ACC. BLD3. 3.5Qso- ° MULTI.OUTLET NON•RESID. � @7.50 POWER APPARATUS a SINGLE Oun Er CIR. Ex. OCCu OUTLET OR FORMES 20 O I.DO BAL .50 Ex. Occu °� I Dv�sAPPE�sIri 5.00 1 i Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE = MECHANICAL PERMIT Filing Fee 1 20.00 Heetin (~lad / /'.i.0 t9 /SaSr) 8.50 PERMIT FEI: S Mobile Home Installation Fee S Energy Inspection Fee S NWJ �/ kr T, AL FEE $ 00 ((1�`` Irof�the { FE I D CD P ESUE O 1 1� permit is hereby Issued under the applicable provisions v i Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. I By Date PERMIT EXPIRES ON -, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: _&2 3 `vZSo — 0 a Proposed Building Use: Building Inspector: Date: 1,o-7-61 At time of permit application, I was advised tl0following data must be submitted prior to permit processing and/or issuance: ❑ 1 iAl1 items have been submitted. �,l� Plot plans, 3/4 sets, signed by the preparer of plans. r9 (� 2 f- , . Complete plans, 3/4 sets, signed by the preparer of plans. 6e- 1:14. 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! 06. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ O Fees of $ �1 impact fees as shown on the attached schedule. B12. California DeparCinent of Forestry Olan app?oyal/fees. PA_ (0�'7�0 / El 13. Flood elevation certificate. �eZ, 3�'-y� o� q x'14. Sanitation and plot plan approval %V+ (''e Health Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking:. ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). 1120. Pre -inspection for required. 021. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ❑23. Owner -Builder Verification (Given to owner ❑; Mailed to owner ❑). 024. Letter of signature authorization. 1125. Recorded copy of Agricultural Acknowledgment Statement. 1126. Letter of intent on building use. ❑27. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. 029. 0433 A, []Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: ;=eou is�,It the ppermit, process as follows ❑ Mail to owner, ❑Mail to contractor. phneA6 'and hold for pickup at 0l0 0 t office. ❑ Deliver with inspector. 675 323 Applicarit_,�X_ Date: C % tO EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant CASH I CHECK NO. AMOUNT t a Marysville Joint Unified School District Exhibit 3610 #1 CERTIFICATION OF COMPLIANCE SCHOOL DISTRICT DEVELOPMENT IMPACT FEES To be completed by applicant and taken to: Marysville Joint Unified School District 1919 B Street. Marysville Part I Property Owner's Name: L e, Owner's Address: k � • -'r- y, � '% --1 ' i • t N 1 ` 1 I !, ' �`7 U Project Address: 4 .- i `1 �* . �� - (, . t i i t Parcel No: (� % 1 ' i' �' 0 Lot No: ' i - City or County:r- Building Dept "} t lz'I Permit No: TYPE OF CONSTRUCTION: Residential Construction Single Family Dwelling Residential Reconstruction Multiple Family Dwelling Commercial Construction No. of Units Commercial Reconstruction Mobile Home Total Number of Habitable Square Feet: CJ THIS CERTIFICATION COVERS ONLY THE AMOUNT OF SQUARE FOOTAGE INDICATED ABOVE. ANY ADDITIONS OR CORRECTIONS TO THE SQUARE FOOTAGE FOR THE PROJECT WILL REQUIRE AN AMENDMENT TO THE CERTIFI- CATION OF COMPLIANCE. FALSIFICATION OF SQUARE FOOTAGE AND/OR TYPE OF CONSTRUCTION IS CAUSE FOR REVOCATION OF CERTIFICATION OF COMPLIANCE. ACCORDING TO GOVERNMENT CODE SECTION 66020 (d) (1), I HAVE BEEN NOTIFIED THAT WITH THE ZAIPOSTI7ON OF THIS FEE, TILE 90 -DAY APPROVAL PERIOD IN WHICH I HAVE TO PROTEST THE FEE HAS BEGUN. Applicant's Name: '^S J Date: Applicant's Signature: Part II TO BE COMPLETED BY BUILDING DEPARTMENT Total Number of Habitable Square Feet =%Q City of Marysville ' County of Yuba Signature { 't 4 �, � T � County of Butte Part III TO BE COMPLETED BY SCHOOL DISTRICT Certification of Compliance No. (Receipt No.): Fees Collected: No. of Square Feet No. of Square Feet Exempt from Fees: Reason: x's $.28 for Commercial = $ C) x's $1.72 for Residential = $ 7 & O AS THE AUTHORIZED SCHOOL DISTRICT OFFICIAL, I HEREBY CERTIFY THAT THE REQUIREMENTS OF GOVERNMENT CODE SECTION 65995 HAVE BEEN COMPLIED WITH BY THE ABOVE SIGNED APPLICANT. Signature i ' l ��' Sandra Davina, Director oJBusiness Services Date White: - School District $D:CO Yellow: - Applicant Pink - Building Dept 12/6/96 June 17, 2001 Less Stephens P.O. Box 78 Clipper Mills, CA 95930 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 073-280-020 Building Permit Number: 01-1371 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: 1. Section detail of building does not show interior wall or firewall requirements. Plan will be noted that all walls and the ceiling will be covered with 5/8`"'s Type X sheetrock to provide the required separation. 2. Provide 16 square feet of window area in the exercise room. Revise energy calcs accordingly. 3. Permit calls for installation of a gas line and a gas wall heater with no cooling unit and the energy calcs show electric heater and evaporative cooler. Which do you plan to install? Provide manufacturer's specification for the unit or units you will be installing. 4. Provide exit door from the garage. 5. Provide size of ridge board. 6. Energy calculations need extensive revisions. Provide correct size windows both for light and ventilation (see item 2) and for size shown on the plan. A 40.5 window is 14 square feet. Provide correct orientation of all windows. You have windows on the East and South, not on the West. Provide the correct square footage. 330 square feet of habitable area. Owner states that there will be carpet in office and exercise area, therefore you cannot model high mass for exposed slab. If an evaporative cooler is to be installed, it must meet all requirements from the energy code and the requirements must be shown on the plans. Provide the correct zone (16) and all requirements for the zone from the energy code. Section detail of the house is to show the vapor barrier required for the walls and all 1 of 2 • insulation requirements. Roof insulation is to be modeled in the building component area of the calculations. Walls are to be modeled correctly, as to exterior or unconditioned space and doors are to be modeled. Provide two sets of revised energy calculations, signed by the author. STRUCTURAL COMMENTS: None PART - U The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 2. Provide 2,sets of complete plans, signed by the person that prepared the plans. 3. Pay Balance of Building Permit fees to be determined after response is received. If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (53 0) 538-7541 between the -hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Martha Christy Plans Examiner Cc: Dan Waldron 2 of 2 CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards ] 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app.-,rteaant 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 vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a.minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot I traffic lane and unobstructed vertica � 1-ggr--ance of 15 feet along its entire length. �'� _ • Page 1 of - 3•-.�����- �b • ?�,�-� ��-� ���� � ��S LAS AP # PERMIT # NAME [� 1273.10 Turnouts. Driveways exceeding 150 feet in length, but ,1 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. [y,] 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. '01 1273.11 Gates 1. Gate entrances shall be at .least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway,. 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 azzd larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than l acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall ba completed prior to completion of road construction �r final inspection of a building permit. Page 2 of 3 za AP # PERMIT # Other Requirements -� If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves N� E If Building Setback is Less Than 15 Feet \ Choose any 3 of the following: - 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 0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer .Metal Other Butte County Fire Department approved materials �-c3-ol Date Signature Page 3 of 3 NOTES r f RESMENTIAL 073-280-020 01-192 7 STEPHENS, LES 11214 HOLIDAY CLIPPER MILLS it CONT: DAN WALDREN DETACHED GARAGE t Z a 11 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER t { • t i JOB FINALED Signature CHECKED BY ./= OK 0 = Not OR - = 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. / MISCELLANEOUS Date DECKS, COVE.P8, C PORTS GARAGES (Plans) OK except #'s 12. /'Nat. or / /"L"ft./ PLPG 7. Well Clearance 8 Disconnect Decks; ' ders and/or Joists -Decking -Bracing -Stairs -Rails 8. Utility Clearance Date Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; endows -Doors Date EIg� Card B-1 Date . Card B-1 Date 9. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Ext.; Steps -Doors -Landings 1. Zoning Requirements -Setbacks -Easements Elec.; Receptacles and Lighting, Distance-GFI 2. Footings; Size -Spacing -Marriage Line Elec.; Pool Lighting; 15 Volts-GFI 3. Gas; MH Test -Demand -Valve -Connector Elec.; Enclosures; Conduit Entries -Terminals -listed 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 5. Drain; MH Test -Fall -Flex Connector Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 6. Water; MH Test -Regulator -Connector Health Department Approval 7. Water and Sewer Connected -C/O to Grade -HD Approval Plumb.; Cir. Test -Water Supply Test 8. Gas and Electricity Tagged Light Niche 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Card B-1 Date Card B-1 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, COVE.P8, C PORTS GARAGES (Plans) OK except #'s 12. mg Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel \ 3. Decks; ' ders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Date Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; endows -Doors 7. EIg� Setbacks -Easements Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh __-T6._Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 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- Enclosures- 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 J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (� Date 46. Underfloor (Plans) OK except It's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 15. Access & Ventilation 16. Insulation 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 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 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except ff'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 At Insulated Neutral ❑ 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 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except H'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 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills 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 'ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Ring. 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'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 -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-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 Insild./Drive D Yes J NoMalks D Yes J No/Planters J Yes J 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: 08/20/01 09:20 SACRAMENTO INSULATION 4 6751635' ' ' ' -91 NO.340 901 CERTIFICATION OF• -INSULATION:- : 11 - ADORES$ OR TRACT SACRAMENTO INSULATION CONTRACTORS JrLOT M [:]P.O. BOX 8S4, WEST SACRAMENTO, CA 95691 UC. 6202026 X1309 MELODY ROAD, MARYBVILLE, CA 95901 UC. 0202426 P.O. BOX 9651, FRESNO, CA 83783-9651 LIC, *202026 { I �(J � 1 ��/�., ❑ P.O. 60X 1871, RENO, NV 89505 LIC. 510675 ,�/ ! ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC, #10575 vDATE iN6tATl0N OW ETED I rLOORS COLINGS I SOUARE FEETJ (` SOVARE FEET) ( SOUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MAT`Fi1Al- MAT�'RIA� MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS RM FOAM FORM BATTS BATTS A BLOW BATTS i MANUFACTURE PMODU T 10 MANUFACTURER'S PA DUCT I D. MANuFACTUPER'8 PRODUCT I D MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF • eADs R • VALUE APPLIED R - VALUE APPLIED MWCK3H1' R - VALUE APPLIED INSTALLED' THICKNESS INSTALLED YHIOKNEbS Pan sOUARE Fool INSTALLED THICKNESS KNEE WALLS IF R -VALUE 18 OTHER THAN WALLS ABOVE MATE IAL- FORM R VAL "NVFACTUAW FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MA 9AL MANUFACTURER ' W R GRACE • ISIS TO CERTI AT INSULATION Ago/00 SEALANT S:8 KEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES; MATERIAL STANDARDS AND REGULATIONS. I?K—i C RACTcrITE DATE ' 3 m n2noMANAGER SIGNATURE Q ACTOR I TILE DA REMARKS SIC -303 0. BUILDER COPY (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT I 0 �Q:::7 ASSESSOR PARCEL NUMBER o7i-2sn-020 ZONING R1 BUILDING PERMIT OWNER LES STEPHENS TELEPHONE 675-3623_---38-,T— SQ. FT. OCC. BUILDING VALUATION U 6912.00 OW " S MAILING ADDRESS CO R'S NAME TELEPHONE 675-0702 VVP&:UD_R_.FN CONT WS MAILING ADDRESS Q- 129 CLIPPER MILLS, CA 95939 CONSTRU ON LEND Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 6912.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 90.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 58. JO BUILDING ADDRESS 11214 HOLIDAY DR, CLIPPER MILLS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE 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 ❑X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DFTACHFD GARACF, Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W (x]20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200.OR LESS 23.00 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 _ 9 L OWNER -BU LDER 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 Main Service TO loon. 46. NEW CONST. DWELLING WEE NG OCCUP. OR ADONS. ( a ACC. UDS. so S° 3.5QFT: ,�.R.,MULTI-OUTLET 97.50 OWER APPARATUS 8 PSINGLE OUTLET CIR. Ex. Occu ovnET OR FaTUREs sop ,.00 BAL p .m Ex. Occup.DFlxunEis . 0E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 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' co en tiinslance carrier and policy number are: Carrier 'I Policy Number (The above sections need not be competed 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 fo hwith comply with those provisions. / XDate �l " I _ Signature of Applicant - ❑ Owner 0 Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ . TYPE TOTAL FEE $VN 168-50 4MAZ. D�.FEES IMP ' c� P D u 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. y B D t PERMIT EXPIRES ON �+�r Date Receipt No. 50 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. 12/66) APPLICATION AND PERMIT -- I —1 s � A88E880RPARCEL NUMaER 7 a� 2ONNO BUILDING PERMIT owNER *E SO OCC. B IL G LU TION OWNER'S XUJWQ71p TF COMM T N ^ T C (J '� tJ CONSTRUC NDER LENDER'S MNU 3 ADDRESS Fireplace Total Velua"on $ ARCHITECT OR ENGINEER LICENSE NO. Filina Fee S 20.00 ARCNMAKING TECT OR ENOWEER'8 ADDRESS aUAANO ADDRESS � Permit Fee $ Plan Checkin Fee $ Energy Plan Checking Fee $ PERMIT FEE t: -� IN IDT NO. Bl1e0NISDI/B NAME - PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 1 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome O Other sPECIEv Each Trap 7.00 _ _--� Solar or heat pump water heater 23.00 Water piping 15.0 TYPE OF WORK New O Addition ❑ Rem ❑ Utilities ❑ lnsta ❑ O Describe Work: Each gas water heater or vent 5.00 Gas piping system 1 - s outleffi 15.00 Building sewer 15.00 Mobile Home W 020.00 FEE _ iPERMIT ELECTRICAL PERMIT Filing Fee 20.00 ----•------ ' I I 1 *PERMIT FEE PAID� SRA - - SHERIFF OTHER AMOVNT -RECEIVED $ (/�/,/[/� 6 r `f / ^ *RECEIPT NUMBER v'✓) * TO k PVT INTO COMPUTER Main Service 000v OR LESS sow OR LESS 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. OR ADON8. D a SUP. 3.5¢R. NM NO*RESID. MULT601lTLET @7.50 / POWER APPARATUS 8 SWOLE OUTLET GR. ®�•� 8AL .30 Ex. Occup. OUTLET OR FIXTURESFIXED APPILMS. Ex. Occup.OUTLETS .I 5.00 Temporary Service 23.00 Mobile Hom rhes 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 ventilation PERMIT FEt i Mobile Home Installation Fee $ Energy Inspection Fee S �c NST. IPE TOTAL FEE $ RA2• D. FEES IMP I FLAOD COF PARCEL I PD I ND I ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ra ` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 IT APPLICATION DATA SHEET OWNER: ds S ASSESSOR PARCEL NUMBER: 093-4:157 Proposed Building Use: Building Inspector: Date: AO' . e of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By - 1. items have been submitted -------------------------------------------------------------------------------------- t plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ omplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 0 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. -------- -- ------------------------------------------------------------------------- � t 1 Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ------------------------------------ ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on (Date) ❑2r'. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number.----------------------------------------------------------- x ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- ❑24. 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 perm/it�s.-------------- ---------------------------------------------------- 9._❑433 Ivy I. T &W H. --------------- _` �",``'f Other: (�------- en you issue the permit, process as follows ❑ Mail to owner, []Mail to contractor. Telephone and hold for pickup at office. ❑ Del' with inspector. Applicant: f Date: 4FG l 0 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: Yellow Copy - Department of Development Services, Building Division. Corry OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING N: ONE: BUILDING PMT. f oft 3 - 2 a 0 - Oz© OWN L."S SiP(�! PHONE: L S MAIL A ESS: P, SITE ADDRESS:(7, (4 �(� n PROPOSED USE: I=XLeY cue L PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OR THIS FOM (PLMW PRECEDE EACH COMMENT WRH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on the property? 2. Is the structure already bolt, under construction, or under notice of code violation? 3. Will items produced in this building be offered for sale? 4. Will the public have access to this building? 5. Will any advertising, on or off site, be associated with the use of this building? 6. Will this buildi64 be occupied at any time as a sleeping quarters? 7. Will this building be occupied at any time as an eating area? 8. Will this bulding be occupied at any time as a cooking area? 9. Will this building be occupied at any time as a living area? SITE CONDITIONS: G 10. Is the structure foundation within 5' of septic tank or 10' of leach fines? 11. Is any portion of the proposed structure located closer than 20' to your front property line? 12. Do you plan to add a driveway or modify ekisting access to a county maintained road? ;13. Will the proposed structure encroach within any recorded easement? t CONSTRUCTION FEATURES: Yes: No: Yes: No: Yes: No: ll� Yes: No: Ll�_ Yes: �_ No: Yes: No: t/ 14. Will this building have insulated floor, walls, or ceiling? Yes: p/—No: 15. Will this building be heated or cooled? Yes: i/ No: 16. Will this building have a water closetitoilet? Yes: No: _ 17. Will this building have a sink? Yes: No: C/ 18. Will this building have a water heater?Yes: No: Leo� 19. What type of floor covering will the building have? 1121 -��i '(2— Z Cw\Us� 20. What type of wall covering will the building have? — (l'a) Yes. V No. Yes: ✓ No: Yes: No: - Yes: No: Yes: No: t/ Yes: No: L,`�— ! Yes: No: rl Yes: No: Yes: No: Yes: No: ll� Yes: No: Ll�_ Yes: �_ No: Yes: No: t/ 14. Will this building have insulated floor, walls, or ceiling? Yes: p/—No: 15. Will this building be heated or cooled? Yes: i/ No: 16. Will this building have a water closetitoilet? Yes: No: _ 17. Will this building have a sink? Yes: No: C/ 18. Will this building have a water heater?Yes: No: Leo� 19. What type of floor covering will the building have? 1121 -��i '(2— Z Cw\Us� 20. What type of wall covering will the building have? — (l'a) ADDITIONAL INFORMATION: I hearby affirm under penalty of perjury the above Infromation Is true and correct. I understand that any changes to the use, or chamder of use, of this building van requir ,permits from the permitting authority. I understand that Real Estate Disclosure taws require disclosure of this information if or when offered for sale. bZ-7Z01 OWNER'S SIGNATURE DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: E.H. USE 0 4V Plot Plan Anachad n Floor Plan Anactpd Sant to B.D. / a' TO: Building Department VVV r FROM: Environmental Health SUBJECT: Sanitation Clearance V 0 w"n e -A Location AP# Plan Approved for•,. Sewage Disposal Water Sup I Public P Clearance Ifor�dwelling. Other Hold final for: Final clearance O.K. for: NOTE: In Fa.--m-mm.4 M, Environ 8/96 Date 30 _ 1 �d1/ Q1 MOIad y0S3y""n` : ; 03AObdd�I 0 � ❑ � ��A'i�NNOIJI 'DDUePeA :I!uLad as. saA ❑ ON ❑ :Pannbab sjuauranOadun aSenejp pue pecb JaLpo ❑ uMo4S se Flo aie s4uawannbaa 6u!deospuE9 ❑ :6u!dexpue-I JaLpo uMoyS se Flo aie sIuawannbab 6urVed ❑ :6ur4Jed :3ou3s!a auc v );;ns apfs am 6UIPLM tioswiw [] I"d aA4E4SW! uN ❑ 7!wlad ash joum ❑ Wuad M ❑ :saipDatlasn l/ 1 ❑ ::l�F`. l api5 �( �?i'�,•li..' '.b:?J �9iSY:!•' � _. �': ��'� :. i•V+.i�;'t.;n:'1,: �.'J�. •i•� i"' _ 6u!uoZ ® ueW leuauag .. W UMSIP4PQnS uoqua,,aid �7 s envy !H V 7aaAS apo u!u-Z :ssaippy a lS 6ulplln; 30 _ 1 �d1/ Q1 MOIad y0S3y""n` : ; 03AObdd�I 0 � ❑ � ��A'i�NNOIJI 'DDUePeA :I!uLad as. saA ❑ ON ❑ :Pannbab sjuauranOadun aSenejp pue pecb JaLpo ❑ uMo4S se Flo aie s4uawannbaa 6u!deospuE9 ❑ :6u!dexpue-I JaLpo uMoyS se Flo aie sIuawannbab 6urVed ❑ :6ur4Jed :3ou3s!a auc v Wd- Wi. I.-ww am 6UIPLM tioswiw [] I"d aA4E4SW! uN ❑ 7!wlad ash joum ❑ Wuad M ❑ :saipDatlasn l/ 1 ❑ ::l�F`. ass ®ice= . �W ElPpp*t ❑ Pgriu, �( �?i'�,•li..' '.b:?J �9iSY:!•' � _. �': ��'� :. i•V+.i�;'t.;n:'1,: �.'J�. •i•� i"' _ 6u!uoZ ® ueW leuauag .. SaA ❑ ON 93 auoz uo,Wal M PO4sialeM v [� 0 .�agwnN pued d :auoZ ' ❑ U1eIdPooW SDA ON :ssaippy a lS 6ulplln; C .� m )Pat .Salk ❑ ON ® auoZ asudJ93u3 4mm4co ❑ NZa ❑ oonp ❑ SPA ❑ ON ueld:)U!DadS :S%Jppv s,aumc sak ❑ ON eajr uogeloLA sJaumc SOA ❑ ON ® ue1d U04W MAW :a6eaDV wnw!ulW asn spa p ssaA ❑ ON wawaaky uogeNasuoo pUe1 :ul JE. 30 _ 1 �d1/ Q1 MOIad y0S3y""n` : ; 03AObdd�I 0 � ❑ � ��A'i�NNOIJI 'DDUePeA :I!uLad as. :veld lejaua; / :aweulP,o 6w.woZ jo aqeo ' :3ou3s!a auc v l/ 1 ❑ ::l�F`. ass ®ice= . �W ElPpp*t ❑ �e wog ❑ e ► ❑ �( �?i'�,•li..' '.b:?J �9iSY:!•' � _. �': ��'� :. i•V+.i�;'t.;n:'1,: �.'J�. •i•� i"' _ _ � .. .. _ .. .. . .. d :ssaippy a lS 6ulplln; :S%Jppv s,aumc :ate pwed sJaumc -3 —7:8weN • .s'y-/(d:eY. : ' .+ .moi .;;..i:.c:.:'` ;F� ,r'l^'~%=i:r. .. a✓ 30 _ 1 �d1/ Q1 MOIad y0S3y""n` : ; 03AObdd�I 0 � ❑ � ��A'i�NNOIJI 1 � s �:-rew.. i�"rn.i�•w..� >:. - . ..: J..�.u�-v�n� Miami- u..�"C .,,`•"%. :" - .'• .. ,{•..a. .. r. _ .iwyr.� ...�.:fLr.,x: ... ... �.. - ,. .c'Vua�OL4• ,� �42j i�.a•�7 {I �i Y'X .t•-��' .ft.�ii�R?.•��i ',r�r V• Ssptk Permit Review: Ag tubj a Affidadt Re*dred ❑ Noyes Well Wd Pftn* Review: Designated Wd Me ❑ No ❑ yes - tand OtMrelopnierrt Review: Orainage Plan (C&N nQ/MuRn ❑ No ❑ yes, parcel Created by, Deeds Date of Cleadon: Legal Aaoess Q .._.... ❑ Yes -❑ Deed Reference.Access ReWred: ... _ ... ❑..rro Yes RamtWe /y�Reference: PLWdy MaintaUkd Road: ❑ Na ❑ Yesr RoadNanm �. . Cw4ees Vft County lbs Deed deaifeon: ' ❑ ❑ Ya' ' cbra 0K7: y'. :7v -y'$• t. ..- •=., • _ i�;a'.:Y.•�;: ntt'xr:. ?'� 1. - , . , -r-Rfy -r'� . V, LL��� D Li '® Map Date of Recording:-`�"� Lot: — LI Block gook: ondi6onsshat Must be Met Pricr to Lsgmnce of Permit, ❑ Verify Legal Parca ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with canditcn no. _ _._ _ of condltlom of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for appllcatlon), 0 ❑ COnstructlon acoss property Ones is not permitted (See Land Development fora Merger AppikatlonAot line Adjustment). ❑ amply with Old Subcrvisicn Lot Ordinance (Maps Recorded Prior to Sock 17 of Maps Page 23). ❑ CorLstmct road to ireral Comments- ❑ Meet parcel size required by zone ❑ Meet current EHD regdrements. 'AND WHEN RECORDED t*LAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRJN E OROVILLE. CA 95%5 IIIIitIIIIIIIIIIIIIIIIIIII�IIIIIII 200 1 —00 1 1 706 Recorded I REC FEE 7.00 Official Records I COPIES 1.00 County Of I PENALTY 3.00 BUTTE I CANDACE J. GRUBBS I RecoROSEMARY I DICKSONdr Assistant I Maureen 09:51AM 26 -Mar -2001 I Pagel of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, Plowing, spraying, pruning, and harvesting which occasionally gwAnale dust, smoke, noise, and odor. Bunte County hasestablished agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: !49 L o 142 ; s shows oh -I-fi ci✓ rte i h Vy1Q'r le,Y14 +IM Me -vv -`1 AAou�1 �alV\ Viii -t Sv bdi vlslo�\ v h t- N041% vvia wQS I I -e d i �"w D f 0 r (`�- IWG�v Get r p> '- kc. c o" AT4 &F 6,4"" Sr(Aht o Can I 1,11 2O, ) 971 t'V% Book 3R OF MGRS, mf �u S clSrnhd C16. Date Mr(/ 2�3 -?t0 PR E RS: -L--Cs S -e p k�mS State of California County of �i%[b 1 On _ ,-'v wU� �V� v'i� 4 before we personally apps . le S known to we or roved to me on e a actory ev encingt be the I rtlment and ac ge to me that executed the same /ti signatures on the instrumen , the person or the entity t 9trUment. � WITNESS n2y an and official seal. Signature x, Sea]: A. P. # 073--2O�— OZO whose namePA ,subscribed to the within IFtt$& authorized capacity(, and that by df of which the person(�acted, executed the KAf1E E. WICKS Commission # 1192932 z z .m Notary Public - Califomid Yolo County My Comm. Expires Aug 9, 2002 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Les Stephens Date..03/01/01 14:59:08 Project Address........ 11214 Holiday Drive ******* --------------=------ Clipper Mills CA 95930 *v5.10* Documentation Author... Donna J. Benson ******* Buil T Permit # ; JJ Permit Processing 13250 Bianca Ln ; Plan Check / Date ; Grass Valley, CA 95949 ; 530-274-2331 Field Check/ Date ; Climate Zone........... 16 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-STEPHENS Wth-CTZ16S92 Program -FORM CF -1R ; '.User#-MP1697 User -JJ Permit Processing Run -Typical House ; ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1984 sf Single Family Detached New Front Facing 0 deg (N) 1 1 Raised Floor 20.5 % of floor area 0.55 Btu/hr-sf-F 0.65 10 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments ------------------------------------------------- ------------------------ Wall Wood R-17.8 R-0 0.065 Roof Wood R-38 R-0 R=38 _ 0.029 Attic Door None R-0 R-0 R-0` 0.330 Solid Wood Floor Wood R-19 R-0 R- 0.037 To Outside FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins -------------------- ----- --- �--- ----------------------------------- ----- Window Front (N) — 40:0 0.55`0 0.650 Standard Standard Yes Window Front (N) --40.0 0.550 0.670 Standard Standard Yes Window Left (E) - 16.'0 0.550 0.650 Standard Standard Yes Window Back (S)2 0 0.550 0.650 Standard dard Yes .Window Back (S) —48.0 0.55b 0.670 StaM _rd Yes Door Back (S) 178.-0 0.550 0.650 Std t d Yes Window Right (W) 38.,0 0.550 0.65kf+n ��`� �a a Yes Door Right ( W ) 34.-0 0.5x50 0.65 -nd d a s Yes CERTIFICATE OF ------------------------------------------------------------------------------- COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------------------------------------- Project Title.......... Les Stephens Date..03/01/01 14:59:08 MICROPAS5 v5.10 File-STEPHENS Wth-CTZ16S92 Program -FORM CF -1R ; User#-MP1697 User -JJ Permit Processing Run -Typical House ; ------------------------------------------------------------------------------- Minimum Equipment Type Efficiency Furnace0.780•AFUE ACSplit 10.00 SEER HVAC SYSTEMS ------------ Duct Duct Tested Duct ACCA Thermostat Location R -value Leakage Manual D Type CVCrawlspace R-4.2 No No Setback CVCrawlspace R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Gas',;;" Standard 1 0M5.8 � 0,_° R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Les Stephens Date..03/01/01 14:59:08 MICROPAS5 v5.10 File-STEPHENS Wth-CTZ16S92 Program -FORM CF -1R ; User#-MP1697 User -JJ Permit Processing Run -Typical House ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with 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 Modeling Assumptions section. DESIGNER or OWNER Name.... Dan Waldron Company. Waldron Construction Address. P. 0. Box 128 Clipper Mills CA 95930 Phone... (530) 675-0702 License. 367912 Signed..0, ( ate) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Donna J. Benson Company. JJ Permit Processing Address. 13250 Bianca Ln Grass Valley; CA 95949 Phone... 530-274-2331 Signed. 43 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Project Address........ Documentation Author... Climate Zone........... Les Stephens 11214 Holiday Drive ******* Clipper Mills CA 95930 *v5.10* Donna J. Benson ******* JJ Permit Processing 13250 Bianca Ln Grass Valley, CA 95949 530-274-2331 16 Date..03/01/01 14:59:08 --------------------- Building Permit # Plan Check / Date Field Check/ Date Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-STEPHENS Wth-CTZ16S92 Program -FORM MF -1R ; User#-MP1697 User -JJ Permit Processing Run -Typical House ; ------------------------------------------------------------------------------- Note: 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): 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 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: A. -- LI -1 v v MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Les Stephens Date..03/01/01 14:59:08 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-STEPHENS Wth-CTZ16S92 Program -FORM MF -1R User#-MP1697 User -JJ Permit Processing Run -Typical House ; ------------------------------------------------------------------------------- a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er went 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. ✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of'R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 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 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R --------------------------------------------=---------------------------------- ------------------------------------------------------------------------------- Project Title.......... Les Stephens Date..03/01/01 14:59:08 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-STEPHENS Wth-CTZ16S92 Program -FORM MF -1R ; User#-MP1697 User -JJ Permit Processing Run -Typical House ; ------------------------------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- Design- Enforce- er went 15.0(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Les Stephens Date..03/01/01 14:59:08 Project Address........ 11214 Holiday Drive ******* --------------------- Clipper Mills CA 95930 *v5.10* Documentation Author... Donna J. Benson ******* Building Permit # ; JJ Permit Processing ; 13250 Bianca Ln ; Plan Check / Date ; Grass Valley, CA 95949 ; 530-274-2331 Field Check/ Date ; Climate Zone........... 16 - --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by'Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-STEPHENS Wth-CTZ16S92 Program -FORM C -2R ; User#-MP1697 User -JJ Permit Processing Run -Typical House ; ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design ---------- Design ---------- Margin = ---------- _ _----------------------- = Space Heating.......... 40.93 44.21 -3.28 = = Space Cooling.......... 6.24 3.76 2.48 - Water Heating.......... 13.10 11.85 1.25 = = Total 60.27 59.82 0.45 = _ *** Building complies ----------------------------------------------------------------- ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1984 sf Building Type .............. Single Family Detached Construction Type New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units..., 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised 1 19840 0 sf Floor cf 20.5 % of floor area 0.55'Btu/hr-sf-F 0.65 10 ft COMPUTER METHOD SUMMARY Page 2 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Les Stephens Date..03/01/01 14:59:08 -, MICROPAS5 v5.10 File-STEPHENS Wth-CTZ16S92 Program -FORM C -2R ; User#-MP1697 User -JJ Permit Processing Run -Typical House ; ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 1984 19840 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES FENESTRATION SURFACES Area U- Insul Act Solar Form .3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments -------------- HOUSE ------ ----- ----- --- ---- ----- ------------ ---------------- 1 Wall 320 0.065 17.8 0 90 Yes W.19.2X6.16 0.650 2 Wall 400 0.065 17.8 90 90 Yes W.19.2X6.16 0.550 3 Wall 560 0.065 17.8 180 90 Yes W.19.2X6.16 16.0 4 Wall 490 0.065 17.8 270 90 Yes W.19.2X6.16 (S) 5 Roof 1984 0.029 38 n/a 0 Yes R.38.2X12.16 Attic 6 Door 20 0.330 0 0 90 Yes None Solid Wood 7 Floor 1984 0.037 19 n/a 0 No FC.19.2X8.16 To Outside FENESTRATION SURFACES OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Area U- Act Rght Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- HOUSE Ext Ext ----- ----- ----- --- ---- -------------- -------------- 1 Window Front (N) 40.0 0.550 0.650 0 90 Standard/0.76 Standard/0.68 2 Window Front (N) 40.0 0.550 0.670 0 90 Standard/0.76 Standard/0.68 3 Window Left (E) 16.0 0.550 0.650 90 90 Standard/0.76 Standard/0.68 4 Window Back (S) 12.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 5 Window Back (S) 48.0 0.550 0.670 180 90 Standard/0.76 Standard/0.68 6 Door Back (S) 178.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 7 Window Right (W) 38.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 8 Door Right (W) 34.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf) Wdth Hgth Dpth Hght ---- Ext Ext Ext Dpth Hght Ext Dpth Hght ----------- HOUSE ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 Window 40.0 n/a 8.66 2.0 1.33 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 40.0 n/a 8.66 2.0 1.33 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 16.0 n/a 8.66 2.0 1.33 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 12.0 n/a 8.66 10.0 1.33 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 48.0 n/a 8.66 10.0 1.33 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------------------------------------------------- Project Title.......... Les Stephens Date..03/01/01 14:59:08 MICROPAS5 v5.10 File-STEPHENS Wth-CTZ16S92 Program -FORM C -2R ; User#-MP1697 User -JJ Permit Processing Run -Typical House ; ---------------------------------------------=--------------------------------- Surface 6 Door 7 Window 8 Door OVERHANGS AND SIDE FINS ----------------------- ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 178.0 n/a 8.66 10.0 1.33 n/a n/a n/a n/a n/a n/a n/a n/a 38.0 n/a 8.66 2.0 1.33 n/a n/a n/a n/a n/a n/a n/a n/a 34.0 n/a 8.66 2.0 1.33 n/a n/a n/a n/a n/a n/a n/a n/a Minimum System Type Efficiency ---------------- ------------ HOUSE Furnace 0.780 AFUE ACSplit 10.00 SEER HVAC SYSTEMS ------------ Duct Duct Tested Duct ACCA Duct Location R -value Leakage Manual D Eff --------------------------------------------- CVCrawlspace R-4.2 No CVCrawlspace R-4.2 No WATER HEATING SYSTEMS -------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ----------- ------------=------ ------ -------- 1 Storage Gas Standard 1 0.58 No 0.695 No 0.762 Tank External Size Insulation (gal) R -value ------ ---------- 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS HVAC SIZING Page 1 HVAC Project Title.......... Les Stephens Date..03/01/01 14:59:08 Project Address........ 11214 Holiday Drive ******* --------------------- Clipper Mills CA 95930 *v5.10* Documentation Author... Donna J. Benson ******* ; Building Permit # ; JJ Permit Processing ; 13250 Bianca Ln ; Plan Check / Date ; Grass Valley, CA 95949 ; 530-274-2331 Field Check/ Date Climate Zone........... 16 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-STEPHENS Wth-CTZ16S92 Program -HVAC SIZING ; User#-MP1697 User -JJ Permit Processing Run -Typical House ; ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 1984 sf Volume ..................... 19840 cf Front Orientation.......... Front Facing 0 deg (N) Sizing Location............ DOBBINS Latitude ................... 39.4 degrees Winter Outside Design...... 29 F Winter Inside Design....... 70 F Summer Outside Design...... 101 F Summer Inside Design....... 78 F Summer Range ............... 31 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all Heating Cooling Description --------------------------------- (Btuh) ----------- (Btuh) ----------- Opaque Conduction and Solar...... 10409 5087 Glazing Conduction ............... 9155 5136 Glazing Solar .................... n/a 11864 Infiltration ..................... 11699 3877 Internal Gain .................... n/a 2100 Ducts ............................ 3126 1403 Sensible Load .................... 34389 29468 Latent Load ...................... n/a 5894 Minimum Total Load ----------- 34389" ----------- 35361 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all HVAC SIZING Page 2 ,HVAC ------------------------------------------------------------------------------- Project Title.......... Les Stephens Date..03/01/01 14:59:08 MICROPAS5 v5.10 File-STEPHENS Wth-CTZ16S92 Program -HVAC SIZING ; User#-MP1697 User -JJ Permit Processing Run -Typical House ------------------------------------------------------------------------------- factors when selecting the HVAC equipment. February 21, 2001 Les Stephens P.O. Box 128 Clipper Mills, CA 95930 tepartment ofDevelopment Assessor Parcel Number: 073-280-020 Building Permit Number: 01-0239 Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Services This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will. expedite the re -check and approval of this project. PART — I Provideadditional information and/or make revisions to plans, specifications and calculations as follows: 1. Please have the engineer put all of his requirements and details on the plans, key all of his details to the plans, and put all schedules on the plans. (2 sets) Have him identify all trusses as to location, and identify all beams on the roof -framing plan. We don not send calculations into the field, nor do we send details that are not keyed to the plans. 2. Please indicate what size studs you are using. (Probably 2x6 to accommodate R-19 insulation) 3. Please have the energy calculations re -done to include the fixed glazing areas above the two sliders in the back. ALL glazing must be included in the energy calculations. 4. I am returning one copy of your engineer's calculations and the energy calculations to you along with 2 sets of plans. They are here in our Oroville office for you to pick up. 5: Plan review has not been done and will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. 6. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addresses in separate correspondence. 1 of 2 0 PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET, or may have been asked for in Part I above. 1. Provide 2 sets of California licensed architect or registered engineer -designed plans. Please be sure to include on the resubmittal the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 2. Provide energy design compliance and supporting documentation. 3. Pay Balance of Building Permit fees in the amount of $1042.80 4. Pay impact fees: 4. L'Complete and return the Butte County School Impact fee certification form. 4.2. Sheriff fees = $360.00. 5. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 6. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Linda Simpson Plans Examiner 2 of 2 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner:,�� iy� Building Permit Number: Q a Plans Examiner: Linda Simpson A. P. Number: G ERAL: Zoning requirements — (number of permitted living units). -tans signed by the designer. P oper description of work on the application. sting violations on the property. Recorded notice of violation. y Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or strictures. fF rading, fills and/or drainage. lood hazardpecial conditions on Parcel Map: oise E]SRA E]Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage feesederal Aid Route and/or Federal Aid Secondary Route setback requirement. uilding or utilities across lot lines (Lot merger approval by Butte County Land Development.) OR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). 1 habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). F in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). titer heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). arage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building.Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). ower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). M UCTURA,L DETAILS: raced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall es must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. _ 3 Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. 7 Roof construction details complete enough to construct building. fireplace construction details and calculations if necessary. Garage door header size(s). Porch header size(s). Typical header size(s). Stud heights. gh expansive soil — special foundation design required. etaining walls requiring design. Gypsum wallboard nailing inspection required. the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction - esign requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. SCELLANEOUS ITEMS: fairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). rick or stone veneer (Uniform Building Code section 1403). xterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 3.6" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). and requirements. nergy design compliance and supporting documentation. DF responsible area requirements. U IN G PERMIT REQUIREMENTS: 1. SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub-Standard Housing letter. Page 2 of 2 March 13, 2001 Les Stephens P.O. Box 128 Clipper Mills, CA 95930 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 01-0239 Assessor's Parcel Number: 073-280-020 This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide shear transfer details of the roof diaphragm connection at the eaves, gable ends and interior shear walls. �axProvide truss details with bearing points that match the rear of the house. The bearing point locations shown on truss D do not correspond with the floor plan near Obedrooms 1 and 4. O� , �P ovide a no. 4 bar at the top and bottom of foundation stemwalls in accordance with. nti .B.C. Sec. 1806.7.1. The plans indicate no. 3 bars. /y, V Provide header sizes for all openings including the garage door. �rovi/ppost sizes for all posts supporting point loads. de ' Specify type, length and nailing requirements of the rafter strap shown on section B- B on sheet 4. Show size of the post and beam supporting the ridge. V/ ndicate size of the vertical support shown in the truss B detail. What is the purpose of the ridge beams if trusses are to be used? How will you install both? Please clarify or remove the ridge beams. Plan check will continue upon receipt of the above items. If you wish to discuss these requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, &Loz,� 4",� Philo Hunt, P.E. Plan Check Engineer cc: David Lincoln, P.E. v LINCOLN & LUNG CIVIL ENGINEERING& ENVIRONAMNTAL SERVICES 10180 South Ponderosa Way Rough & Ready CA 95975 Phone (530) 273-0503 Fax (530) 274-3415 March 20, 2001 Philo Hunt, P.E. 7 County Center Drive Oroville, CA 96965 Re: Building Permit Number: 01-0239 Assessor's Parcel Number: 073-280-020 Dear Philo Hunt, This letter is in response to your letter dated March 13, 2001. We have reviewed your concerns and the changes are as follows. 1. A detail sheet has been added as sheet 8 to the plans and details have been referenced on sheet 3 of the plans. 2. Dashed lines have been added to detail "D" to indicate the design for the 4' hall section of the home. 3. The #3 rebar has been changed to #4 rebar on sheet 2. 4. Header sizes are indicated on sheet 5 of the plans and the garage door header size has been noted on sheets 3 & 5 of the plans 5. Post sizes and locations have been indicated on sheet 5 of the plans. 6. The strap type, size and nailing has been indicated on section B -B, sheet 4 of the plans.. 7. Size of vertical member on truss detail "B" has been indicated on sheet 4. 8. The Ridge Beams have been removed in the area where there are trusses. If you have any questions please feel free to call the office at (530) 273-0503. CE 27126 civil/structural engineering • surveying • septic systems • hazardous materials • use permits • mine waste remediation • subdivisions • parcel splits • lot line adjustments • water system design Established 1977 In order to expedite the review of your plans, please complete the following information and return this form with your m.SIA106tta this form is not complete, as to all correction items. we will not be able to accept Your re -submittal for review. 7UM must be a response to every item .requested in our plan correction letter. "By others" is not considered a valid response. Please Indicate response to each item and the location where the information can be found on the planslcalcs• ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINILL Puw ER 5—wx� CHECK LETTER PLAN CHECK REM 8 RESPONSE BY: LOCATION ON PLANS/CALCS: Pert — I 0QVL C21 r L� COMMENTS: _( v/ c.d o �• c-yN a l/ c Y1 D % J fit / a 1 c I-(• ?-. G j- r^ 0Y) P�q MT /yrs PLAN CHECK ITEM M J- RESPONSE BY: ® o -Yl, /' e-0 Y, LOCATION ON PLANS%CALCS: �✓lc.,r c� � C- e s LOCATION ON PLANS/CALCS: COMMENTS: —` +�' v h e. •� PLAN CHECK ITEM N #3 RESPONSE BY: r r, + py-0 C�C�SS i n � LOCATION ON PLANS%CALCS: �✓lc.,r c� � C- e s COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ti Lincoln and Long, Civil Engineering and Environmental Services 10180 South Ponderosa Way, Rougtrand Ready, CA 95975 (530) 273-0503 (Main/Fax) or (530) 274-3415 t Prosect; APN: '% 3— :z S — z o �a� }e co. Permit Number: Design Conditions: Snow Load = -7 psi Vertical Seismic Snow Load Reduction = Seismic Zone = 3 'r Wind Load = -7-s- /,A aH ' ;Exposure C Design Calculations: David L. Lincoln, P.E. Lincoln and Long Civil Engineering and Environmental Services :. �a LE SIOA, 10180 So. Ponderosa Way o� Rough and Ready, CA 95975 (530)' 273-0503 CI C • Calculation Results / Specifications are shown in clouded areas. Calculations in accordance with UBC 1997 Structural Provisions. • Note: Refer to Simpson Wood Construction Connectors Manual fo © _ 39 installation specifications. OU E Ot311'� t i WkDONC DEP^RTMEN, APP ovFr civil engineering/ environmental engineering / surveying /septic systems / structu ra / engineering / use permits / subdivisions / parcel splits / lot line adjustments Esroblished 1977/LE C d�0y l Shear Wall Schedule Tavi. o (A ) Use 3/8' OSB (or equivalent) nailed with 8 -D's @ 6" O.C. edges, 12' O.C. int. (min.) and 1/2' x 10° AB's / 2'x2'x3/16' BP's @ 5' O.C. (K) Use 3/8' OSB (or equivalent) nailed with 8 -D's @ 4' O.C. edges, 12" O.C. int. (min.) " � x 10' AB's / 2'x2"x3/16" BP's @ 48" O.C. • Use 3/8' OSB (or equivalent) nailed with 8 -'D's @ 4' O,C, edges, 12' O.C. int. (min.) —�.L— • Framing members receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member with staggered nailing at joints. • Foundation sill plate receiving edge nailing from abutting panels shall be 3' x nominal P.T. member. Install W x 10" AB's / 2"x2"x3/16" BP's @ 24' O.C. Use 3/8' OSB (or equivalent) nailed with 8 -D's @ 3' O,C, edges, 12" O.C, int. (min.) • Framing members receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member with staggered nailing at joints. • Foundation sill plate receiving edge nailing from abutting panels shall be 3' x nominal P.T. member. Install'V X 10" AB's / 2"x2'x3/16' BP's @ 12" O.C. (� ) .• Use 3/8' OSB (or equivalent) nailed with 8 -D's @ 2' O,C, edges, 12' O.C. int. (min.) _�L • Framing members receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member with staggered nailing at joints. • Foundation sill plate receiving edge nailing from abutting panels shall be 3' x nominal P.T. member. Install 5/8' X 10" AB's / 2"x2"x3/16" BP's @ 24" O.C. Q• Use 3/8' OSB (or equivalent) nailed with 8 -D's @ 2' O,C, edges, 12' O.C. int. (min.) • Framing members receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member with staggered nailing at joints. • Foundation sill plate receiving nailing from abutting panels shall be 3" x nominal P.T. member. Install 5/8' � x 10" AB's / 2°x2"x3/16" BP's @ 12" O.C. • Use Simpson MST -27 (or equivalent) strap tie between floors/ across plate breaks. • Use Simpson MST -37 (or equivalent) strap tie between floors/ across plate breaks. • Use Simpson MST -48 (or equivalent) strap tie between floors/ across plate breaks. • Use Simpson MST -60 (or equivalent) strap tie between floors/ across plate breaks. D• Use Simpson STHD8 Holdowns (or equivalent) with minimum 1 W edge -distance or Simpson LTT131 w/ 5/8' x 12' B Hex -Head bolt w/ min. embedment = 8'. • Use Simpson STHD10 Holdowns (or equivalent) with minimum 1 %' edge distance. • Use Simpson STHD14 Holdowns (or equivalent) with minimum 1 %" edge distance or Simpson HTT22 w/ SSTB24 min embedment = 25". O• Use Simpson PHD2 Holdowns (or equivalent) with 5/8' � x 10' AB's w/ SSTB 16 (min. 12' embedment). . 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X l Z 0 'ray— I"/,!;! T4,4. fph1 ' 73 hal�wa/ ra� a 4er 3 'ritrtouUa 75 8c) - a 7.7o_2_0 ZMA *-=-. 7 -56 0'( 3 i -C O 3 -P AO y_U -- 77-20-3a-60 17-720 OL75 i W Po- � -e_ / t��o Sin, C�20 0 i o J Vvs.5. AY)CA-)\15)s 0n YJex� yqcc� ut Memoer it Tension Compression Reaction # Force Direction M5 1 1873.08 1 0.0.0 Left M7 2 • 988 .71 2 1628.67 Up 3 972.06 3 2034.33 Up ~)/ 4 1675.33 C 5 93.33 6 988.71 7 1086.76 8 2034.33 9 0.00 I� PL'YWOC>O GvsseTS �v �� / cc.x 102 C��-u>✓� i ,Cates N/�Il.5 'ib 41coMK4ah . s:C14--e V1uvK6e,r u • na-L(s 56LA.>It . 4o US�Ip Onj b Ork 5 ► D65 0r T,45 7P -u55 . 5/5 PUYW OD CsuSSET5 TO �E- I05TAL P 15'H �o I. 2 M 1 791 �E4 2 IOEA ,5a oh eO- 5 i d& igIt 791 8 Ua '8d ti \ 9 0.5 M2 / SQA Sd . 'f j ` 12x 12 G�s�ser M3 BEA 8d Y5 • u 8d b K 3p Guss E r 960.5 G EA 8 I M8 &�SSA►jX12 Sd 6 x A sA 8d Z. 8 EA Sd -� M5 bu�� ti 4- 7 " 8d . M7 8 eA 8d Mq Zx g b K 3p Guss E r 960.5 G EA 8 I M8 &�SSA►jX12 Sd Lincoln.& Long CE Title: 73.28-20 Job # 73-28-20 & Environmental Services Dsgnr. Dave Lincoln Date: 3:36PM, 31 JAN 01 10180 So. Ponderosa Way Description : Dan Waldren / Rough & Ready, CA 95975one Story Wood Frame Structure (530) 273-0503. Scope: Vertical Analysis J Rev. 530300 Usar: KW.0601808, Ver 5.1.3, 22-Jun.1999, WIn32 General Timber Beam Page ' (C)1,983-99 ENERCALC _n ;,_l 90 - - .amu, Description South Porch Beam General Information Span= 12.00ft, Beam Width = 5.500in x Depth=13.5in, Ends are Pin -Pin Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x14 -0.163 in Center Span 12.00ft .....Lu 0.00 ft Beam Width 5.500 in Left. Cantilever ft .....Lu 0.00 ft Beam Depth 13.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch (North), No. 1 /No. 2 Maximum Moment 51.899 int Fb Base Allow 850.0 psi Load Dur. Factor 1.150 FvAllow 95.0 psi Beam End FL* Pin -Pin Fc Allow 625.0 psi 13.4 k -ft E 1,600.0 ksi Full Len h Uniform Loads Center DL 105.00 #/ft LL 525.00 #Ift Left Cantilever DL #!ft LL #/ft Right Cantilever DL #/ft LL # tft Beam Design OK Deflection ... Location ...Length/De#1 Stress Calcs Bending Analysis Ck 32.811 Le Cf 0.987 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv, Allowable Bearing @ Supports Max Left Reaction Max Right Reaction Query Values Dead load Span= 12.00ft, Beam Width = 5.500in x Depth=13.5in, Ends are Pin -Pin Left Cantilever... -0.027 in -0.163 in Deflection 6.000 ft Max Stress Ratio 0•844 : 1 5,303.7 883.95 Right Cantilever... @ Left Support @ Right Support Deflection Maximum Moment 51.899 int 11.3 k -ft Maximum Shear * 1.5 5.7 k Bearing Length Req'd 3.78 k Allowable 13.4 k -ft Allowable 8.1 k Max Positive Moment 11.34k -ft at 6.000 ft Shear. @ Left 3.78 k Max Negative Moment 0.00 k -ft at 12.000 ft @ Right 3.78 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.041 in Max M allow 13.43Reactions... @ Right 0.000 in fb 814.55 psi fv 76.36 psi Left DL 0.63 k Max 3.78 k Fb 964.79 psi Fv 109.25 psi Right DL 0.63 k Max 3.78 k Deflections Deflection ... Location ...Length/De#1 Stress Calcs Bending Analysis Ck 32.811 Le Cf 0.987 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv, Allowable Bearing @ Supports Max Left Reaction Max Right Reaction Query Values Dead load Total Load Left Cantilever... -0.027 in -0.163 in Deflection 6.000 ft 6.000 ft ...Length/Defl 5,303.7 883.95 Right Cantilever... @ Left Support @ Right Support Deflection '5.67 k 51.899 int ... LengttVDefl 0.000 ft Sxx 167.063 in3 Area 0.000 CI 0.000 Max Moment Sxx Redd 11.34 k -ft 141.05 in3 0.00 k -ft 0.00 in3 0.00 k -ft 0.00 in3 @ Left Support @ Right Support 5.67 k '5.67 k 51.899 int 51.899 int 109.25 psi 109.25 psi 3.78 k Bearing Length Req'd 3.78 k Bearing Length Req'd 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 74.250ln2 �etL0EE5; Allowable fb 964.79 psi 964.79 psi 964.79 psi 1.100 in 1.100 in ��p t-• ZINC, Q� Ao. 27f , M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 3.78 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft O.OQ k -ft 0.00 k 0.0000 in t Lincoln & Long CE & Environmental Services 10180 So. Ponderosa Way Rough & Ready, CA 95975 (530) 273-0503 Title: 73-28-20 Job # 73-28-20 Dsgnr: Dave Lincoln Date: 3:36PM, 31 JAN 01 Description : Dan Waldren One Story Wood Frame Structure Scope: Vertical Analysis / C' C 0 J Rev. 510300 ' User KW'0601808, ver 5.1.3, 22 -Jun -1999, Win32. Timber Beam & Joist Page 1 (c) 1993.99 ENERCALC cAec\73.28.20 (cill).ecw:Calculations Description Deck Joists & Beams Timber Member Information ft #/ft #/ft calculations are designed to 1997 NDS and 1997 UBC Requirements 12.00 60.00 450.00 5.00 20.00 150.00 Deck Joists Rec v -Girder oists @ 24" OC -ront Deck Gird Timber Section 0.9296 2x10 6x12 2x6 4x8 Beam Width in 1.500 5.500 1.500 3.500 Beam Depth in 9.250 11.500 5.500 7.250 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 Timber Grade 665.3 iouglas Fir - Larch louglas Fir • LarchDouglas Fir - Larch Douglas Fir • Larch Fb - Basic Allow psi 850.0 850.0 850.0 850.0 Fv - Basic Allow psi 95.0 95.0 95.0 95.0 Elastic Modulus ksi 1,600.0 1,600.0 1,600.0 1,600.0 Load Duration Factor Fv : Allowable 1.000 1.150 1.000 1.000 Member Type 95.0 Sawn Sawn Sawn Sawn Repetitive Status Shear OK No No Repetitive No Center Span Data -0.221 -0.188 -0.063 -0.097 Span Dead Load Live Load ft #/ft #/ft 12.00 10.00 75.00 12.00 60.00 450.00 5.00 20.00 150.00 8.00 25.00 187.50 Results Ratio = 0.9180 0.9296 0.6702 0.6523 Mmax @ Center in -k 18.36 110.16 6.37 20.40 @ X = ft 6.00 6.00 2.50 4.00 fb : Actual psi 858.3 908.7 843.0 665.3 Fb : Allowable psi 935.0 977.5 1,270.8 1,020.0 750.00 Max DL+LL Bending OK Bending OK Bending OK Bending OK fv : Actual psi 48.1 61.5 63.7 43.0 Fv : Allowable psi 95.0 109.3 95.0 95.0 -0.013 L/Defl Ratio Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 60.00 360.00 50.00 100.00 LL lbs 450.00 2,700.00 375.00 750.00 Max DL+LL lbs 510.00 3,060.00 425.00 850.00 @ Right End DL lbs 60.00 360.00 50.00 100.00 LL lbs 450.00 2,700.00 375.00 750.00 Max DL+LL lbs 510.00 3,060.00 425.00 850.00 Deflections Center DL Deft in -0.029 -0.025 -0.008 -0.013 L/Defl Ratio 4,885.6 5,737.3 7,098.9 7,410.0 Center LL Deft in -0.221 -0.188 -0.063 -0.097 L/Defl Ratio 651.4 765.0 946.5 988.0 Center Total Defl in -0.251 -0.213 -0.072 -0.110 Location ft 6.000 6.000 2.500 4.000 L/Defl Ratio 574.8 675.0 835.2 871.8 10 l Linceln & Long CE & Environmental Services 10180 So. Ponderosa Way Rough & Ready, CA 95975 (530) 273-0503 Title: 73-28-20 Job # 7323-20 Dsgnr: Dave Lincoln Data: 3:36PM, 31 JAN 01 Description: Dan Waldren One Story Wood Frame Structure {nom Scope: Vertical Analysis / / U Rev. 510300 User: KW -0601808. Ver 5.1.3, 22•Jun•1999, WIn32 Timber Beam & Joist Page 1 (1) 198399 ENERCALC cAec\732$•20 (dll).ecw:Calculatlons Description Floor Joists & Beams Timber Member Information calculations are designed to 1997 NDS and 1997 UBC Requirements Living Rm. Gird!droom Girders Timber Section ft 4x12 4x12 Beam Width in 3.500 3.500 Beam Depth in 11.250 11.250 Le: Unbraced Length ft 0.00 0.00 Timber Grade Ratio= 0.8344 louglas Fir • Larch louglas Fir • Larch Fb - Basic Allow psi 850.0 850.0 Fv - Basic Allow psi 95.0 95.0 Elastic Modulus ksi 1,600:0 1,600.0 Load Duration Factor 780.2 1.000 1.000 Member Type psi Sawn Sawn Repetitive Status No No Center Span Data Span ft 8.00 5.00 Dead Load #/ft 120.00 330.00 Live Load #/ft 480.00 1,150.00 Results Ratio= 0.8344 0.9377 Mmax @ Center in -k 57.60 55.50 @ X = ft 4.00 2.50 fb : Actual psi 780.2 751.7 Fb : Allowable psi 935.0 935.0 Bending OK Bending OK fv : Actual psi . 70.2 89.1 Fv : Allowable psi 95.0 95.0 Shear OK Shear OK Reactions @ Left End DL lbs 480.00 825.00 LL lbs 1,920.00 2,875.00 Max DL+LL lbs 2,400.00 3,700.00 @ Right End DL lbs 480.00 825.00 LL lbs 1,920.00 2,875.Ob Max DL+LL lbs 2,400.00 3,700.00 Deflections Center DL Defl in -0.017 -0.007 L/Defl Ratio 5,768.0 8,591.1 Center LL Defl in -0.067 -0.024 L/Defl Ratio 1,442.0 2,465.3 Center Total Defl in -0.083 -0.031 Location ft 4.000 2.500 L/Defl Ratio 1,153.6 1,915.6 T t Lincoln & Long CE & Environmental Services 10180 So. Ponderosa Way Rough & Ready, CA 95975 (530) 273-0503 Rev. 510300 User. KW.0601808, Ver 5.1.3, 22-Jun1999, WIn32 (c) 1983.99 ENERCALC Description Roof Rafters and Beams Title: 73-28-20 Job # 7328-20 Dsgnr. Dave Lincoln Date: 3:36PM, 31 JAN 01 Description: Dan Waldren c� One Story Wood Frame Structure Scope: Vertical Analysis Timber Beam & Joist Page 1 Timber Member Information ft Calculations are designed to 1997 NDS and 1997 UBC Requirements 16.00 9.00 ;ed Rafter @ 161orth Porch Bea droom 3&4 Bea CJ @ 24" OC Bed 1&2 HDR tatters @ 16" 0 ;ear Garage Rat Timber Section Dead Load 2x8 6x14 6x12 2x8 4x12 2x12 2x12 Beam Width in 1.500 5.500 5.500 1.500 3.500 1.500 1.500 Beam Depth in 7.250 13.500 11.500 7.250 11.250 11.250 11.250 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 0.00 0.00 1.15 Timber Grade Uniform Dead Load )ouglas Fir - Larch )ouglas Fir - LarchDouglas Fir - Larch Douglas Fir - Larch Douglas Fir - LarchDouglas Fir - Larch Douglas Fir • Larch Fb - Basic Allow psi 850.0 850.0 850.0 850.0 850.0 850.0 850.0 Fv - Basic Allow psi 95.0 95.0 95.0 95.0 95.0 95.0 95.0 Elastic Modulus ksi 1,600.0 1,600.0 1,600.0 1,600.0 1,600.0 1,600.0 1,600.0 Load Duration Factor 87.48 1.150 1.150 1.000 1.000 1.000 1.150 1.000 Member Type 4.50 Sawn Sawn Sawn Sawn Sawn Sawn Sawn Repetitive Status 0.00 Repetitive No No Repetitive No Repetitive Repetitive Center Span Data 721.6 584.4 757.4 768.4 1,164.6 Fb : Allowable psi 1,349.0 Span ft 9.50 16.00 9.00 16.00 6.00 -12.00 17.00 Dead Load #/ft 13.30 45.00 120.00 20.00 173.00 13.30 10.00 Live Load #/ft 99.50 337.50 600.00 8.000 862.50 100.00 75.00 Cantilever Span Span ft 2.00 Uniform Dead Load #/ft 13.30 Uniform Live Load #/ft 100.00 Results Ratio= 0.8615 0.9113 0.8490 0.4982 0.8571 0.6836 1.2059 Mmax @ Center in -k 15.27 146.88 87.48 7.68 55.92 24.31 36.85 @ X = ft 4.75 8.00 4.50 8.00 • 3.00 6.00 8.50 Mmax @ Cantilever in -k 0.00 0.00 0.00 0.00 0.00 -2.72 0.00 fb ! Actual psi 1,162.1 879.2 721.6 584.4 757.4 768.4 1,164.6 Fb : Allowable psi 1,349.0 964.8 850.0 1,173.0 935.0 1,124.1 965.7 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK OverStress fv : Actual psi 65.0 53.4 60.9 20.5 81.4 52.9 57.5 Fv : Allowable psi 109.3 109.3 95.0 95.0 95.0 109.3 95.0 Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 63.17 360.00 540.00 160.00 519.00 77.58 85.00 LL lbs 472.62 2,700.00 2,700.00 0.00 2,587.50 600.00 637.50 Max DL+LL lbs 535.80 3,060.00 3,240.00 160.00 3,106.50 677.58 722.50 @ Right End DL lbs 63.17 360.00 540.00 160.00 519.00 108.62 85.00 LL lbs 472.62 2,700.00 2,700.00 0.00 2,587.50 816.67 .637.50 Max DL+LL lbs 535.80 3,060.00 3,240.00 160.00 3,106.50 925.28 722.50 Deflections Center DL Defl in L/Defl Ratio Center LL Deft in L/Defl Ratio Center Total Defl in Location ft L/Defl Ratio Cantilever DL Defl it Cantilever LL Defl it Total Cant. Defl it L/Defl Ratio -0.032 -0.037 -0.016 -0.387 3,564.8 5,220.8 6,799.8 496.2 -0.239 -0.276 -0.079 0.000 476.5 696.1 1,360.0 0.0 -0.271 -0.313 -0.095 -0.387 4.750 8.000 4.500 8.000 420.3 614.2 1,133.3 496.2 -0.008 9,483.6 -0.038 1,902.2 -0.045 3.000 A - I -0.020 7,079.7 -0.164 878.9 -0.184 6.000 781.9 0.010 0.076 0.086 555.7 -0.066 3,091.4 -0.495 412.2 -0.561 8.500 363.7 JON % =73 -a C7 __..�1 , .._ . BOO � i V e Yyl) c c- 1 Ayl cJ \ 3 7,<,f 0 -,-2 (30 G 100-10 ------- - - - --- QROEES$/0 P. SO _ -- - -- _-v-J- _ -3 LI ------- - - - --- QROEES$/0 P. Lincoln ld Lon& Civil Engineering and Environmental Services. 10180 South Ponderosa Way, Rough and Ready, CA 95975 (530) 273-0503 (Main/Fax) or (530) 274-3415 Project: APN: 73-280-020 Permit Number: Design Conditions:, Roof Live Load = 50 psf Vertical Seismic -r�slos. Snow Load Reduction = 0 0 r® Seismic Zone = 3 °' 278 Wind Load = 75 MPH ;Exposure B n Soil Bearing Capacity = 1000 psf ions: David L. Lincoln, P.E. Lincoln and Long Civil Engineering and Environmental Services 10180 So. Ponderosa Way Rough and Ready, CA 95975 (530) 273-0503 • Calculation Results / Specifications are shown in clouded areas. • Calculations in accordance with UBC 1997 Structural Provisions. • Note: Refer to Simpson Wood Construction Connectors Manual for installation specifications. • For this single -story wood structure with light roof covering and low design snow load wind governs the lateral design. civil engineering / environmental eng�ineeci�g¢/y eking / septic systems /structural engineering / use perthits /'subdivisions rcel splits/ l d,nit shed 1977 PAG .r i � ' --` -----```- ------ `—`-----'--- --------`--------`-------` � � � � ----------'------ , . � ------'--------------------------------- ' � �^ ;t Lincoln & Long CE _ Title : 73-280-02 Job it 73-280-02 DL & Environmental Services Dsgnr: Dave Lincoln Date: 10:52AM, 15 MAY 01 10180 So. Ponderosa Way Description : Les & Tracy Stephens 11214 Holiday Dr. Rough &Ready, CA 95975 Scope: Vertical & Lateral 530) 273-0503 Analysis Rev. 5103W User: Kw.0601808. Ver 5.1.3, 22Jun- 1999, W1n32 - Plywood Shear Wall & Footing Page 1 (c) 1983.99 ENERCALC __________ ____ __ __ a:\73280.02 dll.ecw:Calculations Description Front Garage Shearwalll General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 8.500 ft End Post Dimension 3.50 Plywood Grade Grade GD Wall Height 8.000 ft Seismic Factor 0.000 Nail Size 8d Wall Weight 13.000 psf Nominal Sill Thick. 2.00 Thickness 3/8" Ht / Length 0.941 Stud Spacing 16.00 in Strut Force Applied @ Top of Wall 0.00 lbs Point Load # 1 0.00 lbs at Point Load # 2 0.00• lbs at Point Load # 3 0.00 lbs at Uniform Load # 1 0.00 Wit HD2, Capacity = 2815lbs Uniform Load # 2 0.00 #/ft PHD2, Capacity = 3610lbs Lateral Loads... HD5A, Capacity = 4010lbs Uniform Shear @ Top of Wall 308.00 #tft Uniform Shear @ Top of Wall 0.00 #aft Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# 0.00 it 0.00 ft ft 0.00 ft to 0.00 it 0.00 ft to 0.00 ft 8.500 ft = 2,618.00 lbs 8.500 ft = 0.00 lbs ,Allow, Design OK Wall Summary... Using 3/8" Thick Grade C -D on 1 side/s, Nailing is 8d at 4 in @ Edges, 8d at 12 in @ Field Applied Shear = 308.0#/ft, Capacity = 380.000#/ft -> OK Wall Overturning = 20,944.Oft-#, Resisting Moment = 3,757.Oft-#, End Uplift = 2,022.00Ibs Max. Soil Pressures: @ Left = 2,768.5psf, @ Right = 1,644.1 psf Sill Bolting: 1/2" Bolts @ 32.90in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = 32.03psi, Allowable = 109.54psi -> OK Bending Reinforcement Req'd @ Left = 0.23in2, @ Right = 0.36in2 Minimum Overturning Stability Ratio = 1.745: 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing..... HD2A, Capacity = 2775lbs HD2A, Capacity = 277516s HD2, Capacity = 2815lbs HD2, Capacity = 2815lbs PHD2, Capacity = 3610lbs PHD2, Capacity = 3610lbs HD5A, Capacity = 4010lbs HD5A, Capacity = 4010lbs 5T1405, C4jp4cit,/= —2050 Jbs 57-H0%C-P"14,)='.Q050lbs n E Lincoln & Long CE & Environmental Services 10180 So. Ponderosa Way Rough & Ready, CA 95975 (530) 273-0503 Rev. 510300 User: KW -0601808, Ver 5.1.3, 22•Jun•1999, Win32 (c) 1983.99 ENERCALC IPay12- q1/5- . Title: 73280-02 Job # 73-280-02 DL Dsgnr: Dave Lincoln Date: 10:52AM, 15 MAY 01 Description : Les & Tracy Stephens 11214 Holiday Dr. Scope: Vertical & Lateral Analysis Plywood Shear Wall & Footing Description Front Garage Shearwalll Page 2 �t7EE5.S/c•'�� UjV `ryl No.27n Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc. of Resultant @ Footing Centerline 7.461 ft 6.921 ft Soil Pressure @ LEFT Side of Footing 2,768.52 psf 0.00 psf Sal Pressure @ RIGHT Side of Footing. 0.00 psf 1,644.10 psf Moments... Actual Mu @ Left Wall Edge 6,921.47 ft-# 10,727.72 ft-# Actual Mu @ Right Wall Edge 1,141.88 ft-# 685.13 ft-# Shears... vu/.85 @ 'd' from Left Wall Edge 32.028 psi 2.902 psi vu/.85 @'d' from Right Wall Edge 6.219 psi 31.126 psi Allarvable Vn 109.545 psi 109.545 psi Overturning... Overturning Moment 23,562.00 -ft-# 23,562.00 ft-# Resisting Moment 41,120.88 ft-# 42,888.88 ft-# Overturning Stability Ratio 1.745:1 1.820 :1 �t7EE5.S/c•'�� UjV `ryl No.27n Lincoln & Long CE & Environmental Services 10180 So. Ponderosa Way Rough & Ready, CA 95975 (530) 273-0503 Rev. 510300 User: KW_0601808, Ver 5.1.3, 22-Jun•1999, WIn32 Description Garage Door HDR Title: 73-280-0.2 Dsgnr: Dave Lincoln Date: Description : Les & Tracy Stephens 11214 Holiday Dr. Scope : Vertical & Lateral Analysis General Timber Beam 'P_:'nje 515- . Job # 73-280-02 DL 10:52AM, 15 MAY 01 Page 1 General Information 1.9 k Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x12 6.0 k Center Span 10.50 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch (North), No. 1/No. 2 0.015 in Fb Base Allow 850.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi 1.26k 0.00 k -ft E 1,600.0 ksi Full Lengh UniformLoads zacr •,•:+•:�u: ;,..c.:,i�,.-,-s^•^.o,sn:as9;e,a.•,w•a .s rv.. ..czmrc+Aar...�uv-:::c-z�:x,o,fc�rt�m•:g��:•..c��c•�s.'ro�•cr��.e �axcaps�svnaMa-=s am: �zTxannB+aan .:cvs+;s�,� Left Canblever • Right• Span=10.50ft, Beam Width = 5.500in x Depth=11.5in, Ends are Pin -Pin Max Stress Ratio 0.385 : 1 Maximum Moment 3.3 k -ft Maximum Shear1. Allowable 8.6 k -ft Allowable Max Positive Moment 3.31 k -ft at 5.250 ft Shear. Max Negative Moment 0.00 k -ft at 0.000 ft Max @ Left Support 0.00 k -ft Camber. Max @ Right Support 0.00 k -ft Max M allow 8.59 Reactions... fb 327.40 psi fV 29.88 psi Left DL 0.21 k Fb 850.00 psi Fv 95.00 psi Right DL 0.21 k Beam Design OK 5 1.9 k `�����. 6.0 k Bearing Length Req'd @ Left 1.26 k @ Right 1.26 k @ Left 0.000 in @ Center 0.015 in @ Right 0.000 in Max 1.26 k Max 1.26k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.010 in -0.059 in Deflection 0.000 in 0.000 in ...Location 5.250 ft 5.250 ft ...Length/Defl 0.0 0.0 ...Length/Defl 12,846.3 2,141.05 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 Stress Calcs Bending Analysis t�F�SS/Q Ck 35.186 Le 0.000 ft Sxx 121.229 in3 Area 63.250 int Cf 1.000 Rb 0.000 Cl 0.000��� 1. • L I,1 f� < Max Moment Sxx Rea'd Allowable fb 4 • C; @ Center 3.31 k -ft 46.69 in3 850.00 psi (1' @ Left Support 0.00 k -ft 0.00 in3 850.00 psi @ Right Support 0.00 k -ft 0.00 in3 850.00 psi 4 E ¢ Shear Analysis @ Left Support @ Right Support Design Shear 1.89 k 1.89 k Area Required 19.895 int 19.895 in2 Fv: Allowable 95.00 psi 95.00 psi Bearing @Supports `�����. Max. Left Reaction 1.26 k Bearing Length Req'd 0.367 in LY cA Max Right Reaction 1.26 k Bearing Length Req'd 0.367 in z Query Values M, V, & D @ Specified Locations Moment Shear - Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 1.26 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 . i n UnWI l and LM& Civil Engineering and Environmental Services 10180 South Ponderosa Way, Rough and Ready, CA 95975 (530) 273-0503 (Main/Fax) or (530) 274-3415 Project: APN: 73-280-020 Permit Number: Design Conditions: culations: Roof Live Load = 50 psf Vertical Seismic Snow Load Reduction = 0 0. Seismic Zone = 3 Wind Load = 75 MPH ;Exposure B Soil Bearing Capacity = 1000 psf David L. Lincoln, P.E. Lincoln and Long Civil Engineering and Environmental Services 10180 So. Ponderosa Way Rough and Ready, CA 95975COUNTY (530) 273-0503 WILDING ®EP . M • Calculation Results / Sp e-�ifications are shown in clouded area. rho F. • Calculations in accordance with UBC 1997 Structural Provisions. • Note: Refer to Simpson Wood Construction Connectors Manual for installation specifications. • For this single -story wood structure with light roof covering and low design snow load wind governs the lateral design. civil engineering /environmental engineering /surveying / septic systems /structural engineering / use permits / subdivisions / parcel splits / lot line adjustments Established 1977 TO PAGE 2 Lincoln & Long CE & Environmental Services 10180 So. Ponderosa Way Rough & Ready, CA 95975 (530) 273-0503 Rai 510300 Title: 73-280-02 Job # 73-280-02 DL Dsgnr: -Dave Lincoln Date: 10:52AM, 15 MAY 01 Description : Les 8 Tracy Stephens 11214 Holiday Dr.. Scope: Vertical & Lateral Analysis User, KW0801808, Ver 5.1.3, 22•Jun•1999, Win32 - Plywood Shear Wall & Footing (c) 1983.99 ENERCALC Description Front Garage Shearwalll . Page 1 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements # Plywood Layers 1 Wall Length 8.500 it End Post Dimension 3.50 in. Plywood Grade Grade C -D Wall Height 8.000 ft Seismic Factor 0.000 Nail Size 8d Wall Weight 13.000 psf Nominal Sill Thick. 2.00 Thickness 3/8" Ht / Length' 0.941 Stud Spacing 16.00 in Loads Vertical Loads... Point Load # 1 0.00 lbs at 0.00 ft Point Load # 2 0.00 lbs at 0.00 ft Point Load # 3 0.00 lbs at ft Uniform Load # 1 0.00 #/ft 0.00 ft to 0.00 ft Uniform Load # 2 0.00 #/ft 0.00 ft to 0.00 it Lateral Loads... Uniform Shear @ Top of Wall 308.00 #!ft 8.500ft = 2,618.00 lbs Uniform Shear @ Top of Wall 0.00 #/ft 8.500 it = 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Strut Force Applied @ Top of Wall 0.00 lbs Moment Applied @ Top of Wall 0.00 ft-# i Summary Design OK Wall Summary... Using 3/8" Thick Grade C -D on 1 side/s, Nailing is 8d at 4 in @ Edges, 8d at 12 in @ Field Applied Shear = 308.0#/ft, Capacity = 380.000#/ft -> OK Wall Overturning = 20,944.Oft-#, Resisting Moment = 3,757.Oft-#, End Uplift = 2,022.00lbs Max. Soil Pressures: @ Left = 2,768.5psf, @ Right = 1,644.1 psf Sill Bolting: 1/2" Bolts @ 32.90in, 5/8" Bolts @ 48.00in, 3/4" Bolts @ 48.00in Footing Summary... Max. Footing Shear = 32.03psi, Allowable = 109.54psi -> OK Bending Reinforcement Req'd @ Left = 0.23in2, @ Right = 0.36in2 Minimum Overturning Stability Ratio = 1.745: 1 Simpson Hold Down Options Choices for LEFT Side of Wall to Footing..... Choices for RIGHT Side of Wall to Footing HD2A, Capacity = 27751bs HD2A, Capacity = 2775lbs HD2, Capacity = 2815lbs HD2, Capacity = 28151bs PHD2, Capacity = 3610lbs PHD2, Capacity = 3610lbs HD5A, Capacity = 40101bs HD5A, Capacity = 4010lbs ST1405, CGp4�;t�/ : -)a50 )b3 ,St'HO% G•p«;+y �05C� 16s Lincoln & Long CE & Environmental Services 10180 So. Ponderosa Way Rough & Ready, CA 95975 (530) 273-0503 -P65,2- q1" Title: 73.280-02 Job # 73-280-02 DL Dsgnr: Dave Lincoln Date: 10:52AM, 15 MAY 01 Description : Les & Tracy Stephens 11214 Holiday Dr. Scope: . Vertical & Lateral Analysis Um 510300 ser: KW -0601808, ver 5.1.3, 22.Jun.1999, W1n32 .Plywood. Shear Wall & Footing (c) 1983.99 ENERCALC Description Front Garage Sheatwalll Page 2 Footing Analysis Lateral Forces Acting in Direction Soil Pressures... To Left... To Right... Ecc.. of Resultant @ Footing Centerline 7.461 ft 6.921 ft Sal Pressure @ LEFT Side of Footing 2,768.52 psf 0.00 psf Sal Pressure @ RIGHT Side of Footing. 0.00 psf 1,644.10 psf Moments... Actual Mu @ Left Wall Edge 6,921.47 ft -4 10,727.72 ft-# Actual Mu @ Right Wall Edge 1,141.88 ft-# 685.13 ft-# Shears... vu/.85 @'d' from Left Wall Edge vu/.85 @'d' from Right Wall Edge Allowable Vn Overturning... Overturning Moment Resisting Moment Overturning Stability Ratio 32.028 psi 6.219 psi 109.545 psi. 23,562.00 ft-# 41,120.88 ft-# 1.745 :1 2.902 psi 31.126 psi 109.545 psi 23,562.00 ft-# 42,888.88 ft-# 1.820 :1 Lincoln & Long CE & Environmental Services 10180 So. Ponderosa Way Rough & Ready, CA 95975 (530) 273-0503 Title : 73-280-02 Job # 73-280-02 DL Dsgnr: Dave Lincoln Date: 10:52AM, 15 MAY 01 Description : Les & Tracy Stephens 11214 Holiday Dr. Scope : Vertical & Lateral Analysis Ree 510300 General Timber Beam Paye 1 User: 10300 1808, Ver 5.1.3, 22•J un•1999, WIn32 (c) 1483.99 ENERCALC a:\73.280.02 d1l.ecmCalculations Description Garage Door HDR General Information 0.00 k -ft at Calculations are designed to 1997 NDS and 1997 UBC Requirements , Section Name 6x12 0.00 k -ft Center Span 10.50 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever It .....Lu 0.00 ft Beam Depth 11.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch (North), No. 1/No. 2 Fb 850.00 psi Fv 95.00 psi Fb Base Allow 850.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End FD* Pin -Pin Fc Allow 625.0 psi 19.895 int 19.895 in2 E 1,600.0 ksi Full Lengh UniformLoads g-av «- - c. - - a ,r...e c v. ,..�,.P..,..sa,�,�:.�-�,,.,rxr �::��•r..�.�s.;,•�.w...�..�=v•��;rsc+a...aar?a-.rrvr.-sc"aa�-r;vx.nvxrrsuw�.•v_ccx�e�tc�c• - ,^.'acss��r�. ,.a� ;rsesr.zarss. Center DL • 1 11 #tft LL 200.00 Left Cantilever DL #Vft LL #tft Right Cantilever DL #tft LL #Ift Span=10.50ft, Beam Width = 5.500in x Depth=11.5in, Ends are Pin -Pin Max Stress Ratio 0•385 : 1 Maximum Moment 3.3 k -ft Maximum Shear ` 1.5 E Allowable 8.6 k -ft Allowable Max Positive Moment 3.31 k -ft at 5.250 ft Shear. @ Left Max Negative Moment 0.00 k -ft at 0.000 ft Max @ Left Support 0.00 k -ft 5.250 ft ...Length/Defl Max @ Right Support 0.00 k -ft 0.0 Max M allow 8.59 Reactions... fb 327.40 psi fv 29.88 psi Left DL Fb 850.00 psi Fv 95.00 psi Right DL Deflections anter span... Deflection ... Location ...Length/Defl Stress Calcs Bending Analysis Ck 35.186 Le Cf 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv. Allowable- Bearing llowableBearing @ Supports Max Left Reaction Max Right Reaction Query Values Camber. 0.21 k 0.21 k CON LVQl1 1 V,pl LVC>\• �.v.• v. -.....r -v. ... -0.010 in -0.059 in Deflection 5.250 ft 5.250 ft ...Length/Defl 12,846.3 2,141.05 Right Cantilever... 0.0 Deflection 46.69 in3 ...Length/Defl @ Right @ Left @ Center @ Right Max Max Beam Design OK 1.9 k 6.0 k 1.26 k 1.26 k 0.000 in 0.015 in 0.000 in 1.26 k 1.26k Loaa i otal L.oao 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 0.000 ft Sxx 121.229 in3 Area 63.250 int 0.000 Cl 0.000 0.00 k -ft Max Moment Sxx Read Allowable fb 3.31 k -ft 46.69 in3 850.00 psi 0.00 k -ft 0.00 in3 850.00 psi 0.00 k -ft 0.00 in3 850.00 psi @ Left Support @ Right Support 1.89 k 1.89 k 19.895 int 19.895 in2 95.00 psi 95.00 psi 1.26 k Bearing Length Req'd 0.367 in 1.26 k Bearing Length Req'd 0.367 in - I VO4'\' 40 A No, 219126 M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 1.26 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000. in CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... WaldrenD Date..05/23/01 11:40:22 Project Address........ Butte Co. CA *v5.10* Documentation Author... Tami Lincoln ******* Building Permit # ; Lincoln Energy Calculations 10850 Bell Rd. Plan Check / Date Penn Valley, CA 95946 530-432-8571 Field Check/ Date Climate Zone........... 12 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ' MICROPAS5 v5.10 File-WALDREND Wth-CTZ12S92 Program -FORM CF -1R ' User#-MP2248 User -Lincoln Energy Calculatio Run -Typical ' ----------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 660 sf Building Type .............. Single Family Detached Construction Type .......... New Building Front'Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage.......... 6.5 % of floor area Average Glazing U -value.... 0.75 Btu/hr-sf-'F Average Glazing SHGC....... 0.7 Average Ceiling Height..... 8 ft BUILDING SHELL INSULATION ------------------------- Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments ----------------------- ------------------------ Wall Wood R-17.8 R-0 R-17.8 0.065 front wall, Left wall Backwall, frontdoor Corner wall, Attic Orientation -------------------- Window Right (W) Window Right (W) Window Back (S) FENESTRATION Area U- (sf) Value SHGC ----- ------ ------ 14.4 0.750 0.700 14.4 0.750 0.700 14.4 0.750 0.700 Interior Shading --------------- Standard Standard Standard Over - Exterior hang/ Shading -------------- Fins Standard ----- Yes Standard Yes Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... WaldrenD. 'Date..05/23/01 11:40:22 ----------- -------------------------------------------------------- MICROPAS5 v5.10 File-WALDREND Wth-CTZ12S92 Program -FORM CF -1R User#-MP2248 User -Lincoln Energy Calculatio Run-Typical ------------------------------------------------------------------------------- THERMAL MASS ------------ Area Thickness Type Exposed (sf) (in) Location/Comments -------------------------- --------------- ------------------------ S1abOnGrade No 660 4.0 covered HVAC SYSTEMS ------------ Minimum Duct Duct Equipment.Type Efficiency Location R -value ---------------- ------------ ------------ ------- Electric* 0.00 HSPF R-0 Evaporative 11..00 SEER R-0 Tested Duct ACCA Thermostat Leakage Manual D Type --------- --------- ------- Setback Setback FAN SYSTEMS Flow Power System Type (cfm) (w/cfm) -------------------------------- UnBalanced 30 0.200 SPECIAL FEATURES AND MODELING ASSUMPTIONS -----7----------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. REMARKS None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... WaldrenD Date..05/23/01 11:40:22 --------------- MICROPAS5 v5.10 File-WALDREND Wth-CTZ12S92 Program -FORM CF -1R User#-MP2248 User -Lincoln Energy Calculatio Run-Typical ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with 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 Modeling Assumptions section. DESIGNER or OWNER Name.... Les&Tracy Stephens Company. Address. 11214 Holiday Dr. Clipper Mills CA 95930 Phone... 675-0702 License. Signed.-. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) Name.... Company. Address. Phone... Signed` . DOCUMENTATION AUTHOR Tami Lincoln Lincoln Energy 10850 Bell Rd. Penn Vallp�'', CA 530-412051a Calculations 5946 date) , . d, MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... WaldrenD Date..05/23/01 11:40:22 Project Address........ ******* --------------------- Butte Co. CA *v5.10* Documentation Author... Tami Lincoln ******* Building Permit # ; Lincoln Energy Calculations 10850 Bell Rd. Plan Check / Date ; Penn Valley, CA 95946 530-432-8571 Field Check/ Date Climate Zone........... 12 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. --------------------------------------------------------------- MICROPAS5 v5.10 File-WALDREND Wth-CTZ12S92 Program -FORM MF -1R ; User#-MP2248 User -Lincoln Energy Calculatio Run-Typical ----------------------------------------------------------------------------- Note: 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents -or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er / men+ - .4. lbuka) : Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value.. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): 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 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: AANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R -------------------------------------------------- Project Title.......... WaldrenD Date..05/23/01 11:40:22 MICROPASS v5.10 File-WALDREND Wth-CTZ12S92 Program -FORM MF -1R User#-MP2248 User -Lincoln Energy Calculatio Run-Typical ------------------------------------------------------------------------------- a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2.'First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. r150(m).: Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 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 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ---------------------------------- -------------------------- ------------------ Project Title.......... WaldrenD Date .05/23/01 11:40:22 MICROPAS5 v5.10 File-WALDREND Wth-CTZ12S92 Program -FORM MF -1R User#-MP2248 User -Lincoln Energy Calculatio Run -Typical ; ----------------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er meat COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... WaldrenD Date..05 23 01 11:40:22 Project Address........ ******* --------------------- Butte Co. CA *v5.10* ; Documentation Author... Tami Lincoln ******* Building Permit # ' Lincoln Energy Calculations 10850 Bell Rd. Plan Check / Date ; Penn Valley, CA 95946 530-432-8571 Field Check/ Date Climate Zone... ...... 12 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-WALDREND Wth-CTZ12S92 Program -FORM C -2R , -User#-MP2248 User -Lincoln Energy Calculatio Run-Typical ------------------------------------------------------------------------------- ----------------- MICROPAS5 ENERGY USE SUMMARY - ---------------------------- = Energy Use Standard = (kBtu/sf-yr) Design = = Space Heating.......... 8.16 = Space Cooling.......... 7.53 - r Water Heating.......... 29.65 - _ Total 45.34 - *** Proposed Energy Use not calculated GENERAL INFORMATION Conditioned Floor Area..... 660 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number. of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC.:..... Average Ceiling Height..... Slab On Grade 1 5280 cf 660 sf 6.5 % of floor area 0.75 Btu/hr-sf-F 0.7 8 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... WaldrenD Date..05/23/01 11:40:22 ---------=------------------------------------------------------- -------------- MICROPAS5 v5.10 File=WALDREND Wth-CTZ12S92 Program -FORM C -2R , User#-MP2218-- User -Lincoln- Energy-Cal-cuiat io - Run-Typi-cal- ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) =------------- Units itioned Type (ft) (sf) Credit ------------ GARAGE ----------------------- ----- -------- --------- Residence 660 5280 1.00 Yes Setback 2.0 Standard, No OPAQUE SURFACES OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Area U- Insul Act Solar Form 3 Location/ Surface -------------- (sf) ------ value R-val Azm Tilt Gains Reference Comments =--------------- GARAGE Hgth ----- ----- ----- --- ---- ----- ------------ Dpth ---- 1 Wall 22 0.065 17.8 0 90 Yes W.19.2X6.16 front wall 2 Wall 30 0.065 17.8 90 90 Yes W.19.2X6.16 Left wall 3 Wall 8 0.065 17.8 180 90 Yes W.19.2X6.16 Backwall 4 Wall 3 0.065 17.8 0 90 Yes W.19.2X6.16 frontdoor 5 Wall 16 0.065 17.8 270 90 Yes W.19.2X6.16 Corner wall 6 Wall 660 0.065 17.8 n/a 0 Yes W.19.2X6.16 Attic n/a n/a n/a n/a FENESTRATION SURFACES Area --------------------- U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- GARAGE ----- ----- ----- --- ---- -------------- -------------- 1 Window Right (W) 14.4 0.750 0.700 270 90 Standard/0.76 Standard/0.68 2 Window Right (W) 14.4'0.750 0.700 270 90 Standard/0.76 Standard/0.68 3 Window Back (S) 14.4 0.750 0.700 180 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) ----- Wdth ----- Hgth ----- Dpth ---- Hght ---- Ext ---- Ext ---- At ---- Dpth ---- Hght ---- Ext ---- Dpth ---- Hght ---- GARAGE 1 Window 14.4 4.0 3.6 2.0 6.66 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 14.4 4.0 3.6 2.0 6.66 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 14.4 4.0 3.6 2.0 6.66 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------------------- Project Title.......... WaldrenD Date..05/23%01 11:40:22 -------------------------------------------------- ---------------------------- MICROPAS5 v5.10 File-WALDREND Wth-CTZ12S92 Program -FORM C -2R User#-MP2248 User -Lincoln Energy Calculatio Run -Typical ------------------------------------------------------------------------------- THERMAL MASS Area Thick Heat Conduct- Surface 4ass Type (sf) (in) Cap ivity UIMC R -value Location/Comments --------------- ------ ----- ------------- ----------- ---------------------- 3 ARAGE 1 S1abOnGrade 660 . 4.0 28.0 0.98 4.60 R-8.0 covered HVAC SYSTEMS SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** 'his building incorporates a High Mass Design. REMARKS (one Minimum Duct Duct Tested Duct ACCA Duct )ystem Type ---------------- Efficiency Location R -value Leakage Manual D ------------------------- Eff JARAGE ---------------------=--- ------- Electric 0.00 HSPF R-0 0.000 Evaporative 11.00 SEER R-0. 0.000 FAN SYSTEMS Flow Power System Type ---------------- (cfm) (w/cfm) ------- . GARAGE --------- UnBalanced 30 0.200 SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** 'his building incorporates a High Mass Design. REMARKS (one � � r--�--�-i