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HomeMy WebLinkAbout047-670-0700 41 047-67-0—d port00-00 5 BPEM Schuster, Steve Spyglass Rd, lot8,Chico (new single family) V/ 00 7.1 047-670-070 02-06663 DUN'LAP, Dan & Desta �NALED 4022 Spyglass Rd., Chico New Pool House S—l3—� 6 047-670-070 02-1266 DUN'LAP. DAN R DESTA D 40M22 SPYGLASS, CH ICO INALE 5 N5 E CONT: PERFECTION POO 7 POOL MAS'ff:R 9500-97 NOTES � d RESIDENTIAL __66ff��-�iO-_070�.�PERMIT NO. _DUNLAP, .DAN & DESTA 1402 SPYGLASS, CHICO CONT: PERFECTION POOLS POOL MASTER #500-97 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature (J &�-.�k0 CHECKED ` BY V=OK 4. 0 = Not OK 1. - = Not Applicable MOBILE HOMES = Not Ready 2. Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Well Clearance & Disconnect 2. Soils; Special MH Support Sketch 8. 3. Sewer; Location -Test -Fall -C/O -Concrete MISCELLANEOUS Date 4. Water; Location -Test -Easement Needed (Sketch) 1. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 2. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 3. 7. Well Clearance & Disconnect 4. 8. Utility Clearance 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors f Date Electric Card B-1 Date Card B-1 Date Frmg.; Sills-Anchors- Studs, Rftrs-Trusses Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Vatve-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. ` 10. Exits; Insp.-Sketch 11. Cert. of Occupancy i 12. Permanent Foundation Only; License Decal 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Date 8. Card B-1 Date Card B-1 Date 9. Card B-1 Date Card B-1 f 10. umb.; Cir. Test -Water Supply Test 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 i 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors f 7. Electric l 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 INAL (Plans) OK except #'s Setb asements Soils paction-Structure Stability Pool Structure; Steel -Connections -Thickness Dead Men -Lining ` 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI i 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater t 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval f 10. umb.; Cir. Test -Water Supply Test t • r't �, "j _1/ Light Niche Date ( <>9 Card B-1 V. Date Card B-1 Date Card B-1 Date Card B-1 II 1 1 I V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rttr. Ties-Purlin-Roff Brac.-Truss-Shting.-Ring. 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab,Steel-Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection •- 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral p Yes O No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor O Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive'] Yes ] No/Walks D Yes 0 No/Planters U Yes ] No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic 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 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Ungle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. 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 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'] Yes ] No/Walks D Yes 0 No/Planters U Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 /MM/9 (Rev.12/96) APPLICATION AND PERMIT / ASSESSOR PARCEL NUMBER 047-670-070 ZONING BUILDING PERMIT OWNER DUNLAP DAIN & DESTA TELEPHONE -143-1953 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 4022 SPYG ° con tr t . 24J50.00 CONTRACTOR'S NAME PERFECTION POOLS 1895-04-37 TELEPHONE CONTRACTORS MAILING ADDRESS 897 E. CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 24,350.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 252.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ PERMIT FEE $ 295.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL W6TER 11500-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Filing Fee 20.00 LESS Main Service p.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING / / / License Class 5 Lic. No. (p Yj (O-5 Lt 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. 04 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 sation insurance carrier and policy number are: m n Carrier �"allo Policy Number 077.115 .12- - O Z (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the kers' compensation provisions of section 3700 of the Labor Code, I shall forth h comply ' h those provisions. If X Date I b'L SignVurel of Applican - ❑ 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. Main Service TO 46.00 WEL200A NEW CONST. DWELLING OCCUP. SO U OR ADDNS. ( a ACC. BinS. 3.5¢x: =R 61DT. 1-0 Cyg. 97,50 a OurLET OWELER APPARATUCIR.S ' Ex. Occup. OrTET OR FCTUREs BAS p. o FU(LNS. Ex. Occup.ouTLETsED APPRESID. OR EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pool Electric 130.00 PERMIT FEE $ 50.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 380.00 HAZ. D. IMP FLOOD CDF I pggOEL PD HD LASSUF, This permit is hereby issued under of the Buffe County Code and/or indicated above for which fees have O By PERMIT EXPIRES ON -22-03 the applicable provisions Resolutions to do work been paid. Date 5-22-02 Date rReceiptNo. o d738O.00 .D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E.H. use ONLY Mot Pian AttnchodP.,5 Floor Man Attached �4/b Sent to a./ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Loc tion AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well X Clearance for-dwefkg: Other �o l Hold final for: Final clearance O.K. for: NOTE: 2 -- Environmental Environmental Health Specialist Date 8/96 wh' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: CSF- on 6 -to ASSESSOR PARCEL NUMBER O "1 1070 ^ Proposed Building Use: [ /w jotm— v`-' Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR m Aed NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. ngineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamged and signed calculations. in" `074. Engineered truss details and layouts in duplicate. No faxes! r e - Y P6 N S i0 e-5 ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 15 Statement of Intent for Non -heated and A/C Buildings ..................................... �.�C�t�� Sanitation and plot plan approval from the Environmental. Health Department in ❑ 17. City of Chico Plumbing permit........................................................................_ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: aK (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... V) ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ........ ...... :.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: -- When issued Telephone and hold for pickup. I have been infor ed of the above items and requirements for obtaining a building permit. Applicant: `/' `� Date: ,6 1 % 0 -IL-- 1. Index permit application for the above items mbered: Plan Check Le 2. Additional items required _ r Contractor, designer, owner, was advised of the above data by ❑ None, ❑ mail, ❑ co nter, by Date: Contractor, designer, owner was advised of the abo e data by ❑ phone, ❑ mail, ❑ co}ter by Date:_ Plans reviewed by: a.6, Date: Plans approved by: /C— Date: 22 t,9--L- Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division MAY 21, 2002 ixi SACH MAN COUNTY OF BUTTE Department of Building 7 County Center Drive Oroville, CA 95965 RE: PERFECTION POOLS EXPANSION SOIL DAN DUNLAP 4022 SPYGLASS CHICO, CA 95973 APN 047-670-070 AT'IN: Mike Viera ASSOCIATES Dear .Mike: If . Mr. Bill Beamer uses 4 - #4 rebars in the bond beam, and run the alternate bars to the bond beam for this pool that it would be adequate. I have additionally directed Mr. Beamer to thoroughly saturate the existing soil prior to placement of the gunite. I will verify adequate saturation prior to the placement of gunite. If I can be of further assistance in this matter, pl-ase do not hesitate to let me know. Very truly yours, O 9 Ex CMV� 6.3 �3 y Q3 Z m C. W BACHAIMN y RCE 9.16803 A FQF CA.L�FO NEW ADDRESS' 13,64,' GAR,A��rjz LANEff ' ; CN_1CO3 ("A95963 Gm "dw I)PSI E ti 4,.% Pv I0 ENGINEERING 0 SURVEYING 3012 The Esplanade, Chico, California 95926 • PLANNING DESIGNING • Telephone: (916) 342-4136 NOTES RESIDENTIAL r047-670-070 02-0630 v PERMIT NO. i DUNLAP, Dan & Desta t • _ 4022 Spyglass Rd., Chico New Pool House I r M� f 1 e 1 r 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) 5-13-03 Signature 0 F�k� CHECKED BY ✓ = OK 1. 0 = Not OK 2. - = Not Applicable 'MOBILE HOMES = Not Ready Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Date MOBILE HOME UTILITIES (Plans) OK except It's 5. 1. Zoning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch 7' Electric 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'fl. / P Nat. or / /"L"N./ PLPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except II's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except If's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7' Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except II's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date I Underfloor (Plans) OK except #'s VFtg., Main; Soils-Elec. Gr .-/ /7j" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth L.., 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth stemwans, Main; Steel -Blackouts -Wrapped 1 7 1 66. ,19old Downs and Special Anchors Slab, t r 8. Pie -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. U Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 1 Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P G Per K except #'s Water ccess-Combustion Air Baffle 18.er Pipe; Test & Anchor -Nail Protection 1 .W.V Test ttings & Anchor -Nail Protection b �o Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date /p-ZrGZ. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date E}.E- RICAL (Permit) OK except #'s 2,f_Fixt ransformer Clearance -Ins. Protection 24. lec eptacles Spacing -Lights & Switches at Doors _ Siz No. of Conductors Stapled Romstalled Close to Edge of Studs 8 2 quip. Ground made up w/Meth Fas ners- d Gas & W er AQ2LdaCe Circuits in Kitchen & ?4.Sr6iee#�.r, c r rQ r• ei n "_Wits Size f-FgatRE�AI e / ga Cu or AI- ven .rc. ga u o Ipsulate 31. Service -Riser Conductors & Ground Main Disconnect 32. E . learances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light Date 70-2-3-0 ZCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC_KAMII AL (Permit) OK except #'s .C. DWAs Insulation & Support ent F , xhaust above insulation ondensate Dra�Overflow, Size & Grade 38. Fur ce-V Access -Comb. Air -Return Air Vent 115 outlet 39-Ittic Access & Platform if Furnace in Attic Date Card B-1 `.1 Date Card B-1 Date Card B-1 Date Card B-1 Date ING (Permit) OK except #'s Sits aper7VFaierials & Anchors 440"Walls St ailing Spacing & Braces -Plates -Sound 42. ing Walls over Girders & Floor Nailing Dra in Walls (rat oof) 4 . re S ops, urre Ceiling Stairs -Chasers -Tubs Beams -Size & Bearing Date__ -,FRAMING (Continued) 4 ost Caps -Anchors -Connectors Cling, t-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 4 uepl Ties or Type A Flue -Fireplace Throat Clearance 4 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 arage Fire ro y Line ire 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. Stuc Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. grzing Area -Glass Protection -Skylights -Plastic / Shear Walls; iling-Bolts 60. Brace In W for/Exterior Wall P nels to y bti el. _1,90d ration -Walls -Ceilings AIg 62. Infiltration -Walls -Windows 77. Plb., Elec. & Mech. Equip. Listed for Location Date/Q`Zj• 3 -O - Card B-1 Ve Date Card B-1 Dater Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. 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. 81. in Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive 0 Yes j No/Walks J Yes D NWPlanters 1 Yes ❑ No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: . .r''TF ♦+..-. -c-'�'�.yr gam- - �_�r.avr 'K`+.s"r is--.. _.. 1T1"n"� _""'„r"'_'�W"""+'_".+.."+:.'W ..-�--.,w..r-_.� �y �1 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 inspectio ' dicates that the following violations of butte county Ordinances exist at the above address dshould be corrected. Please notice this office when correction of work is completed. I ou have any questions pertaining to this matter, or need additional explanation, please cc act this office immediately. N A , Date J�ya Inspector _l1 rGx-r.�10 REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 96965 • Telephone (530) 538-754Lg_rVRMIITT NO. (Rev. 12/9(4) , ` APPLICATION AND PERMIT �_Aoj VVC) ASSESSOR PARCEL NUMBER 047-670-070 ZONING SR -1 BUILDING PERMIT OWNER Dunlap,Dan & Desta TELEPHONE 343-1953 SO. FT. OCC. BUILDING VALUATION 1000 54 000.00 OWN�+(�l'N 7gTass Rd. Chico CA 95973 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1,500.00 LENDERS MAILING ADDRESS Total Valuation $55,500.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 437.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 4022 Spyglass Rd. Chico CA Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $764.05 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 56.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ]] Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New IX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL house Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $136.00 ELECTRICAL PERMIT Fling Fee 20.00 800VOR IF: Main Service OA OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING License Class LIC. NO. -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law, for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. Ias owner of the property, am exclusively contracting with licensed contractors io 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: 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. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service zooA To ,000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BIDS. s0 3.50FT. 35.00 �µq�IDT MULTI -OUTLET @7.50 OWELER APPARATUS 8 OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 BAL p 1:50 OWNER Ex. Occup. oFlx�eED�A as ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 78,00 MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 15.00 Cooling15.00 15.00 Hood 6.50 Ventilation bathrooms 2 4.50 9.00 PERMIT FEE S 59,00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the orkers' compensation provisions of section 3700 of the Labor Code, I shall fo with ccm ly w those visions. ate '011- tur Applicant -_4 Owner Contractor ❑ Agent An OSHA permit is require for exc ons over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $46.00 occ R3 CONST*TYPE VNTOTAL FEE $10$3. 5 HA D. FEES IMP D .,► DF p D SUE This permit is hereby issued under of the Butte County Code and/or indicate ov? for whicZfee ave B PERMIT EXPIRES O the applicable provisions Resolutions to do work been paid. D to 4 Det, Receipt No. � J �� obi ps WHITE-D.D.S.-B.D. CAN Y -A ESSOR PIN -INSPECTOR GOLDENROD -APPLICANT P__ ' COUNTY OF BUTTE -DEPARTMENT OFcI E1VgLv't}P. MENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone)(530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET N_� u '' Nn , �J OWNER: `� ASSESSOR PARCEL N R O L� 7 4,7d -Q 269 Proposed Building Use: 'CQNCounter Techmci/;gin:P1 Date: 3/a`/ P g Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. _T7�tPlot plans, 3 or 4 sets, signed by the preparer of the plans. �Complete plans, 3 or 4 sets, signed by the preparer of the plans. '""'®' 3. ngineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. '� ngineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicat,__. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. indexed and returned to the plan review line-up when required items are received. Date Received ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.......................................................... T�__I)io11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other .• The permit will be M Re aining items needed to issue the permit. (May require additional Iplan nreview - upon receipt of�the � ffollowing items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ... G.^4�i .�? - '...........h.�oz_ C9 pa 15. Statement of Intent for Non -heated and A/C Buildings ......................................... • 1� ` 16. Sanitation and plot plan approval from the Environmental Health Department in ► U 4-7 3 �Z--- �~ C ❑ 17. City of Chico Plumbing permit ......................... 18. California Department of Forestry plan approval paid. Sent by:.3`C.. 19. Planning approval for (A) Use: �(B)Parking: (C) Parcel Check: L4-1-1-- (fL JQ 20. Contact Land Development about ❑ Improvements, ❑ Drainage.: ............................. 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information: (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. , ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been in-fbmed of tlie-ab_ve items and requirements for obtaining a building permit. Olicant: _ 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: C 3--P -d z-- Plan Check Letter phone, ❑ mail, ❑ counter, by Date: phone, ❑ mail, ❑ cou ter by Date' Plans approved by: Date: _Structural approved by: Date: Yellow: Building Division E.H. USE GNLY Rat Plan dttechod floor10 8.0. an A c r L TO:- Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 6z0 Stirs- CK17-670-671 Own& location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for 4w"!Ftg. Other. Hold final for: Final clearance O.K. for: NOTE: C, "& �,-✓ U / Environmental Health Specialist Date 8/96 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. t 1 w� A.P. # PROPO BUILDING USE 1. BUILDING PERMIT FEES — --Balance Due...................................�� ..................... --Additional Fees Due ........................................... $ Z 0 --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES /06 a (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... Sq. ft. 4. URBAN AREA FEES Residential ............................ x # Units Commercial (Sq. ft.) ............. x Sq. ft. 5. RECREATION DISTRICT FEES x $0.03 = $ Amt. Amt. 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $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 DATE RECEIPT # DATE REC. 4. g& ,,, e-4_ 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 DATE S 7`1 Z—� Pursuant to Government Code Section 66020, y6/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). -1 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM �- (One form I)er BulldG19T /1 -f School District C 0 a/YU �I �C b�+� /� '�/ jam`'] Building Department No. A.P. Number U q I — i o - 0 70 Jurisdiction: City ®County L Property Owner AI �. Property Location/Address r( , i -i ( lo Subdivision Lot No. .................................................................................................................. Residential Development 1� ® Sq. Footage O� U No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): Commercial/Industrial New Addition Building Department Representative Plans reviewed by School District Personnel Sq. Footage Date (Including Exterior Roofed Areas) 0 7 District Identification No. 0 School District certifies that (Applicant) 1 (Street Address)/�• (Phone Number) (I ht _ t / �� r� (City) (State) (Zip Code) has complied with the requirements of Resolution No. liy payment of $ representing / square feet. AB 2926 $ - FULL MITIGATION $ f✓p� School District Representative Date Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. - White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES O NO 2. I HAVE"A HAVE NOT 13 signed an application for a building permit for the proposed work. 3. ave contracted with the following person (firm) to provide the proposed construction: NAS E: ADDRE,;,,,.CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portio of this work, but I have hired the follo person to coordinate, supervise, and provide the m 'or work: NAME: ADDRESS: ITY: PHONE: CONTRA O LICENSE NO. 5. I will provide some of the work but ave contracted (lu the following persons to provide the work indicated: NAME RESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: )� 19 SOCIAL SECURITY NUMBER: DATE: — Z(—v?-- NOTE. This Owner -Builder Verification is required by Section 19831 and 19831 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFOR1tiIATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ 'If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I+Micel X ��Vi ira, C.B uilding Inspection NOTE: This Owner -Builder Information is required by Section 19810 of die Californla Hea11h and Safety Coda OVER PROPOSED USE: (check only one box) . 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. ❑ Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ('Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ER Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop I ❑ Home Occupancy 2 ❑ Other — Use = I. Describe type of Worlmhop Z. Mist be approved by the Butte County Planning Division. . l Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. - Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Owner's 2 of 2 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING, OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: /i b- �6-5-rq JuiyL�p Phone: /5S,3 Mailing Address 402-Z Yy gi L,4 s s /L,O Clli c-4-- 5�"S73 Site Address: rSAm;1 Assessor's Parcel Number: 0 `i7- 6 70 - D 70- 006 Zone: �k Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes ® No ❑ 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No 0 3. Will items produced in this building be offered for sale? Yes ❑ No Q 4. Will the public have access to this building? Yes ❑ No 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No X❑ 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ® No ❑ 11. Will this building be heated or cooled? Yes © No ❑ 12. Will this building have a water closet/toilet? Yes ® No ❑ 13. Will this building have a sink? Yes ® No ❑ 14. Will this building have a water heater? Yes No ❑ 15. What type of floor covering will the building have?, Jji 16. What type of wall covering will the building have? OVER 1 of 2 Owner: �L�� Building Permit Number: Plans Examiner: Martha Christy A. P. Number: U T 7 - & 70 - D % 0 N ERAL: ? 1. Zoning requirements —(number of permitted living units). Plans signed by the designer. i Proper description of work on the application. Existing violations on the property. Recorded notice of violation. (:2Building permit valuation. OT PLAN: Complete parcel size and dimensions. I d�n� r� Setbacks. side vard, easements, etc. U.I �e �,� / / - 1` B �. Other buildings or structures. ` �� / 10 I w4 Grading, fills and/or drainage. � � 0&t . Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. x'� 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). 2 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). `3.K Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net clear openable heiglti dimension shall be 24 . The minimum net clear openable width dimension shall be 20". When %vindovvs 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 310.0. 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. 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). 7. 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). S. GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9. Water heaters %yhich 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). 10. 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). It. Garage fire" -all separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 12. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13. Wood stove location - Alcove — UNIC section 205 confined space & 223 unconfined space & 304.2). 14. Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 %3TT° ° ° RESIDENTIAL PLAN ,: , ° ° REVIEW GUIDE _ ::::: o SINGLE FAMILY, DUPLEX AND _ .•1 MISCELLANEOUS ONLY Owner: �L�� Building Permit Number: Plans Examiner: Martha Christy A. P. Number: U T 7 - & 70 - D % 0 N ERAL: ? 1. Zoning requirements —(number of permitted living units). Plans signed by the designer. i Proper description of work on the application. Existing violations on the property. Recorded notice of violation. (:2Building permit valuation. OT PLAN: Complete parcel size and dimensions. I d�n� r� Setbacks. side vard, easements, etc. U.I �e �,� / / - 1` B �. Other buildings or structures. ` �� / 10 I w4 Grading, fills and/or drainage. � � 0&t . Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. x'� 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). 2 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). `3.K Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net clear openable heiglti dimension shall be 24 . The minimum net clear openable width dimension shall be 20". When %vindovvs 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 310.0. 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. 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). 7. 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). S. GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9. Water heaters %yhich 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). 10. 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). It. Garage fire" -all separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 12. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13. Wood stove location - Alcove — UNIC section 205 confined space & 223 unconfined space & 304.2). 14. Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. 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. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. 8. 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. 13. High expansive soil - special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. 16. 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 ever} 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 mill 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. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other senice facilities shall be designed and/or located so as to prevent water from entering of accumulating with the components during conditions of flooding. NUSCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run head clearance, handrails (Uniform Building Code section 1003). 2. - Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Twro exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. l Energy design compliance and supporting documentation. / CDF responsible area requirements. / `y BUILDING 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. Pace 2 of 2 T�j L A G vV 'Tc vloaw YZI /A -G c ►/Z- �� �� S K- 14 `I� Z �� M �s � Io Foot2000 ver. 1.0, Copyright @ 1999-2000 Spydex Software 4/9/2002 1:35:30 PM Footing T.d- V5 Page: .3 Wo I I# I FS #4 S 1#1 0 -ft. i F 0.5 kips 8 -ft. V, kips 0 -0.5 kips M, ft -kip 0 -1.0 ft -kips 1,049 psr Bearing psf 0 Defl, in. 0 0.079" Tjd WUOT:20 2002 8T'add 9928 zvz ozs ON 3NOHd 8013ddlNO3 'N39 UGN38i N1906 : W08-3 -. i PROJECT PROCESSING RECORD Applicant: Owner: A.P. #:� �� �o O a Permit #: Work Description: Date Description of Step or Status �.�.� , 2, I L� �iiiiip� / / 1Iz3 3-1q, o7. STRUCTURAL CALCULATIONS DZ -0630 3ULDING DEPARTMENT Frank M. Glazewski architect Structural designer Chico, California 95973 Tel (530) 343-4630 - C)C'r Z 07 Fax (530) 894-8164 APP-BOYEQ 41141/0 7- /A #- F/ L-1�5- Wind loading,* Basic wind speed 17,$Wj* mph Exposure 401101 Design method Structure category Enclosed Seismic, Seismic zone WE Gravity loading, Assembly : Applicable DL LL Reducible LL? Sloped roof - less than 4:12 Sloped roof - greater than 4:12 Tg' 4!�10,71010110 lyes Upperfloor MOWN am am MMPM " Lower floor .M N, ol*000- .R1IM, Yes Soil data; UBC Classification Allowable bearing 1.500 ksf .1 Soil Soil classification: 4 , Reference table 18-1-A 1997 UBC Input data for user defined classification Allowable bearing pressure Allowable bearing pressure ksf ksf Max. allowable pressure r Ofi'0ON ksf Increase for depth 00'00 ksf/ft depth Increase for width' rq .k Q.�Q0,0 ksf/ft width Friction coeficient WON60,12 0.250 Lateral bearing (passive) ;OObn ksf/ft. of depth below grade Increase for wind/seismic1°3'0 Include footing weight when calculating soil pressure ? Soil data used for design Allowable bearing pressure 1.500 ksf Max. allowable pressure 0.000 ksf Increase for depth 0.300 ksf/ft depth Increase for width 0.300 ksf/ft width Friction coefficient 0.250 Lateral bearing (passive) 0.150 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.000 ksf Page 1 Soil weight: 0110 kcf 3 r � 5.360. F?x�6k�Og896 t . 0 65 .. 20780 �� Load duration factor 4T640' Unless noted, 2x and 4x members are DF#2.6x members are DF#1 2x4 0.419 0.416 5.360. F?x�6k�Og896 t . 0 65 .. 20780 �� 2x8 1.438 0.861 4T640' �2xmOt��. 2x12 2.884 1.336 177.980 t �� ��..��;� �1 574 � �s�0 775s� .,._���.:��.�s•����a..,�ri��� 44 0:978 0.970. 12.510 1.524 ' # 4f3�530 �• U•AiG3aSSll�.'dtcu'M .0 Y.FL4Y . 48 3.633 2.009 111.150 412 7.403 3.118 415.280 _ F 1 �i�+� � �� ri+.�j ) t '� 9 p L�.�Y �` 4• ,in � S1 M�• y� 6x6 3.900 2.143 76.260 {��6x8� ,. 6�7r7A6' ��€2 825���' �•1 4°.66 . 6x10 11.030 3.604 ` 362.750 6 j 2 r�16 154 383 6„52 59N: : . 6x14. 22.259 5.163 1066.180 3.125x12 18.750 5.156 450.000 (3�125xa13�:5�,���,`.'��"-. 23��423p1 " �',s��•: 5�80��..a���6 0 X20; 3.125x15 28.580' 6.445 878.910 3�125z165 `-,�3�4'216 ;; ' Y`.7 0Mi' n'�'� 11s69820 a 3.125x18 40.329 7.735 1518.750 51'2510 �k 5.125x12 30.750 8.456 738.000 _ 0.790 5.125x15 -46.870 10.570 1441.410, 5?125i%16�5•�_ �� 6 15� �° 11628=# "F ,� 19A1,85�1'0 . t:. '6•a. naek'..w,��. .i4.s�7?e•. .as.�(+m4J 5.125x18 66.140 12.685 .Zze.t�4,:�.,scMe: 2490.750 q 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS M Multi -Loaded Beam( 97 Uniform Building Code (91 NDS)1 Ver: 5.03 By: Frank Glazewski , on: 03-04-2002 :11:53:38 PM Project: Dunlap - Location: RB -1 Summary: 5.125 IN x 13.5 IN x 20.5 FTL24F-V4 - Visually Graded Western Species - Dry Use Section A equa a y: 0 /�Confrolling Factor: Moment of Inertia / Depth Required 11.69 In Center Span Deflections: Dead Load: DLD-Center- 0.33 IN Live Load: LLD -Center- 0.34 IN = U732 Total Load: TLD -Center= 0.67 IN = U370 Camber Required: C= 0.49 IN Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 1640 LB Dead Load: DL-Rxn-A= 1607 LB Total Load: TL-Rxn-A= 3,x.4 , LB Bearing Length Required (Beam only, Support capacity not checked): BL -A= 0.97 IN Center Span Right End Reactions (Support B): Live Load: LL-Rxn-B= 1640 LB Dead Load: DL-Rxn-B= 1607 LB Total Load: TL-Rxn-B= _ 3247_ LB Bearing Length Required (Beam only, Support capacity not checked): BL -B= 0.97 IN Beam Data: Center Span Length: L2= 20.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top=. 0.0 FT Center Span Unbraced Length -Bottom of Beam: Lu2-Bottom= 20.5 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 .Total Load Deflect. Criteria: U 240 - Center Span Loading: Uniform Load: Live Load: wL-2= 160 PLF Dead Load: wD-2= 140 PLF Beam Self Weight: BSW= 17 . PLF Total Load: wT-2= 317 PLF Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bending Stress of Comp. Face in Tension: Fb_cpr- 1200 PSI Adjusted Properties Fb' (Tension): Fb'= 2378 PSI Adjustment Factors: Cd=1.00 Cv=0.99 Fv': Fv'= 190 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 16643 FT -LB 10.25 Ft from Left Support of Span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Maximum Shear: V= 3247 LB At Right Support of Span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 , Comparisons With Required Sections: Section Modulus (Moment): Sreq= 84.0 IN3 S= 155.6 IN3 Area (Shear): Areq= 25.7 IN2 A= 69.1 IN2 Moment of Inertia (Deflection): Ireq= 682.3 IN4 I= 1050.7 IN4 M 22-141 50 SHEETS nnnvao 22-142 100 SHEETS 22-144 200 SHEETS PRIMARY FRAMES AND SYSTEMS ' 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Enclosed and unenclosed structures; .................: ................... `121 0.0108 0.0117 0.0125 0.0132 Direction Outward Ht. <0'-15'> <20'> <25'> <30'> <40'> 0.0195 Outward Ce 0.62 0.67 0.72 0.76 0.84 0.0158 WALLS >»G<>< Windward walls; '?;84?' .................. 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Leeward walls; ................... <''':`' 0.0045 0.0049 0.0052 0.0055 0.0061 Outward Total wall; Slope 7:12 to 12:12; 0.0117 0.0126 0.0136 0.0143 0.0158 0.0158 ROOF Slope >12:12; Use wall values Partially enclosed structures; Wind perpendicular to ridge: Slope <2:12; Leeward or flat roof; 0<`` 0.0063 0.0068 0.0073 0.0077 0.0085 Outward Windward roof: 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Slope 2:12 to 7:12; Slope 2:12 to less than 9:12 ................... <_?<<91iz':< 0.0081 0.0087 0.0094 0.0099 0.0110 Outward Slope 2:12 to less than 9:12 0.30 0.0027 0.0027 0.0031 0.0033 0.0037 Inward Roof total;' 0.0090 0.0095 0.0104 0.0110 0.0122 of discontinuities) Wind parallel to ridge and flat roofs >F)I`' 0.0063 0.0068 0.0073 0.0077 0.0085 Outward E L E M E N T S AND C.0 M PO N E N T S (Not in areas of discontinuity) WALL ELEMENTS All structures; ' 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Enclosed and unenclosed structures; .................: ................... `121 0.0108 0.0117 0.0125 0.0132 0.0146 Outward Partially enclosed structures; ................... 16 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Parapet walls; ;`:::::1;34::>':.' 0.0117 0.0126 0.0136 0.0143 0.0158 OuVin . ROOF Enclosed and unenclosed structures; Slope < 7:12; `< 0.0117 0.0126 0.0136 0.0143 0.0158 Outward Slope 7:12 to 12:12; 1 ?«E> 0.0117 0.0126 0.0136 0.0143 0.0158 OuVin Slope >12:12; Use wall values Partially enclosed structures; Slope <2:12; .................. :.':':':.t>' 0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:12; 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Slope 2:12 to 7:12; €':#t''•. 0.0072 0.0078 0.0084 ,0.0088 0.0097 Inward Slope > 7:12 to 12:12; 0.0153 0.0165 0.0177 0.0187 0.0207 OuVin Slope >12:12; Use wall values ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall corners; <>ii iii:;::``:: 0.0135 0.0146 0.0157 0.0165 0.0183 Outward ................... 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Roof eaves, rakes or ridges without overhangs Slope < 2:12 ?`la3t# 0.0207 0.0223 0.0240 0.0253 0.0280 Upward Slope 2:12 to 7:12 0.0234 0.0253 0.0271 0.0287 ' 0.0317 Outward Slope > 7:12 to 12:12}3 0.0144 0.0155 0.0167 0.0176 0.0195 Outward For slopes less than 2:12 Overhangs at roof eaves, rakes or ridges, and canopies. $U'??•`.r 0.0252 0.0272 0.0292 0.0309 0.0341 Upward 22-141 50 SHEETS AMVAO 22-142 100 SHEETS 22-144 200 SHEETS 22-141 50 SHEETS �^ 22-142 100 SHEETS HMPAO 22-144 200 SHEETS p N S W + + + V% C to 7s o a` tv) ON Ir OL � N b � O 0 y � O 22-141 50 SHEETS nn�ono 22-142 100 SHEETS 22-144 200 SHEETS • ON O • N Mark Description 1 3/8" cdx plywood with 8d nails at 6", 12" o.c. 4--- 2 3/8" cdx plywood with 8d nails at 4",12" o.c. 1 3 3/8" cdx plywood with 8d nails at 3",12" o.c. I 4 1/2" cdx plywood with 10d nails at 6", 12" o.c. 5 1/2" cdx plywood with 10d nails at 4",12" o.c. , 6 1/2" cdx plywood with 10d nails at 3", 12" o.c. I 7 5/8" T-1-11 plywood nailed with 8d nails at 6",12" o.c. 8 5/8" T-1-11 plywood nailed with 8d nails at 4",12" o.c. 9 5/8" T-1-11 plywood nailed with 8d nails at 3",12" o.c. 10 1/2" gypsum board nailed with 5d nails at 7" o.c. max. 11 5/8" gypsum board nailed with 6d nails at 7" o.c. max. Commons 13WatO .' mm am SMF ap 0.213 0.260 0.164 0.200 0.312 0.380 0.240 0.293 0.402 0.490 0.309 0.377 0.254 0.310 0.196 0.239 0.212 0.460 0.163 0.354 0.360 0.600 0.277 0.462 0.131 0.160 0.101 0.123 0.197 0.240 0.152 0.185 0.254 0.310 0.196 0.239 Footnotes: 1 Foundation sill plates and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. In shear walls where the total wall design shear does not exceed 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3/16 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. YIN (Z Wall line analysis Shearwall Summary Date 3/3/02 Description; IDuniap Poolhouse Level; I Main Line; :A,D P lateral 0.870 kips Total wall length; 6.500 feet Wall framing species; I HF 1-1 Shearwall; Description; Mark v cap Side 1;1 0.213 kips/ft Side 2; 13 0.000 kips/ft 3/8" cdx plywood with 8d nails at 6", 12" o.c. � None � Shearwall v; 0.134 kips/ft Ok! v allow; 0.213 kips/ft If user -defined SW used; Description;Y. �:. }..rid ^art>z!: ` ,; v avow 0.000 kips/ft Sill nailing; Applicable? 0.134 = 1.001 feet 16d sinker good for 0.134 kips/each 0.134 16 Inches o c. at SW . Anchor bolts; 0 Applicable? Design v 0.134 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 5.454 feet z 0.134 1/2" dia. good for tda 0.730 kips/each nches o c.imax:. Blocking/top plate; Applicable? Connector A35 I I 0.450 kips/each Length of attachment; ,.---.16:00` feet / Design v; 0.054 kips/ft •/ .Connectors; t, ,',�48; .f ,,inches o.c..max. Connectors at rim joist to mudsill/cripple wall top plate; Applicable? v 0.134 kips/ft A35 at_:, ;:' := 0' inches o.c. max. Page 1 I `I Line geometry Date 3/3/02 Shearwall summary Line geometry and collector forces Dunlap Poolhouse Level Main Line A,D V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. ' Wall Opening `'0.87 0.06 a" ' ""r- Force 5.25 0 .25 y 6.50 w 6.50 y -0.290 4.00 0 4.00 y 0.221 _ 0.000 0.000 0.000 !t s + 0.000 j; 0.000 tS 0.000 0.000 0.000 t 4 r : 0.000 t 0.000 0.000 0.000 0.000 j 0.000 � ,!, a' 's•' 3;:�, leer ., n 0.000 0.000 0.000 . ', s • Lf ,� 0.000 , 1• :� N.� i:i• •• ,;4 i , Pft f tr 0.000 r v t K'•' f w V 0.000 0.000 } ,{�nr R rj 0.000 0.000 Total lengths 6.50 9.25 Maximum collector force; 0.290 kips 16d nail good for; 0.115 kips/each Splice; 4 16d nails, where used Page 1 Wall stability Level Main Line A,D Assembly dead loads; Roof; X0.014"° ksf Floor; °0:011'° ksf Wall; :0:015 ksf Shearwall Dead load trib. Length: is Stability details v 0.134 kips/ft Design controlled by; 1111ind�V* Dead load reduction factor; 0.667 Date 3/4/02 S 2!L CM w_ a).� N CM = CU,-- ?> .-. O O l.L o - O Y J NV �' °' -j CD o n f- ... E Ck � o a p ~ CU O a Holdown 6.50 9.00 9.00 " 0.135 7.8 1.9 1.6.00' 1.09 '"Y : '' 1.09 LTT20B/2-2x6 ' 1 Page 1 ((0 Wall line analysis; Shearwall Summary Date 3/4/02 Description; IDunlap Poolhouse' Level; I Main ::::::::] Line; 0 P lateral 2.090 kips Total wall length; 6.500 feet '- Wall framing species; I HF I Shearwall; Description; Mark v cap Side 1;3/8" cdx plywood with 8d nails at 3", 12" o.c. 3 0.402 kips/ft Side 2; None 13 0.000 kips/ft Shearwall v; 0.322 kips/ft Ok! v allow; 0.402 kips/ft If user -defined SW used; Description; — : v allow kips/ft Sill nailing; Applicable? 0.134 = 0.417 feet 16d sinker good for 0.134 kips/each 0.322 .1,6d.,niiI* s . sw' inche q c at Anchor bolts; F±1 Applicable? Design v 0.322 kips/ft ❑ 3 x Sill plate? E] Double anchor bolts? 0.730 = 2.270 feet 0.322 1/2" dia. good for 7111, 0.730 kips/each inches o;c. max. Blocking/top plate; O -Applicable? Connector I A35 I I 0.450 kips/each Length of attachment; 21.00,, feet Design v; 0.100 kips/ft r Anches-o.c:imax Connectors at rim joist to mudsill/cripple wall top plate; Applicable? v 0.322 kips/ft A35,at, .. 1 0 inches o.c. max. Page 1 iq Line geometry Date 3/4/02 Shearwall summary Line geometry and collector forces Dunlap Poolhouse Level Main Line B V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall I Opening ,'.2.097 1 0.10 3=1< ` `' '''' Force 14.00 0 14.00 y 6.50 w 6.50 y -1.427 Nil t > ,,�.r- -.4, 7 -d•�ir - �'r �F3f�at"��( (r ..t r�..yt �.x' s� ,` ♦ '� ` 7'.' � : itt iiF�*,�Yf 1'�k. 1 t � 4f :,f M1 .t 1 t.. �. { .,a:; ►r:.+ i7 �' � •y. yfi.b.(•F xt i.i%y s M'A'RS `=Ji t� �jI "� 1 ! 3f F •tt 4 . 1 Y^ G t < ' p.;} Ta'+. juw', e ,' j.. - •`{ • t'• 4 •r' - ..{. }_� apt• d' .. , r' �# .• r s-st,� •'� . ASM �: ., LTi Y vt��i.a X34 ' � -•i tyP-L;�wa r •_31f �{�� t /. FLr f rZ.. r' i1 a! q'.iF tY i{tp�iP •4 iF dT }j]�: Total lengths 6.50 14.00 Maximum collector force; 1.427 kips 16d nail good for; 0.115 kips/each Splice; 12 16d nails, where used Page 1 d CO CD D N N (D a o SCL CD _. W CL O a) CLN m CD F. to 0 Lengtn of cn shearwall cD 0) O 000 — �- o Height (ft) 0 •CTI -+ o Wall n O • W O d C Roof o- 4. CD Floor W dl Ln CD (kips/ft) O.T.M. o (ft -kips) D.L.R.M. N, (ft -kips) eng o between w Tie force N v' (kips) Tie from fi�'ty above (kips) P total (kips) Ln CY) N _ O N X O d O � 7 D N N (D a o SCL CD _. W CL O a) CLN m CD F. to 0 P 0 0 N 7 N V Q CL Ca O - A ..� O CL m o CL c � n a O Cr 0 n 0 N Cr v n; W O N Cn n) Q 0 - CD lD N N M 000 �- :J CD •CTI -+ :P C C CnC W P 0 0 N 7 N V Q CL Ca O - A ..� O CL m o CL c � n a O Cr 0 n 0 N Cr v n; W O N Cn n) Q 0 - CD lD N N M Wall line analysis, Shearwall Summary Date 3/4/02 Description; Dunlap Poolhouse Level; Main Line; © P lateral 2.090 kips Total wall length; 7.750 feet Wall framing species; HF Shearwall; npsrrintinn- Side 1; Side 2; 3/8" cdx plywood with 8d nails at 4", 12" o.c. 2 None Mark v cap 2 0.312 kips/ft 13 0.000 kips/ft V L/1"V )> MI -5 W e l l Shearwall v; 0.270 kips/ft Oki v allow; 0.312 kips/ft If user -defined SW used; Description; `� u "' v avow 0:000 kips/ft Sill nailing; ❑ Applicable? 0.134 = 0.497 feet 16d sinker good for 0.134 kips/each 0.270 .16d nails at 16 inches o.c. at SW Anchor bolts; ❑� Applicable? Design v 0.270 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 2.707 feet 0.270 112" dia. good for / 0.730 kips/each 14'.dia:.at,,' _ , 32 ,;inches o.c.- max. Blockingltop plate; Applicable? Connector A35 vj 0.450 kips/each Length of attachment; 21.00 Ifeet Design v; 0.100 kips/ft Connec, r 48' ' °' orce hes o c. max Ht s tors -` Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? v 0.270 kips/ft A35 at 0 inches o.c. max. Page 1 Line geometry ' Date 3/4/02 Shearwall summary Line geometry and collector forces Dunlap Poolhouse Level Main Line C V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall I Opening -H9 1 0.10 �: Force 12.50 012.50 y 7.75 w 7.75 y -1.290 0.000 ;< 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 rF,. 0.000 0.000 .Y 0.000 0.000 '�... 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ` 0.000 0.000 Total lengths 7.75 12.50 Maximum collector force; 1.290 kips 16d nail good for; 0.115 kips/each Splice; 11 16d nails, where used Page 1 Wall stability Level Main Line C Assembly dead loads; Roof; 0:014 ksf Floor; 0.011 ksf Wall; 0.015, ksf Stability details v 0.270 kips/ft Design controlled by; Wind> '', Dead load reduction factor; 0.667 I Date 3/4/02 Shearwall Dead load trib. Lengths Q CO 0) CM ' ;O Lx O- vdON OY HoldownQc0O O FV 0Y d 7.75 10.00 10.00 0.150 20.9 3.0 7.25 2.61 2.61 HTT16/2-2x6 J Page 1 i ZZ Wall line analysis' r Date 3/4/02 Shearwall Summary Description; IDunlap Poolhouse . Level; I Main Line; 0 P lateral 1.380 kips Total wall length; 6.660 feet Wall framing species; HF Shearwall; Side 1; Side 2; npsrrintinn- 3/8" cdx plywood with 8d nails at 6", 12" o.c. None Mark v cap 1 0.213 kips/ft 13 0.000 kips/ft Shearwall v; 0.207 kips/ft Oki v allow; 0.213 kips/ft If user -defined SW used; Description; v allow 0.000. kips/ft Sill nailing; ❑ Applicable? 0.134 = 0.647 feet 16d sinker good for 0.134 kips/each 0.207 ' %16dAnailsat _:16 inches"." -at SW " Anchor bolts; D Applicable? Design v 0.207 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 3.523 feet 0.207 1/2" dia. good for 0.730 kips/each 112" dia. at 42 inches o.c. max. Blocking/top plate; 0 Applicable? Connector A35 Jr 1 0.450 kips/each Length of attachment; ":20.00-° - feet Design v; 0.069 kips/ft ;Connectors ' 48 a , . inches o.c. max. Connectors at rim joist to mudsilllcripple wall top plate; ❑ Applicable? v 0.207 kips/ft A35 at 0 inches o.c. max. Page 1 23 Line geometry , Shearwall summary Line geometry and collector forces F Date 3/4/02 Dunlap Poolhouse Level Main Line I VII V, V2 V2 V3 V3 V4 v4 Segment Desc: I Wall Opening [-1 38 0.07 1 JOV, -'ij Force 3.33 w 3.33 y 13.00 0 13.00 y 0.456 3.33 w 3.33 y -0.456 0.000 0,000 t 4 0.000 0.000 jki0.000 A2 A 0.000 0.000 0.000 0.000 0.000 i4 4•0.000 0.000 0.000 0.000 0.000 0.000 4.. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 6.66 13.00 Maximum collector force; 0.456 kips 16d nail good for; 0.115 kips/each Splice; 4 16d nails, where used Page 1 O 0) CL N m CD d 3 Length of cn w shearwall °' w — 0 0 Height (ft_) 0 J .a _. CD Q 0 Wall (ft.) CD n o O N N N ... Q. Roof CD Floor. (ft) s Cn . ; � -. ' a't. t iii .. •T .�' �. o W dl ao (kips/ft) O.T.M. N (ft -kips) D.L.R.M. o Q7 (ft -kips) Length between N Tie force N (kips) ' Tie from above (kips) NP total (kips) C" N _ O N X p, - O 7 O 0) CL N m CD d 3 o p p CD CD rn � Cn. O 7 a _ 0 � o Q O Cr O -n• N » v n� Cn 0) O v Q fD Cn N S 0 0 0 J .a CD N N N o p p CD CD rn � Cn. O 7 a _ 0 � o Q O Cr O -n• N » v n� Cn 0) O v Q fD Cn N S Wall line analysis, Shearwall Summary Date 3/4/02 Description; IDunlap Poolhouse Level; I Main Line; P lateral 0.660 kips Total wall length; 2.750 feet Wall framing species; HF - Shearwall; Description; Mark v cap Side 1;2 0.312 kips/ft Side 2; 13 0.000 kips/ft 3/8" cdx plywood with 8d nails at 4", 12" o.c. • None • Shearwall v; 0.240 kips/ft Okl v allow; 0.312 kips/ft If user -defined SW used; Description; : ' �'t 71 v allow r. ':0:000 7 kips/ft Sill nailing; ❑ Applicable? 0.134 = 0.558 feet 16d sinker good for 0.134 kips/each 0.24016d naps at A6 -Tiriches o.c. at SW.; ,.,. Anchor bolts; ❑., Applicable? Design v 0.240 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 3.042 feet 0.240 112" dia. good for 0.730 kips/each 1/2".dia:.af 36 inches o.c..max.. Blocking/top plate; Q Applicable? Connector A35 • 0.450 kips/each Length of attachment; I - 10.00 ': feet Design v; 0.066 kips/ft /i�chesb.c. Connectors. �4 48 max Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? v 0.240 kips/ft 'A35 at X'.` 0 inches.o.c. max. r Page 1 VU Line geometry Date ' 3/4/02 Shearwall summary Line geometry and collector forces Dunlap Poolhouse Level Main Line 2 V1 v, V2 vZ V3 v3 V4 v4 Segment Desc. Wall I Ppening 1 0.66•' 0.05 1, 1 1 1 1 1 1 Force 2.75 w 2.75 y 7.25 0 7.25 y 0.530 4.00 0 4.00 y u 0.189 3.7S- ON 0.000 �? • T % •R 'L. X� 0.000 0.000 0.000 0.000 0.000 0.000 4. 0.000 0.000 0.000 0.000 0.000 h 0.000 'r 0.000 0.000 0.000 0.000 • ai,N+r f� - �'f f v' r :X 4' ' '�5� 0.000 jjYyy,ti.i!F 0.000 i 0.000 0.000 0.000 0.000 Total lengths 2.75 11.25 Maximum collector force; 0.530 kips 16d nail good for; 0.115 kips/each Splice; 5 16d nails, where used Page 1 D Cn N CD 3 g `< 0 o o, m _ . a) CL 0) CL Lengtn or cn shearwall Ut QS — Height (ft.) C) 0 CD Wall Cn En Cn N 0 n� Roof CD Floor (ft.) N w. W dl w cn (kips/ft) O.T.M. U, (ft -kips) D.L.R.M. C:) CW i (ft -kips) x fLengin iN between N Tie force Ln (kips) - Tie from above (kips) AP total (kips) x N 0 N X d � Q1 D Cn N CD 3 g `< 0 o o, m _ . a) CL 0) CL O �,O d '� N _I C2_ n 0 C Q. o CD a o Cr 0 O A O -a N iy Cr 0 W O N Cn E v a (D N I- 000 �• CD C E C Cn En Cn N O �,O d '� N _I C2_ n 0 C Q. o CD a o Cr 0 O A O -a N iy Cr 0 W O N Cn E v a (D N I- NOTES g�%RESIDENTIAL PERMI1 047-67-0-019 port 00-0035 BPEM Schuster Steve g ly 077 (Ln, ek tilO Spyglass Rd, lot 58,Chico (new single family) 1 OFFICE COPY Address _i GAS Meter By Date - t ELECTRIC Meter By k Date% X U�-j - %. I - S 16-o2k3sU SPECIAL CONDITIONS CHECKED J � BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. ' SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING.LETTER 4-b\6, V:%, l+ W23A lse� c, OFFICE COPY Address G G� GAS Meter By_'74�&/Date ELECTRIC Meter B Date JOB FINALED (D Signature r �= --GO. i X U�-j - %. I - S 16-o2k3sU SPECIAL CONDITIONS CHECKED J � BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. ' SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING.LETTER 4-b\6, V:%, l+ W23A lse� c, OFFICE COPY Address G G� GAS Meter By_'74�&/Date ELECTRIC Meter B Date JOB FINALED (D Signature r �= --GO. INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: G - /3o7�;aUc - , ENVIR. HEALTH, CHICO DATE: . 02. ENV, 'HEALTH HOLD ON BUILDING FINAL FOR: RELEASE / OWNER NAME: S •c STS SEPTIC: WELL: ✓ AP#: D 7- D 'd O ADDRESS/LOCATION: Ld T S8' S/6 C S S Comments: GLkwwosh+ekewhold 4 .r f 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. COUNTY OF BUTTE t `� 'BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 r.- 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 r. completed.If yo ave any questions pertaining to this matter, or need additional explanation, please Contac Zisom immediately e, r ���U✓/IlG� %" (3�� i,.f�c/rte /211 S'i!L S /7-y-- REV 10/92 1 • 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. IYO r S ,�• t Date t ILl 042 Inspector + • 4 A ef I REV 092 -' : z� t , \ x K JELD WEN ALTERNA 'EXTERIOR DOORS ti < �. x ff t \ HIGH DENSITY POLYSTYRENE CORE • LAMINATED VENEER INNEW FFRAME " " • :SOLID WOODf EDGE-STRIP, • 5 YEAR WARRANTY > v %l .. v 4$ it F• F x $ i 1 e Sacramento ® 9/1/98 Phone: 916-503-4100CELUJE Molded Flush Faz: 916-503-4111 Page 1 Jan -20-00 07:23A wbdc°, 9166BS2831y P.02 APA=Vff%"V •�� n Certificate of Conformance Certificate 05273 6 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And °GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. G & te � -zvoo FvN S �� � ��, 0.•�0 �w o ao •.�. Cz SEAL by Thomas G. Williamson Executive Vice President ENGnvEERED WOOD SYSTEMS is a related Corporation of AA4 — THE ENGINEERED WOOD ASSOCIATION 7011 Soutn 19th Street - P.O. Bax 11700 • Tacoma. WA 29411-0700 Telephone: (253) 565-8800 • Fax Number: R53) 565-7265 V n CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS �"tUALT 4b 1 A ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 Y ❑ 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED ( SQUARE FEET) ( -SQUARE FEET) ( •SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS FORM BATTS FORM BATTS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.O. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE INSTALLED APPLIED THICKNESS R - VALUE INSTALLED APPLIED THICKN SS MIN. INSTALLED WEIGHT PER SQUARE FOOT R - VALUE INSTALLED APPLIED THICKNESS KNEE WALLS IF R -VALUE IS THER THAN WALLS ABOVE MATERIAL FIBERGLASS FORM BATTS R VALUE MANUFACTURER , OCF AIR INFILTRATION SEALANT MATERIAL �av-\ MANUFACTURER W R GRACE THIS IS TO CERT Y TQMT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE, CODES, MATERIAL STAN S AND REGULATIONS. • SI NA INSU TION CONR TITLE MANAGER DATE '7n SIGN ENERAL tONTRACTIOR I TITLE DATE REMARKS: SIC -303 �_ BUILDER COPY V= OK 0 = Not OK = Not Applicable MOBILE HOMES Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /'L"ft./ PLPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, 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 -t )� 7. Electric 1 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 f 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 { ./=OK 0 = Not OK = _ plot Realdy ble RESIDENTIAL (Single & Duplex) Date derfloor (Plans) OK except #'s Date FRAMING (Continued) 4 . H rigers•Post Caps -Anchors -Connectors Le'Zon •Easements -Flood -Slope 2. Ftg. Soils-Elec. Grnd.-/ /" Ftg. Depth Cling. oist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. tg., ge; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth48 tg., P es & Decks; Soils -Steel-/ r Ftg. Depth Fi Ie Ties or Type AFlue-Fireplace Throat Clearance A c Access; Size & Romex Protection -Draft Stop -Ins. Baffles emwalls,_Main; Steel-Blockouts-Wrapped m. Windows or Exiting Doors -Sill Ht. & Dimensions emwGarage; Steel-Blockouts-Wrapped . Garage FirtEpsection Framing a 6 rdDowns and Special Anchors 527 FFe`rty Line Firewall & Openings 7. Slab, Steel -Wrapped C ITIff ^ r2- a4 xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel St ' ; Width-Headroom•Rise-Run-Landing-Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 56.Aiding-Nailing Veneer �z , I 57,,' Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access / 58. Glazing Area -Glass Protection -Skylights -Plastic ((J 59. Sfie - alts; Nadirtg@glts� 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 60. Brace Interior/Exterior Wall Panels 15. Access & Ventilation 61. Insulation -Walls -Ceilings 16. Insulation 62. Infiltration -Wal Windows Date o•Z Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date MBNVG (Permit) OK except #'s Date FINAL (Plans) OK except #'s Wat tr.; Vent -Access -Combustion Air Baffle E teps-Door & Sidelight Protection -Landings ater Pipe; Test & Anchor -Nail Protection 4V"Sm pke Detector 1 W.V - Test-Mmgs & Anchor -Nail Protection* -,furnace Vents -clearance -Comb, Air -Connector- rage; Above Floor -Ducts -Mach. Protection h er Pan; Test, First Floor -Tub Access e ub & Shower, Second Floor -Tub Access gpd—room Exiting Gas Pipe; Sixe & Anchors G.F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels Date d Card B-1 Date Card B-1airs ails Date Card B-1 v Date Card B-1 0 replace or Stove, Clearance -Hearth Date XLECTRICAL (Permit) OK except #'s . Elec. Outlets at Wood Panel, Int. & Ext. 3. F' ure ,Transformer Clearance -Ins. Protection 7�. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 24. Ele eceptacles Spacing -Lights & Switches at Doors <0 Elec. Outlets & Receptacles at Kit. Count r i Boxes & No. of Conductors Stapled <Z2ga2ge Fire Door; Skng-LanaKg-Cils6re 27. omex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water . A. Duct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in rage; Above Floor-Mech. Protection �—�Apphlgnce Circuits in Kitc & Conductor Size GFI ubfe Wire Size / f /Ca. C AI-A.C. Wire Size / ' u or AI 7t,—Ib., Elec. & Mech. Equip. Listed for Location nge,Circle / a or AI -Oven Circ. / / ga Cu or At Inal5ilated NeutrSl,, ❑ Yes O No 7Aefle2. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic Service -Riser Conductors & Ground Main Disconnect ward Rails & Deck Construction -Post Caps 32. Eq ip"C arances Panels-Motors-Mech. Equip. dn. VBents & Crawl Hole Door Drainage & Wood -Earth 3 to es Closet Light -Shower Light -Spa Light Clearance Looked under or Q Yes moke Detector 8 ging Instld./Drive es 0 No/Walks 44s 0 No/Planters J Yes o 444 tucco Brown -Finish Date' G7/ Card B•1 Date Card B-1 A.C. Unit Disconnect, Electrical -Plumbing Date Card B- Date Card B-1 5. Vents Above Roof, P16Appliancefireplace- Iearancopro Openings Date CHANICAL (Permit) OK except #'s A*e Water Well, Disconnect, Electrical, Plumbing . A.C. Ducts Insulation & Supportr . Exterior Elec. Trim, G.F.I. Receptacle -Underground 36 Ven!,Fan, Exhaust above insulationntilation Throughout House 3!t!��n6epsate Drain & Overflow, Size & Grade so—islass Protection F ace -Vent Access -Comb. Air -Return Air Vent 115 outlet 90. Co rections fr2,rqj2eevious Inspections Attic Access & Platform if Furnace in Attic ^7� iiC9� Gas TsatelIleters Tanoed. Gas -Electric( Date Card B-1 Date Card B-1 Dateyr Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s (a4, -'Sits Proper Materials & Anchors 4 Is Studs -Nailing Spacing & Braces -Plates -Sound BeXing Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) 44 Fir tops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing (92.jWater & Sewer Connected -C/O to Grad - pproval) Ene gy Compliance Certificate -Other Certificates ddress Posted Date Z31(ji 00 Card B-1 K,j3 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: W X11 COUNTY OF BUTTE.- DEPARTMENT OF DEVELOPMEN SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P IT N0. (Rev. 12/96) �I ll / APPLICATION AND PERMIT A93ES6D"EL "B. _ PORT ZONING BUILDING PERMIT OWNER STEVEE SC/HUSTER L��QNE TE0894 ((}} SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 3406 KEEFER ROAD CHICO 95973 (r)29 cov 177 C)Q CONTRACTOR'S NAME SCHUSTER CONSTpr TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 3 000.00 LENDER'S MAILING ADDRESS Total Valuation $ 192 059.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 965.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 627.25 BUILDINGADDRESS 440,�22SPYGLASS ROAD, CHIC -0 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1,635.25 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 7.00 112.0 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 1 15.00 Each as water heater or vent 15.001 TYPE OF WORK New l Addition ❑ Remodel ❑ 1161i6es ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOM Gas piping system 1 - 5 outlets 15.001 9 00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 192.00 ELECTRICAL PERMIT Fling Fee 20.00 °°°" OR LESS 1 23.00 23.00 Main Service zoDA OR LESS 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 isa full force and effect. / ///��� J`1 License Class Lic. No. A 000 � ` 3 '7 ( OWNER -BUILDER D CLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License I 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: ❑ 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. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provi ons of section 3700 of the Labor Code, I shall forth wit c m ly th ose visions. X Date Signature oT, plico A Owner ❑ Contractor ❑ Agent An OSHA per Itis requ i re6 for excavations over 60" deep and demolition or construction of structures over 3 stories inhe' ht. Main Service zoOA TO ,000A 46.00 NEW CONST. DW OR ADDNS..EWNG OCCUP. 00 3.50"-140. 11 ( FT NEW CONST. Mu�icTQo S. NON•RESID. 97.50 POWER APPARATUS B SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDRURES � @';50 Ex. Occup. ouTLEEDTs PEM.°ERw 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 183,11 MECHANICAL PERMIT Fling Fee 20.00 Heating 2 25.0 Cooling Hood 6.50 6-50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3/IT CONST. TYPE T TAL FEE $ Z ZU0 %p 17M HAZ D tPrFT I CDF ARC PO D U This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indica a ve fat -which fees have been paid. By D to Oa PERMIT EXPIRES ON 3 S O efe Receipt No. ' 9 d / WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ��, .� v�'�..✓MSL+�y-:Lw^YtrliSrY�r.tvi�h?.Y'[�'v{`�.-t'nr'-.f.`"d'� "!�"r�n _ - � '''f.r !r�r'�f+�i`��� „1 .....ty�,,, ...f..r-s COUNTY..OF"BUTTE - DEPARTIII,f,N , OF DEVELOPM ENT E�RVICES -BUILDING DIVISION ' 7 C Y CENTER DRIVE =OTR '� LE, CALIFORNI<95965 -'TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET 'tt OWNED AAAA ASSESSOR PARCEL NUMBER: 11D- -400/ci 1�1� f Pro=/eof Burldmg Use: ,� Building Inspector. p Date: At permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By All items have been submitted.`------------------------------------------------------------------------------------ ❑2. Plot plans, 3/4 sets, signed by the.preparer of plans. ------------------------------------------------------------ . E13. Complete plans, 3/4 sets, signed by°the preparer of plans. ----------------------------------------------------- ❑{ 4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- v ❑5. Engineered truss details and layout in duplicate.(required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- , S ❑ 8. Hazardous Material Form. ----------------=------------------------------------------------------------------------- s: ❑9. Manufactured Home data and install t' ' ,clud' ie Down 0:' Specifications.------------------ �Y--- 7=- Fees of $ --- ---- -- �---------------------------------------- 5-15-,a-6 I., Impact fees as shown on the attached schedule �y_,f��------p - �� f � California Department of Forestry plan approvadfwg<____1�4_ � A f! s 1 ---------- ------------- ❑ 1 lood elevation certificate. ------- ------------------------------------------------------------- 4 Sanitation and plot plan approval r rxj Health Department. ------------------------------------------- /— "?z(� ❑ 15. City of Chico plumbing permit.----------------==----------------------------------------------------------------- _ ❑ 16. Plot plan and business license approval from the City of Biggs. --------------------------------------- 4 7. P g approval for (A) Use: (B) Parking: Contact Land Development about dimprovements, ❑ Drainage, Legal Parcel. ----------------- N19. Encro,achment 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)- ----------------------------- 022. Workers' Compensation carrier and policy number. ---------------------------------------------------- 023. Owner-Builder ---------------------------------------------------❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner EI) - ------------------------------- 024. Letter of signature authorization.------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -�--- V'=°-S=`-�'-------- 026. Letter of intent on building use. ----------------------------------------------- ---------------------------------- 027. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- (Date) 030. Other:------- � WWh i you issue the p/ermi\�r9 ,ss as follows 11 Mail to owner,❑,�lvlail to coj�actor. Telephone ��-1 �1 V and hold for pickup at V 0 U 1 office. ❑ eliv with inspector. t +Applicant: Date: Copy of Haz-Mat form sent ❑ Health epartment, ❑ Fire Department, ❑ Air PoWti Date: By: ► Copy of plans sent ❑Health DepartmeVtt, ❑ Fire Department, o they: 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 6 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, own wassed of the above required data by ❑ phone, ❑ mail, ❑ Build' ivisr n counter, by Date: Plans ieviewed by: ffic Date: •00 Plans approved by: Date: - ©Q Sets of plans on hold in 13 Plan Cabinet, 0 A.P. folder. Note transfer 1: TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY 'w Plot Plan AttoeMd Floor Plan Atta�Md eS Sent to B.S. JG�I LhS GDT �O S/�j/��65 *7-6 —(9 7U ` D19� ✓T/oHJ f Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well }S Clearance for-dwe"irtg: Other q 6��ur�e Hold final for: 1 4 - Final clearance O.K. for: NOTE: 0Y Environmental Health Specialist 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BOLDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA -95965 TELEPHONE (916) 538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ............ $ -- Additional Fees Due ............ $ �f .. , -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES ,"(paid at District Office) �,///3. SHERIFF FEES (paid at Building Division) Residential ........ I x $360.00= $3(�c5 Units Commercial (sq.ft.)... x. $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x _$ Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) . 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) I.X9. CSA 87 TRAFFIC FEL2500.00�;Iiid at Building Division) DATE ' '� ' 00 a RECEIPT # DATE REC r 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 ,. , DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. -The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) 1 ^ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION V 7 County Center Drive - Oroville, California 95965 • Telephone (530) 538-7541 PERMIT v• .RpJ 1'2,'96)' APPLICATION ANS PERMIT �0 ` S ASSESSORPARC!LNUMe ���)kC ` ZO`pNINcOI BUILDING PERMIT OCONTRACTOR'S OWNER 5GQ �E-1 l NC q _ SO. FT. OCC. I BUILDING VALUATION - - OWNED9 MAILING ADDRESS \ irC, 15.0011 dj- NAME TELEPHONE t Q CONTRACTOR'S MAILING ADDRESS ! I @7.501 CONSTRUCTION LENDER I 7.00 Fireplace 0• 0 Total Valuation 1 411 ifj LENDER'S MAILING ADDRESS OUTLET OR FDCTURES i ARCHITECT OR ENGINEER LICENSE NO. Filing Fee I $ 20.0C Permit Fee 411,05.$ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkinq Fee $ Mobile Home Facilities i BUILDING ADDRESS Enerqv Plan Checking Fee i $ ?�•(� LOTNO.5-6 I SU 1 rar l/ ��\ I �......�......r USEOFSTRUCTURE SFC< Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK N.X Addition ❑ Remo" ❑ Utilities ❑ Installation ❑ O�tyhei aqoLn:g� DescribeWork: j Fl�x3 x� 3 C-nt/t PERMIT FEE S PLUMBING PERMIT Fling Fee 120.00 Each Trap 7.0 Solar or heat pump water heater 23.00 Water piping 15.00 11 5 Each gas water heater or vent 15.0011 dj- Gas piping system 1 - 5 outlets 15.00j /,S.OV I i Building sewer Mobile Home I S l G I W 1 5.001 ,5 , Ov 1 @20.001 1, PERMIT FEE S MECHANICAL PERMIT PERMIT FEE i L ELECTRICAL PERMIT Fling Feel 20.00 Main Service 60 OR LESS .0A OR LESS 23.00 ,-(M Main Service 200A TO 1000A I 46.001 NEW CONST. OR ADONS. IF DWELLING OCCUR ( 8 ACC. BUDS. �.SCSO.1 FT.. NEW C61ON0.ST. NON-R muLTI.OUTL.ET I ! I @7.501 POWER APPARATUS I 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDCTURES i BAL 9' S0 i EX. Occup. FlXED APPUNS. OR (OUTLETS URESID.11 ) I 5.001 Temporary Service I 23.001 Mobile Home Facilities i 20.0011 Misc. Wiring 1 I 23.00: PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Z Z 50.00 Hood Ventilation 6.50 & •50 & y.50 PERMIT FEE! $ Mobile Home Installation Fee 1 $ Energy Inspection Fee S r 4lTOT FEE '$ AZ FE 1M? F�000 , CDF . jA-C'R,7t01 6 This permit Is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do Nor, Indicated above for which fees have been paid. By --- -- Date ---__-- PERMIT EXPIRES ON_—_-- i(Mldl 0 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One`form per Building) i School District k,- v1 (— Q L/V / l ( �t e C( Building Department No. A.P. Number 04-1. 6�7o — 019 Jurisdiction: cityCounty Property Owners Property Location/Address Y) ( {—AP 1`7 /1%1 Subdivision Lot No. 55 Residential Development .................................................................................................................. Sq. Footage r7V No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): i................................................................................................................... Commercial/Industrial 0 Sq. Footage.,:._.. . .. New Addition (Including Exterior Areas) WRoofed 00 Oo Building Departr4nt Repres ntative Date I" (Floor Plans reviewed by School District Personnel District Identification No. �O O q/l �j V �,S D School District certifies that (Applicant) ()) �'J q, -08-4 Ju kinla Z) (Street Address) (Phone Number) has complied with the requirements of Resolution No. representing 30 3 square feet. School District Representative Paid by Check # � � - Remarks: (State) (Zip Code) �y' 9 g by payment of $ 59'3q. 3 AS 2926 $ FULL MITIGATION E Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA); this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As (10/98)dmm I q ��( . ff Z-4�� L•a BUTTE COUNTY PARKS DEVELOPKENT FES CERTIFICATION FORK CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number(s) 0 4-7 ,gip `70 -"0 Property Owner 9c lip �(' � � S /:I&_) Project Location/Address >)Lf Subdivision vj r'� inh tom' Lot Number(s) �5((:2? Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: 00 Building Department Mpre entative Date Chico Area Recreation and Park District(CARD) certifies that 5C6FV'-7Kr- Applicant Name �A?r i��OCA C) (Street Address) .. (Phone r C V 014 C15ci-I (City) (State) (Zip Code has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ { ��/, CD CARD Representative PAID BY CHECK NO. REMARKS: BANK NO. `70 - 4 �[ o )-// Z 1 r q - PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) 31 I Date Yellow--Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. tAt ar CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Schuster Residence Date..01/07/00 10:00:59 Project Address........ Lot 58 Pheasant Landing ******* n�1 Chico *v5.00* �lVv 7j Documentation Author... Marty Runnells ******* ng Permit Energy Calculation Services I. W.&V 1907 Mangrove Avenue, Suite E PtzM Check Date Chico, CA 95926 530-894-3422 Field Check/ Date Climate Zone 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -000075 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal 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....... 2988 sf Single Family Detached New Front Facing 165 deg (S) 1 1 Slab On Grade 17.5 % of floor area 0.59 Btu/hr-sf-F 0.65 BUILDING SHELL INSULATION JAN o % ?n«Q BUTTE ;, BUILDING Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 Door n/a R-0 R-n/a R-0 0.330 Roof n/a R-30 R-n/a R-30 0.031 SlabEdge n/a R-0 R-n/a F2=0.900 SlabEdge n/a R-0 R-n/a F2=0.720 SlabEdge n/a R-0 R-n/a F2=0.550 SlabEdge n/a R-0 R=n/a F2=0.500 FENESTRATION PLAN FRONT, KNEE WALL TO GARAGE, LEFT, BACK BACK LEFT, BACK RIGHT RIGHT TO GARAGE TO ATTIC VAULTED TRUSS TO EXTERIOR TO EXTERIOR TO GARAGE TO GARAGE C Over - Exterior hang/ Shading Fins Standard None Standard Area U- Yes Interior Orientation Standard (sf) Value SHGC Shading Window Front (S) 30.0 0.600 0.650 Standard Window Front (S) 30.0 0.600 0.650 Standard Window Front (S) 6.7 0.570 0.670 Standard Door Front (S) 20.0 0.550 0.650 Standard Window Front (S) 6.7 0.570 0.670 Standard Window Front (S) 40.0 0.600 0.650 Standard Window Front (S) 30.0 0.600 0.650 Standard Window Front (S) 6.0 0.600 0.650 Standard Window Left (W) 15.0 0.600 0.650 Standard Window Left (W) 10.0 0.600 0.650 Standard PLAN FRONT, KNEE WALL TO GARAGE, LEFT, BACK BACK LEFT, BACK RIGHT RIGHT TO GARAGE TO ATTIC VAULTED TRUSS TO EXTERIOR TO EXTERIOR TO GARAGE TO GARAGE C Over - Exterior hang/ Shading Fins Standard None Standard None Standard Yes Standard Yes Standard Yes Standar• =Y�-�" Standard Yes Sta-ndard ,Yes, fir- StandardNQ StanAPPROVED CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Schuster Residence Date..01/07/00 10:00:59 MICROPAS5 v5.00 File -00007S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal FENESTRATION REMARKS TT -t-- M ,til k �--i"mo i • m Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Door Left (W) 18.0 0.550 0.650 Standard Standard Yes Window Back (N) 30.0 0.600 0.650 Standard Standard None Window Back (N) 6.0 0.600 0.650 Standard Standard None Window Back (NW) 3.5 0.600 0.650 Standard Standard Yes Window Back (N) 12.0 0.570 0.670 Standard Standard Yes Window Back (N) 3.5 0.600 0.650 Standard Standard Yes Window Back (N) 63.0 0.600 0.650 Standard Standard None Window Back (N) 22.8 0.570 0.670 Standard Standard None Window Back (N) 2.3 0.570 0.670 Standard Standard None Window Back (N) 25.0 0.570 0.670 Standard Standard Yes Door Back (N) 18.0 0.550 0.650 Standard Standard Yes Window Back (N) 63.0 0.600 0.650 Standard Standard Yes Door Right (E) 17.0 0.550 0.650 Standard Standard None Window Right (E) 10.0 0.570 0.670 Standard Standard Yes Window Right (E) 25.0 0.600 0.650 Standard Standard None Skylight Horz 4.0 0.800 0.730 None None None Skylight Horz 6.0 0.800 0.730 None None None SLAB SURFACES Area Slab Type (sf) Standard Slab 2988 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Gas 0.800 AFUE Attic R-4.2 No No Setback ACSplit 10.00 SEER Attic 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 .58 50 R- n/a REMARKS TT -t-- M ,til k �--i"mo i • m CERTIFICATE OF COMPLIANCE: RESIDENTIAL IPage 3 CF -1R Project Title.......... The Schuster Residence Date..01/07/00 10:00:59 MICROPAS5 v5.00 File -000075 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal 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.... Steve Schuster Company. Builder Address. 3406 Keefer Road Chico, CA 95973 Phone... 530 894 0894 License. 1A A Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. to DOCUMENTATION AUTHOR Name-.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed.. ate NaALD-iING ®EPAF.-.iENe- MANDATORY MEASURES CHECKLIST:'RESIDENTIAL Page 1 MF -1R Project Title.......... The Schuster Residence Date..01/07/00 10:00:59 P t Add L t 58 Ph t L d' ******* rojec ress........ o Basan an 11,J Chico *v5.00* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-3422 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -00007S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal 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 0.30-., water vapor transmission rate no greater than 2.0 IYA 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(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with N/A 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. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control jUTTE CnWl Y 2. No continuous burning gas pilots allowed. ftJILDING P LiJA4E-N` . MANDATORY MEASURES CHECKLIST:'RESIDENTIAL. Page 2 MF -1R Project Title.......... The Schuster Residence Date..01/07/00 10:00:59 MICROPAS5 v5.00 File -000075 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal 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(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 78o 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. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. N/A 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) .4fU TTE COU -NII fiIJILDING DIE-PARTMEt PPROVEn MANDATORY MEASURES CHECKLIST:' RESIDENTIAL Page 3 MF -1R Project Title.......... The Schuster Residence Date..01/07/00 10:00:59 MICROPAS5 v5.00 File -000075 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal LIGHTING MEASURES Design- Enforce- er ment 150(k)l: 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. 1� COMPUTER. METHOD SUMMARY Page 1 C -2R Project Title.......... The Schuster Residence Date..01/07/00 10:00:59 P 4 t Add L t 58 Ph t L d' ******* ro�ec ress........ o Basan an ing Chico *v5.00* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-3422 Climate Zone 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -000075 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal Zone Type HOUSE Residence MICROPAS5 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Design 18.33 12.11 9.54 39.98 Proposed Compliance Design Margin 18.75 10.24 8.67 -0.42 1.87 0.87 2.32 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... 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..... 2988 sf Single Family Detached New Front Facing 165 deg (S) 1 1 ReducedYear Slab On Grade 1 25024 cf 2988 sf 17.5 % of floor area 0.59 Btu/hr-sf-F 0.65 8.4 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 2988 25024 1.00 Yes Setback 2.OjSt-an�d�,r�.N�o KOILDING DEPA AM-` R 0V E �� } Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -000075 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal Zone Type HOUSE Residence MICROPAS5 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Design 18.33 12.11 9.54 39.98 Proposed Compliance Design Margin 18.75 10.24 8.67 -0.42 1.87 0.87 2.32 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... 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..... 2988 sf Single Family Detached New Front Facing 165 deg (S) 1 1 ReducedYear Slab On Grade 1 25024 cf 2988 sf 17.5 % of floor area 0.59 Btu/hr-sf-F 0.65 8.4 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 2988 25024 1.00 Yes Setback 2.OjSt-an�d�,r�.N�o KOILDING DEPA AM-` R 0V E �� } COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Schuster Residence Date..01/07/00 10:00:59 MICROPAS5 v5.00 File -00007S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 423 0.065 19 165 90 Yes None PLAN FRONT 2 Wall 37 0.065 19 165 90 Yes None KNEE WALL 3 Wall 124 0.065 19 165 90 No None TO GARAGE 4 Wall 205 0.065 19 255 90 Yes None LEFT 5 Wall 300 0.065 19 255 90 No None TO GARAGE 6 Door 20 0.330 0 255 90 No None TO GARAGE 7 Wall 487 0.065 19 345 90 Yes None BACK 8 Wall 13 0.065 19 315 90 Yes None BACK LEFT 9 Wall 13 0.065 19 15 90 Yes None BACK RIGHT 10 Wall 496 0.065 19 75 90 Yes None RIGHT 11 Roof 2482 0.031 30 n/a 0 Yes None TO ATTIC 12 Roof 555 0.031 30 165 19 Yes None VAULTED TRUSS PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 13 SlabEdge 39 0.900 R-0 No TO EXTERIOR 14 SlabEdge 226 0.720 R-0 No TO EXTERIOR 15 SlabEdge 19 0.550 R-0 No TO GARAGE 16 SlabEdge 33 0.500 R-0 No TO GARAGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (S) 30.0 0.600 0.650 165 90 Standard/0.76 Standard/0.68 2 Window Front (S) 30.0 0.600 0.650 165 90 Standard/0.76 Standard/0.68 3 Window Front (S) 6.7 0.570 0.670 165 90 Standard/0.76 Standard/0.68 4 Door Front (S) 20.0 0.550 0.650 165 90 Standard/0.76 Standard/0.68 5 Window Front (S) 6.7 0.570 0.670 165 90 Standard/0.76 Standard/0.68 6 Window Front (S) 40.0 0.600 0.650 165 90 Standard/0.76 Standard/0.68 7 Window Front (S) 30.0 0.600 0.650 165 90 Standard/0.76 Standard/0.68 8 Window Front (S) 6.0 0.600 0.650 165 90 Standard/0.76 Standard/0.68 9 Window Left (W) 15.0 0.600 0.650 255 90 Standard/0.76 Standard/0.68 10 Window Left (W) 10.0 0.600 0.650 255 90 Standard/0.76 Standard/0.68 11 Door Left (W) 18.0 0.550 0.650 255 90 Standard/0.76 Standard/0.68 12 Window Back (N) 30.0 0.600 0.650 345 90 Standard/0.76 Standard/0.68 13 Window Back (N) 6.0 0.600 0.650 345 90 Standard/0.76 Standard/0.68 14 Window Back (NW) 3.5 0.600 0.650 315 90 Standard/0.76 Standard/0.68 15 Window Back (N) 12.0 0.570 0.670 345 90 Standard/0.76 Standard/0.68 16 Window Back (N) 3.5 0.600 0.650 15 90 Standard/Q,?':TS,dV'a0.68 17 Window Back (N) 63.0 0.600 0.650 345 90 Standard/0.76 Standard/0.68 18 Window Back (N) 22.8 0.570 0.670 345 90 Standard'/�007'6G ST .dard/0; 68 n 19 Window Back (N) 2.3 0.570 0.670 345 90 Standard/b.16' S'tanda'rd/0`68 20 Window Back (N) 25.0 0.570 0.670 345 90 StandardlF7.6 t tandard/>.68 �`i.&f COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Schuster Residence Date..01/07/00 10:00:59 MICROPAS5 v5.00 File -000075 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal FENESTRATION SURFACES HOUSE Standard Slab 2988 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct Area U- Location Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt.Type/SHGC 10.00 SEER Attic Type/SHGC 21 Door Back (N) 18.0 0.550 0.650 345 90 Standard/0.76 Standard/0.68 22 Window Back (N) 63.0 0.600 0.650 345 90 Standard/0.76 Standard/0.68 23 Door Right (E) 17.0 0.550 0.650 75 90 Standard/0.76 Standard/0.68 24 Window Right (E) 10.0 0.570 0.670 75 90 Standard/0.76 Standard/0.68 25 Window Right (E) 25.0 0.600 0.650 75 90 Standard/0.76 Standard/0.68 26 Skylight Horz 4.0 0.800 0.730 165 0 None/1 None/1 27 Skylight Horz 6.0 0.800 0.730 165 0 None/1 None/1 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 3 Window 6.7 n/a 6.67 11 1 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 20.0 n/a 6.67 11' 1 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 6.7 n/a 6.67 11 1 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 40.0 n/a 5 9 1 n/a n/a" n/a n/a n/a n/a n/a n/a 7 Window 30.0 n/a 5 9 1 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 6.0 n/a 3 12 1 n/a n/a n/a -n/a n/a n/a n/a n/a 9 Window 15.0 n/a 3 9.16 1 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 10.0 n/a 3 9.16 1 n/a n/a n/a n/a n/a n/a n/a n/a 11 Door 18.0 2.67 6.67 23.6 1 1 8.5 1 21 1 n/a n/a n/a 14 Window 3.5 n/a 3 13 1 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 12.0 n/a 3 12 1 n/a n/a n/a 'n/a n/a n/a n/a n/a 16 Window 3.5 n/a 3 13 1 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 25.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 21 Door 18.0 n/a 6.67 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 63.0 n/a 5 2- 1 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 10.0 n/a 2 2 1 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 2988 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff 1$°-� HOUSE Gas 0.800.AFUE Attic R-4.2 No "OILUINCHSEPART6a,�. S�3 ACSplit 10.00 SEER Attic R-4.2 No No 0.66145 �/ A.e i3i. HVAC SIZING Page 1 HVAC Project Title.......... The Schuster Residence Date..01/07/00 10:00:59 PAdd h ******* �ect ........ Lot 58 P easant Landi roressng Chico *v5.00* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-3422 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPASS v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -000075 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2988 sf 25024 cf Front Facing CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating (Btuh) Opaque Conduction and Solar...... 19844 Glazing Conduction ............... 13322 Glazing Solar .................... < n/a Infiltration ..................... 15824 Internal Gain....... ............. n/a Ducts ............................ 4899 Sensible Load .................... 53890 Latent Load ...................... n/a 165 deg (S) Cooling (Btuh) 6983 7436 9398 5200 2100 3112 34228 6846 Minimum Total Load 53890 41073 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, 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 factors when selecting the HVAC equipment. JUTTE COU V _A ALONG DEEPARTMP.- v COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Schuster Residence Date..01/07/00 10:00:59 MICROPAS5 v5.00 File -00007S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2988 SF.Res.- Submittal WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) 1 Storage Gas Standard 1 .58 50 REMARKS External Insulation R -value R- n/a 4JTTE comy PV`s GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVE., CHICO CA 95926 (916) 89475719 Structural Calculations . For: �5-0 AR�ti �c No. C !blas �¢ REN JAN 0 7 2000 BUTTE %, AjNTY SION BUYI,DING �1 LOAD SUMMARY *Use normal force method *Exposure B *Basic wind speed: 75 mph P = Ce Cq qs I , Walls P = .62 * 1.3 * 14.5 * 1.0 ='.0117 ksf < 15 ft. P = .67 * 1.3 * 14.5 * 1.0.= .0126 ksf a 20 ft. P = .72 * 1..3 * 14..5 * 1..0 = .0136 ksf a 25 ft. P = .76 * 1.3 * 14.5 * 1.0 .0143 ksf ® 30 ft. Roofs 2:12 to less than 9:12 P = .62 * 1.0 * 14.5 * 1.0,= .009 ksf < 15 ft. P = .67 -* 1 .0 * 14.5. *--1 .0 ..0.10 ksf Q 20 ft. P = .72 * 1.0 * 14.5 * 1.0 _ ..01.1 ksf @ 25 ft'. P = .76 * 1.0 *.14.5 * j..0 ._ .01 1 ksf @ 30 ft. . Roofs 9:12 to 12:12 P = .62 * 1.1 * 14.5 * 1 .0 -_. .010 ksf < 15 ft. P = .67 * 1.1 * 14.5 * 1.0'= .011 ksf ® 20 ft. ..P = .72 * 1 . 1 * 14.5. * 1.0 = .0.12: ksf a 25 ft. P = .76 * 1.1 * 14.5 * 1.0'= .012 ksf 0 30-ft. 7i' • des 3 c� h �o r- z co h �� 6 1• . ICY e � D v ev 1: 40 ZA •� z � y , S S i�3 IC.e-9 31 09 To. C�l T-3 vi To. C�l T-3 To. ... i 2�� �c2t4-� All `i roc. et. Z' D. c- tt4 pt �r Cal moi 3-7,C q.z�l - Z�•B' -S 3�.8 z ��3 etc -3p ST Cc 2-2 74i .p 6tzo-ql. PQM PC, 0eye e-7 = *moo C r Ci'W�J lit S 2-7Cr�8' l s u Cc�iZ> qlK Z ef WA n W -�, 5 ? I i 3q l� 10 ARCHITECT 383 ILIO UNDO AVE., CHICO CA 95926 (916) 894-5719 Date: /o 0 From: To:-- �0 �-5,, .� No. of sheets, including cover: -4 Comments: (A-Gc,,S e4e �� s Xv 10,95 -14 P a ��✓ �o �. eq ei ee A -C /< e 1-7 Y -/v he /D Roof Beam( 97 UBC (91 NDS) I StruCalc 4,06 BY: GreAgry A. Peitz, Gregory X Peitz Architect on: 02-04-2000 Proiect: SCHUSTER - Location: FAMILY RM. RIDGE Surrunary: 6.75 IN x 15.00 IN x 25.0 FT / 24F -V4 - VISUALLY GRADED Section Adequate By: 25.1 WESTERN SPS - Dry Use % Controlling Factor: Moment of Inertia / Depth Required 13.92 In Deflections: Dead Load. Live Load: DLD= 0.68 IN Total Load: LLD= 0.65 IN = IJ461 Reactions (Each End): TLD'= 1.33 1N = L/225 Live Load: Dead Load: RL= 3160 I.Is Total Load: RD= 3312 LH Bearing Length Regd.: RT= 6472 LB Camber Regd.: BL= 1.48 IN Beam Data: C- 1.02 1 N Span: Maximum Unbraced Span: L` 25.0 1',1, Pitch Of Roof. Lu= 2.0 1:'1 Live Load Deflect. Criteria: RP" 8.00 : 12 Total Load Deflect. Criteria: L/ 240 Camber Adjustment Factor: L/ 180 Beam Loading: CAF= 1.5 X IN I) Live Load: Roof Loaded Area: LL= 13 I'SI` Roof Live Load Method: 2 RLA- 500 SF Side One: Roof Dead Load: Roof Roof Rafter Tributary Width: DLI - 10 I'SI Side Two: Roof Dead Load: = TW 1= WI 1 F'I' Roof Rafter Tributary Width:' 10 PSF Roof Duration Factor. TW2= -10.0 l T Slope Adiusted Lengths and Loads: Cd= 1.25 Adiusted Beam Length: Beam Live Load W/ Slope Red'n: Ladi= 25.0 F'1' Beam Self Weight: WL 253 Pl.l' Beam Total Dead Load: = SW= 25 111.1'BSW Total Maximum Load: 265 111.1' Controlling Total Design Load: Properties For: 24F -V4- VISUALLY GRADED = wTco WT= 518 518 PTI 1 Pi -F WESTERN SPS Bending Stress: Shear Stress: Fb= 2400 I'Sl Modulus of Elasticity: Fv= 190 PSI Ex= 1800000 PSI Stress Perpendicular to Grain: Adjusted Properties: Ev= Fc_perp= 1600000 650 I'SI PSI Fb' (Tension): Adjustment Factors: Cd=1.25 C1=1.00 Cv=0.93 Fb'= 2805 PSI Fv': Adjustment Factors: Cd=1.25 Fv= 238 PSI Design Requirements: Maximum Moment: Shear (6 d from beam end): M= 40452 FT -1.13 Comparisons With Required Sections. V= 5825 1.11 Section Modulus: Sreq= 173.1 IN3 Area: S= 253.1 IN3 Areq= 36.8 IN2 Moment of Inertia: A- Ireo= i 01.2 1517.0 1 N2 IN4 1= 1898.4 IN4 Roof Beam( 97 UBC (91 NDS) j .StruCalc 4.06 By: Gregory A. Peitz, Gregory A. Peitz Architect on: 02-04-2000 Proiect: SCHUSTER - Location: BEAM OVER KITCHEN IN - L/516 Summary: IN = L/264 3.125 IN x 15.00 IN x 16.5 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 19.1 % Controlling Factor: Section Modulus / Depth Required 13.74 In Deflections: 5874--'I.B Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): 2.0 Live Load: Rl, Dead Load: RD= Total Load: RT - Bearing Length Reqd.: Bl; Camber Reqd.: C= Beam Data: Span: L= Maximum Unbraced Span: I,u= Pitch Of Roof: RP= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: l,/ Camber Adjustment Factor: CAF= Beam Loading: Live Load: 1.L= Roof Loaded Area: RI.A= Roof Live Load Method: 2 Side One: Roof Dead Load: Di.1= Roof Rafter Tributary Width: TW1= Side Two: Roof Dead Load: DL2= Roof Rafter Tributary Width: TW2= Roof Duration Factor: Cd= Slope Adjusted Lengths and Loads: Adiusted Beam Length: Ladj= Beam Live Load W/ Slope Red'n: WL= Beam Self Weight: BSW= Beam Total Dead Load: WD= Total Maximum Load: wT= Controlling Total Design Load: wTcont= Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS B A. S 0.37 IN 0.38 IN - L/516 0.75 IN = L/264 3004 1,13 2870 1.13 5874--'I.B 1.13 2.89 IN 0.55 IN 16.5 FT 2.0 FT 8.00 : 12 240 1 N2 180 599.8 1.5 X DLL 13 1'SI 462 SF 10 PSF 14.0 FT 10 PSF 14.0 FT 1.25 16.5 364 348 712 712 en nig tress. Fb= 2400 Shear Stress: Fv= 190 Modulus of Elasticity: Ex= 1800000 Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.25 C1=0.99 Fv': Adjustment Factors: Cd=1.25 Design Requirements. Maximum Moment: Shear ((a, d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: EV-- 1600000 Fc_perp= 650 PSI 1'SI 1 -ISI 1'SI I'M FW= 2956 PSI Fv'= 238 PSI M= 24232 FT -1.13 V= 4984 1.13 Sreq= 98.4 IN3 S= 117.1 IN3 Am= 31.5 IN2 A= 46.8 1 N2 Ireq= 599.8 IN4 1= 878.9 IN4 Bending Stress: Fb= 2400 Shear Stress: Fv= 190 Modulus of Elasticity: Ex= 1800000 Stress Perpendicular to Grain: Adjusted Properties: FW (Tension): Adjustment Factors: Cd=1.25 CI=1.00 Cv=1.00 Fv':' Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: 5.501 FT From Left Support Shear ((a, d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Ey= 1600000 Fc_perp= 650 Fb'= 2990 1'81 �G 238 Multi -Loaded Beam( 97 UBC (91 NDS)1 StruCalc 4.06 M= 26064 FT -1,13 By: Gregory A. Peitz, Gregory A. Peitz Architect on: 02-04-2000 5001 1,13 Project: SCHUSTER - Location: KITCHI'N/FAMILY ROMM 104.7 IN3 Summary: 162.0 IN3 Areq= 6.75 IN x 12.00 IN x 16.5 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use A= 81.0 Section Adequate By: 35.5% Controlling Factor: Moment of Inertia/ Depth Required 10.84 In 717.2 IN4 Deflections: 972.0 IN4 Dead Load: DLD= 0.29 IN Live Load: LLD= 0.31 IN = I J629 Total Load: TLD= IN - 1,/325 End Reactions(Left Side): .0.61 Live Load: RLI= 2663 1.13 Dead Load. RDI = 2488 IM Total Load: RTI= 5151 1.11 End Reactions(Right Side): . Live Load: RL2= 1661 1,13 Dead Load: RD2= 1532 Lli Total Load: RT2= 3193 1,13 Bearing Length Regd.(Left) : BL1= 1.17 IN Bearing LengthRegd.(Right): BL2= 0.73 IN Camber Regd.: C= 0.44 IN Beam Data: Span: L= 16.5 F7 Maximum Unbraced Span: Lu= 2.0 FT Live Load Duration Factor: Cd= 1.25 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: f,/ 240 Camber Adjustment Factor: CAF= 1.5 X 1>l.11 Uniform Load: Live Load: wL= 80 PL)" Dead Load. wD= 50 I'L.l' Beam Self Weight: BSW= 20 1'L.l: Total Load: WT= 150 111.1' Concentiated Load P 1: Live Load: PL1= 3004 LB Dead Load: PD 1= 2870 IM Total Load: PTI= 5874 1.13 Location: X1= 5.5 FT Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 Shear Stress: Fv= 190 Modulus of Elasticity: Ex= 1800000 Stress Perpendicular to Grain: Adjusted Properties: FW (Tension): Adjustment Factors: Cd=1.25 CI=1.00 Cv=1.00 Fv':' Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: 5.501 FT From Left Support Shear ((a, d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Ey= 1600000 Fc_perp= 650 Fb'= 2990 1'81 Fv'= 238 PS . M= 26064 FT -1,13 V= 5001 1,13 Sreq= 104.7 IN3 S= 162.0 IN3 Areq= 31.6 IN2 A= 81.0 IN2. Ireq= 717.2 IN4 1= 972.0 IN4 PRC --ECT PROCESSING RECORD ArtLICANT• •scs c -n OWNER: •. PERNTT #: 00-00j5 A. P. #: +-7— 6-1— 19 PTAI WORK DESCRIPTION: N-vt3S c - DATE DESCRIPTION OF STEP 2 3 o0 1 t'00 C;4U t -V G gC- G *'?6 I TZtis t+l M cc-t;E is R, s c /M -c S . FOR Co P -e � t2o o M 1z(b � . t3��M C P s ) -�_ �,� r s.A-1 fA' . �i2 3/4'' K 1 b" 37& " x 12 " Col -M s, q-[�-oo CoI� EG w 1 L /o0', F/4X. 1J0/V w"WL".Ell- amlow—lamem I • DRAFT COPY RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner:Building Permit Number: Plans Examiner: k P. Number: • v GENERAL: /Y. Zoning requirements — (number of permitted living units). 5�Building permit valuation. - Plans signed by the designer. �4 Proper description of work on the application. ,,51 Existing violations on the property. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. 4. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). ,7:; -FAU & FAS road setback. `;A Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 0% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). tic j' Required room sizes and ceiling heights (Uniform Building Code section 310.6). 2Gt f't� C,;��FCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). hibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5).hibited locations of gas heating equipment (Uniform Mechanical Code 304.5). rage firewall separation - rfuired on garage side including supporting walls and posts (Uniform uilding Code section 302.4 efteption #3). Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9.1). �3 Water closet clearances (Uniform Plumbing Code 408.5). Shover compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7)., Page 1 of 2 DRAFT COPY STRUCTURAL DETAILS: 1, Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2. Standard bracing or engineered design (Uniform Building Code section 2320.11.3). 3. Clerestory requiring balloon framing and/or engineering. t 4` Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. 'Floor construction details complete enough to construct building. A 7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. 9. RAft"er ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). 13. Stud heights. Expansive soil — special foundation design required. ,,Itetaining walls requiring design. 16. Special Inspection requirements. 17. Header sizes. 181 Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. •Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section • 1006). Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). 5. - Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. .Roof covering type — (fire hazard). 7.. Foam insulation — protection. 8. 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). 1. ttic access and ventilation (Uniform Building Code section 1505). 12. Combustion air for fuel burning appliances — LPG requirements`: .13. Sound requirements. nergy design compliance and Supporting documentation. Flashing at all exterior openings.- CDF responsible area requirements. 1 . Building Permit requirements: 17.1. Pood 17.2. elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. Page 2 of 2 • APPLIED TESTING CONSULTANTS N1 MATERIALS ENGINEERING TESTING AND INSPECTION February 8, 2000 County of Butte Building Division 7 County Center Drive Oroville, CA 95965 Attn: Gentlemen We have completed an Expansion Index (EI) Test per the 1994 Uniform Building Code (UBC) Standard 18-2 on a sample of soil obtained from Lot 58 located in Phase III of the Pheasant Landing Subdivision, Chico, CA. The site is identified on plans prepared by your office as AN 047-670-019. The soil described above was sampled for expansion index testing. The test result was an EI = 27. The UBC classifies this soil as having a "Low" potential for expansion. The Butte County Building Department requires recommendations for mitigating the effects of soil expansion if the EI exceeds 20. The contractor shall obtain recommendations for mitigating expansive soils from the architect or engineer of record on this project. Applied Testing Consultants does not represent that these test results and/or recommendations are suitable whether or not modified, for any other site or structure on this site than the one for which they were specifically prepared. Applied Testing Consultants disclaims responsibility for these test results and/or recommendations if they are used whole or in part at any other site or structure on this site. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Client: Sorenson Construction Project: Pheasant Landing, Phase 2, Lot # 58 Contact: Wendell Sorenson Soil description: Brown Clayey Silt with Small Gravel Sample location: Lot. # 58 Sample taken by: M. Haydon, ATC Depth of sample: NA Moisture determination . Gross wet wt: 374.4 Star Gross dry wt: 338.4 Pan wt: 85.5 Net dry wt: 252.9 Moisture Loss: 36.0 Moisture content: Density determination Wt of soil & ring: 555.2 Tare of ring: 200.1 Net compacted soil wt: 355.1 1 Dry Density, pcf: 94.3 1 Saturation determination 1 Volume of solids: 0.559 1 Volume of water: 0.215 2/8!00 1 Volume of air: 0.226 1 Degree of saturation: 48.7% 1 Gross final wet wt: 394.4 1 1 Gross final dry wt: 303.3 1 Final moisture loss: 91.1 2 Final net dry wt: 217.8 Fina Final moisture content: 41.8% This test was perfo Reviewed by: %per ADSTM D-4 29-n88 Dater 7 -Feb -00 Tech: B. Carter Time I Reading Expansion Index: 27 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 January 20, 2000 Steve Schuster 3406 Keefer Rd. Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 047-670-019pt Building Permit Number: 00-0035 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter.. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expidate the re -check and approval*ofthis project. Provide additional information and/or make revisions to plans; specifications and calculations as follows: /sing the demensions on the plans the square footage of the house is 3023 square feet and the garage/storage is 980 square feet. /-Provide location and all requirements for.the-water heater directly on the plans. /Is the garage lid to be part of required fire sepatation or are you taking separation to the roof sheating? Please place all requirements for fire separation directly on the plans. , 5 =peri' J R -P— 015 /4 -'Provide -- e all requirements for alternate braced wall panel directly on the plans. 4_131, VMC, 4, �01"a.,?-" Section details of house how R-13 insulation in the walls, energy calcs call for R-19. Revise plan for correct insulation. G� a l� B rovide gravity load calcs for ceiling joists which su �rtAFAU's. 0 #a4L Provide size Yf header supporting ceiling joists in bedroom 2. Provide engineering for roof braced to ceiling joists in the garage. CAA4(5,a / Thew CQ b /-' - reject is located in a area of highly expansive soils. �r�ovide sols test with soils index. 5e -e Builing department has not recieved a copy of the recorded map for this subdivision. There may be conditions on the map you will need to comply with. I will contact you when I receive the newly recorded map. Bearing walls in the dining room do not show adequate footing/foundation. ]�3 Plans are in Iine-up for stru tural review. Our engineer will contact you regarding any questions he may have. L' a j ._ Vii`' - jj e r 4" c T o'e Plan check will start upon reciey of all of the above items. Additional items will be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530).538-7541 between 1:00 P.M. and 4:00 P.M., Monday .through Fridays. Ps. EnGdosed 0-'a Ie, ' �f f&IL< '/)-_e .0 WELL ISTp�M D�i�J ! APPRpV6D @MROWWTAI HEALTH Bari Envi;-�,_� ITF PLANJAN 0 7 ')nnq Chfw, California Qn faire Lv�s� ��, oel- " Roof Beam[ 9T.UBC (91-NDS) I StruCalc 4.06. By: Gregory A. Peitz, Gregory-A. Peitz Architect on: 02-04-2000 Project: SCHUSTER - Location: FAMILY RM. RIDGE ' IN = L/461 Summary: 6.75 IN x 15.00 IN x 25.0 FT / 24F-V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 25.1% Controlling Factor: Moment of Inertia /Depth Required 13.92 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): 1.02 Live Load: RL= Dead Load: RD_ Total Load: RT_' Bearing Length Reqd.: BL= Camber Reqd.: C= Beam Data: L= Span: Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Camber Adjustment Factor: CAF= Beam Loading: 10.0 Live Load: LL= Roof Loaded Area: RLA= Roof Live Load Method: 2 .'.FT 253 Side One: Roof Dead Load: DLI= Roof Rafter Tributary Width: TW I = Side Two: Roof Dead Load: DL2= Roof Rafter Tributary Width: TW2= Roof Duration Factor: Cd= Slope Adjusted Lengths and Loads: Adjusted Beam Length: Beam Live Load W/ Slope Red'n: wt-= Beam Self Weight: BSW= Beam Total Dead Load: `D= Total Maximum Load`. wT= Controlling Total Design Load: wTcont= Properties For: 24F-V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: Ex= Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.25 CI=1.00 Cv=0.93 Fv': Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: Shear ((a, d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Ey Fc—perp= Fb'= Fv'= /0 .0.68 IN 0.65 IN = L/461 1.33 IN = L/225 3160 LB 3312 LB 6472 LB 1.48 IN 1.02 IN 25.0 FT. 2.0 FT 8.00 : 12 240 IN4 180 1.5 X DLD 13 PSF 500 SF 10 PSF 10.0 FT 10 PSF 10.0 FT 1.25 25,0 .'.FT 253 PLF 25 PLF 265 PLF 518 PLF 518 PLF 2400 PSI 190 PSI 1800000 PSI 1600000 PSI 650 PSI 2805 PSI 238 PSI M= 40452 FT -LB V= 5825 LB Sreq= 173.1 IN3 S= 253.1 IN3 Are'q= 36.8 IN2 A= 101.2 IN2 Ireq= 1517.0 IN4 I= 1898.4 IN4 0 • Roof Beam( 97'UBC (91 NDS) I StruCalc 4.06 By: Gregory A. Peitz, Gregory A. Peitz Architect on: 02-04-2000 Project: SCHUSTER - Location: BEAM OVER KITCHEN. Summary: 3.125 IN x 15.00 IN x 16.5 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 19.1% Controlling Factor: Section Modulus / Depth Required 13.74 In Deflections: Dead Load:_ DLD—_ 0.37 IN - Live Load: LLD=.... _... _ 0.38 � ' IN = L/516 Total Load: TLD= 0.75 ,IN = L/264 Reactions (Each End): RL= 3004 LB Li ve Load: RD= 2870 LB Dead Load: RT= 5874 LB Total Load: Bearing Length Reqd.: BL= 2.89 IN Camber Regd.: C= 0.55 IN Beam Data: L= 16.5 FT Span -. Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof- RP= : 12 Live Load Deflect. Criteria: L/ 40 240 2 Total Load Deflect. Criteria: 1 Camber Adjustment Factor: CAF== . 5 1.5 X DLD Beam Loading: LL= 13 PSF Live Load: RLA= 462 SF Roof Loaded Area: Roof Live Load Method: 2 DLI= 10 PSF Side One: Roof Dead Load: TW 1= 14.0 FT Roof Rafter Tributary Width: Side Two: Roof Dead Load: DL2= 10 PSF Roof Rafter Tributary Width: TW2= 14.0 FT Cd= 1.25 Roof Duration Factor. 24232 Fc—perp= Slope Adjusted Lengths and Loads: Fb'= 2956 Adjusted Beam Length: Ladj= 16.5 Beam Live Load W/ Slope Red'n: wL= 364 Beam Self Weight: BSW= wD= i l 348 Beam Total Dead Load: 46.8 712 Total Maximum-Load:wT= Controlling Total Design Load: . -•--- wTcont= 712 F 24F V4- VISUALLY GRADED WESTERN SPS 878.9 IN4 Properttes or. - Bending Stress: Fb= 2 190 0 = 19 Shear Stress: Ex Modulus of Elasticity: Ex= 1800000 — -1600000 Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.25 C1=0.99 Fv': Adjustment Factors: Cd=1.25 Design Requirements: . Maximum Moment: Shear ((a, d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Ey— 24232 Fc—perp= 650 Fb'= 2956 Fv'= 238 FT PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI PSI M= 24232 FT -LB V= 4984 LB Sreq= 98.4 IN3 S= 117.1 IN3 Areq= 31.5 IN2 A= 46.8 IN2 Ireq= 599.8 IN4 I= 878.9 IN4 /I Multi -Loaded Beam[ 97.UBC (91 NDS).l StruCalc 4.06 By: Gregory A. Peitz, Gregory A. Peitz Architect on: 02-04-2000 Project: SCHUSTER - Location: KITCHEN/FAMILY ROMM Summary: 6.75 IN x 12.00 IN x 16.5 FT / 24F -V4 VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 35.5% Controlling Factor: Moment of Inertia / Depth Required 10.84 In Deflections: Dead Load: DLD= 0.29 IN Live- Load: LLD= 0.31 IN = L/629 Total Load: TLD= 0.61 IN = U325 'End Reactions(Left Side): Live Load: RL 1= 2663 LB Dead Load: RDI= 2488 113 T t 1 L oad• RTI= 5151 LB oa End Reactions(Right Side): PSI Live Load: RL2= Dead Load: RD2= Total Load: RT2= Bearing Length Regd.(Left) : BL1= Bearing Length Regd.(Right): BL2= Camber Reqd.: C= Beam Data: I= Span: L= Maximum Unbraced Span: Lu= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Camber Adjustment Factor: CAF= Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= -.Total Load: wT- Concentrated Load PI: Live Load: PL 1= Dead Load: PD1= Total Load: PT 1= Location: X l = Pro erties For: 24F -V4- VISUALLY GRADED WESTERN SPS 1661 LB 1532 LB 3193 - LB 1.'17 IN 0.73 IN 0.44 IN 16.5 FT • 2.0 FT 1.25 360 240 1.5 X DLD 80 PLF 50 PLF 20 PLF 150 PLF 3004 LB 2870 LB 5874 LB 5.5 FT p Bending Stress: • Fb= 2400 Shear Stress: Fv= 190 Modulus of Elasticity: Ex= 1800000 Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.25 C1=1.00 Cv=1.00 Fv': Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: 5.501 FT From Left Support Shear ((@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Ev— Fc—perp= Fb'= Fv'= M= V= 1600000 650 PSI PSI PSI PSI PSI 2990 PSI 238 PSI 26064 FT -LB 5001 LB Sreq=.. 104.7 IN3 _...._ S= 1'61.'0 IN3'' Areq= 31.6 IN2 A= 81.0 IN2 Ireq=' 717.2 IN4 I= 972.0 IN4 2 January 20, 2000 Steve Schuster 3406 Keefer Rd. Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 047-670-019pt Building Permit Number: 00-0035 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expidate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Using the demensions on the plans the square footage of the house is 3023 square feet and the garage/storage is 980 square feet. 2. Provide location and all requirements for the water heater directly on the plans. 3. Is the garage lid to be part of required fire sepatation or are you taking separation to the roof sheating? Please place all requirements for fire separation directly on the plans. 4. Provide all requirements for alternate braced wall panel directly on the plans. 5. Section details of house show R-13 insulation in the walls, energy calcs call for R-19. Revise plan for correct insulation. 6. Provide gravity load calcs for ceiling joists which support two FAU's. 7. Provide size of header supporting ceiling joists in bedroom 2. 8. Provide engineering for roof braced to ceiling joists in the garage. 9. Project is located in a area of highly expansive soils. Provide soils test with soils index. 10. Builing department has not recieved a copy of the recorded map for this subdivision. There may be conditions on the map you will need to comply with. I will contact you when I receive the newly recorded map. •. 11. Bearing walls in the dining room do not show adequate footing/foundation. 12. Plans are in line-up for structural review. Our engineer will contact you regarding any questions he may have. Plan check will start upon reciept of all of the above items. Additional items will be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:OO P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner , Remi t Qkarance Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multl) ❑ No ❑ Yes Parcel Created by: ❑ Deeds Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: a Map 411,� i~1 f:�, RPS k c> ))Q --P0 '-I ❑ No ❑ Yes ❑ No ❑ Yes )ate of Recording: �, 1 Lot: Block: Book: LI t Conditions That Must be Mat Prjpr to Is ante of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the Page. ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone El meet current EHD requirements. ❑ Other General Comments: f ► 2e f c�.S l� C $'_ -mac- S x aLL�G- C�vc s -f NOT 70 OQ. Tt� Q�-l�s �S2l�iT5 Permit Clearance ❑ APPROVED ® NDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL Permit #: Date: Genera/Information ) Owners Name: S +nfbe� sen c.+5-fe� AP #: 47- (o70 - U 19I p;.�, Same as Computer Information: ❑ No 0 Yes Address: Go-/- s$ '5g4/"1 -S lid. Erg ael& 117format/on Zone District: General Plan: Use Permit: Date of Zoning'Ordinance: H 2 Development Agreement: Variance: Parcel Is In: Land Conservation Agreement Iff No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan IN No ❑ Yes Violation Area ® No ❑ Yes GSA �7 Specific Plan ❑ No ❑ Yes Iff Chico ❑ D2N ❑ Cohasset Enterprise Zone J* No ❑Yes, check use � Floodplain IS No ❑ Yes Zone: 1 Panel Number: ��—� Watershed Protection Zone in No ❑ Yes Proposed Use: ❑ Agriculture Building ❑ 2nd Dwelling ❑ Commercial ❑ Industrial ❑ Multi -Family >2 units per parcel ❑ Mobile Home ❑ SFD ❑ Residential Accessory It Other Sa V T 1 Proposed Use Comolies With: IR General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code Street & Highways Fre Prevention Subdivision Ma Front E�C) L Side ,� O Side street Rear 2O Z `--� c) Height S— 3NI1i+7t/3'7 21p� �yg135 7dIW ,5 ---------------------- --------- -- - - -, I I I I I I I I los 45, I I • a�o� ss�-r��ds ,�. Z O O I < R! I 0 I � 1 0 4 L / Al) / lu , , R, EDGE OF PAVEMENT---� �O e / / J WELL, WATER LINE AND APPURTENANT FACILITIES EASEMENT FOR THE BENEFIT OF PARCEL 2 NORTH -SO' 1 A c`9• a 0+ /\ WELL WELL e • k d�, r� e � Environmental\HeMAR 2 2 2Chico, Calife / / e � / 1 i I- /' r e / - / PARCEL 3- 1.01 ACRES ,r , TYPICAL (E) TREE ---(E) SEPTIC TANK I 00 / \ f PLOT DATE: 12-14-01 PLOT' REVISIONS BY Frank M Glaze`uski architect structural design 1370 Ridgewood Drive Suite 10 Chico, 95973 tel 530) 343-4630 fax California((530) 893-0532 i 0 C-27470 REV 8-31-03 ��9TE OF C 1 771 site plan DRAWN F.G. CHECKED F. G. DATE 12 -OG -01 SCALE NOTED JOB NO. 01-0&0 SHEET OF SHEETS t40-4 k40:4 JJ.. T �r U ll VV /'fin a V (cd V 1 771 site plan DRAWN F.G. CHECKED F. G. DATE 12 -OG -01 SCALE NOTED JOB NO. 01-0&0 SHEET OF SHEETS REVISIONS BY Frank M Glazewski architect structural design 1370 Ridgewood Drive Suite 10 Chico, California 95973 tel (530) 343-4630 fax (530) 893-0532 �����, M • : � AvF lF�, s C-27470 AN 8-31-03 9 F OF C r•LV I UATE: U-28-01 DRAWN F.G. CHECKED DATE 12 -OL -01 H � s� 0 4 -U c� kv� }_..{ O I V r U= � cd SHEETS �...1 Cd V floor plan sections r•LV I UATE: U-28-01 DRAWN F.G. CHECKED DATE 12 -OL -01 SCALE NOTED JOB NO. Ol-DLO SHEET OF SHEETS r•LV I UATE: U-28-01