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042-610-051
u 4/ 2 `Rka 01- 2. <0 0 HEIMANN ORCHARDS t NE/S Bidwell Ave, 3/10 mi S Sacto Ave, Chico I Permit#77-83A(Agricultural Bldg Exem p :germit(horse-barn) W4. 042-610-051 02-0150 LEE, DAVID & AMY I E jqq0BIDWELL, CHICO So 21 CONT: GARD ANDERSON NSF 042-610-051.. 02-0149 LEE, DAVID & AMY IN E BIDWELL, CHICO 2 )ED CONT: GARD ANDERSON COV DECK/PATICI 042-610-051 02-2255 LEE, DAVID & AMY 1980 BIDWELL AVE., CHICO IkAL CONT: ROBERT HILL & ASSOC. POOL EMMA .rT � NOTkS r RESIDENTIAL 042-610-051' T 02 225 PERMIT NO. t. LEE, DAVID & AMY, r 1980 BIDWELL AVE., CHICO l CONT: ROBERT HILL & ASSOC. j POOL .r Ati I % 0 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I. JOB FINALED at � s Signatur CHECKED 'BY J=OK 0 = Not OK . = NotReadylb1e 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) Siding; Nailing -Veneer -Stucco -Mesh 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 11. 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG Braced Wall Panels 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. -Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. -Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date . Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOL tans) OK except #'s Steel -Con nections-Th ickness W!frec,•,Keceptacles and Lighting, Distance-GFI 4;5 Wc.-,,Pool Lighting; 15 Volts-GFI E .; Enclosures; Conduit Entries -Terminals -Listed lec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes;.Enclosures-Panelboards- Ins. to Main Conduit 9. HodVIDepartment Approval Test -Water SuoDly Test Niche Date Card B-1 -' ` aate Card B-1 Date `�//_��'S Card B-1 Date Card B-1 rt;tlzl_� T -T - J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air.Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or At Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector i d Date Card B-1- _;_• Date i Card B-1 Date Card B-1 Date i Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support i . 37. Vent Fan, Exhaust above insulation i 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date I Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) [ 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. I nfi Itration-Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets& Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler' 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: In r, (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT-NO. ASSESSOR PARCEL NUMBER 042-610-051 1 ZONING BUILDING PERMIT OWNER TELEPHONE S n_ qn SO. FT. OCC. BUILDING VALUATION OWNER'S MAIUNG ADDRESS 1980 BIDWELL AMO CHICOl CA 9n CONTRACTOR'S NAME I ROBERT TELEPHONE 801- 4280 CONTRACTORS MAILING ADDRESS SHASTA199 EAST 95073 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 21 800.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 225. CO ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 211100 BUILDING ADDRESS 11,980 RTI)WRI-TA AM CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 266.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL, - MASTER #506-97 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 Main Service zo .' oA V'ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. 317491 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. 0 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. R( 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 permitis issued. My workers' cpmpensation insurance carrier and policy number are: Carrier 1�0 run Main Service TO 46.00 rCU000A NEW CONST. DWELLING OCCUP. W: OR ADDNS. ( a ACC. BLD.. SO 3.50FT; �µR6IDT BRANCH.. ITST @7.50 POWER APPARATUS 6 SI NGLE OUTLET CIR. Ex, QCCU OUTLET OR FIXTURES B ;L O I. o FlXED APPLNS. OR Ex. Occup. ouTLETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pool Electric -- PERMIT FEE $ 50.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number O S5 2 t41? (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 workers' compensation provisions of section 3700 of the Labor Code, I shall fort With comply with those provisions. X f�t�r4 Date r9 Signaturel of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction�j>? of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 353.00 10 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSQt This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By ���FFFIIIIII .' /! 3 PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date fr D�a/t�eWHITE Receipt No A° PINK -INSPECTOR GOLDENROD -D.D.S`.-3. A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/9'6) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 042-610-051 ZONING BUILDING PERMIT OWNER LE TELEPHON 2301— SO. FT. OCC. BUILDING VALUATION 21,800.00- OWNER'S MAIu ADDRESS CONTRACTOR'S NAME I ROB891-4280 TELEPHONE CONTRACTORS MAILING ADDRESS 199 FAST SHASTA AVE CHIC07 C_ A 95972 , CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 21 800.00 ARCHITECT OR ENGINEER LICENSE N0. Filing Fee $ 20.00 Permit Fee $ 225.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $2-8.00 LAT NO. SUBDIVISION'S 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 - MASTER #906-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Feel 20.00 LE Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class 1`_6� Lic. No. 317 40l 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 thistri reason Main Service 200A TO I000A 46.00 NEW CONST. DWEu LNG OCCUP. OR ADDNS. ( 8 ACC. S. SO 3.50FT. =REOSIUT' MULTI.OUTLET @7,50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 100 BAL @ .50 Ex. Occup. oFlxuT>Fis AEs ) F- 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 Pnol F1 PERMIT FEE $ 50. 00 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. l�] 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' c� p�ensation insurance carrier and policy number are: Carrier (R` rvy) Policy Number D iS ? Q 3 2 (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 workers' compensation provisions of section 3700 of the Labor Code, I shall fort ith comply Ith those provisions. � X timet �G Date l ` -- -- SignatUrel of Applicant ❑ OZer ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 353. QO MAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISS This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated above for which fees have By PERMIT EXPIRES ON applicable provisions to do work been paid. p OZ Date' 0 ete Receipt No WHITE-D.D. .- . CA 3 R PINK -INSPECTOR GOLDENROD -APPLICANT P'%,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville. California 95965 • Telephone (530) 538.75 tR1ev. 12/96) APPLICATION AND PERMITmas'L PERMIT N atscssoe►Meo w.sia / ^� j � 's0 owNeA , BUILDING PERMIT _ SO. FT. OCC. BUILDING �,�s wLuw S, 3o VALUATION rt i �►i e_ COArr A'f WAW coNrAAcrws www ADORES S C006TRIAMN uENOER 1 LINOERs NAILING ADOAESS OAACMrECT OR ENWNEER AACKTECT OR ENOWEERS NAAJNO ADDRESS • ��-E;i31<, '�(9 Gln) �� 1 LoT NO ? sueonraONS KAME 12b — 2 �j 2� ►MCEL MAI 6-25-x+ USEOFSTRUCTURE 17 7 7Q, SF Duplex ❑ Mobilehome ❑ Other avecsr TYPE OF WORK New O Addition O Remodel ❑ Udlrties ❑ Installation O Other Describe Work: _Pc> Ji l t x�©HS�"� rue lace I!_ 2O O I'0O I EAL so . Ex. Occup. nxeo AvvLw. oA ovrtJ<Ts Eslo. Ea 5.00 Total Valuation S 23.00 Mobile Home Facilities 20.00 Flin Fee 123.00 Permit Fee $ 20.0c Plan Checkin Fee 3 Energy Plan Checking Fee i s PERMIT FEE s v PLU G PERMIT Fling Fee 20.00 Each Trep 7.00 Solar or heat Pump water ater 23.00 Water piping 15.00 /J"• °OTi Each gas water heater or vent 15.001— 5.00Gas Gas i in stem 1 - 5 outlets 00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE -41 s ELECTRICAL PERMIT in Fee 20.00 Main Service 200 OOR LLEESS23.00 Mein Service ( 200A TO r000A )48.00 50 Ex. Occup. ovTLFT oA F-WUAEs 2O O I'0O I EAL so . Ex. Occup. nxeo AvvLw. oA ovrtJ<Ts Eslo. Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 123.00 PERMIT FEE s so-oe MECHANICAL PERMIT Fling Fee I 20.00 Heati 7 MOOG 1 6.501 Ventilation PERMIT FEI: s Mobile Home Installation Fee s Energy Inspection Fee i occ eoNST. Tr►c TO AL FEE _ Q NAZ -T( 1 WIT 1 FLOW I COr I rJ A 1 ND ; -- This permit Is hereby Issued undir the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON r 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: Z;&Q ASSESSOR PARCEL NUMBER 4;l- & ! 5 Proposed Building Use: 6 lQ� Counter Technician: Date: �' Cl - Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets si ned, the preparer of the plans. Z P g � Y P P -idI`2.Complete plans, 3 or 4 sets, signed by the preparer of the plans. `0- 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered 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 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 ....................................... ❑ 5. Statement of Ince t for Non -heated and A/C Buildings....................................x..�.'. 16 ,-Sanitation a��alv6ptv>a the Environmental Health Department in / C (j 17. City of Chico lumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: C'> W, (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 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 �9- cant: ed of the Cins and requirements for obtaining a building permit. 3 �ate: &/CO2 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the abo e by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: _&6� Date:�vdat L Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow Rnildino Divicinn NOTES M "I RESIDENTIAL PERMIT 7-0,42-616-05 r 02.0149_ _ LEE, DAVID & AMY elgff� BIDWELL, CHIC6. CONT: GARD ANDERSON 1 COV DECK/PATIO 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED at +v v C Signatur = OK . 0 Not OK = Not Applicable = Not�eady MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements Utility Clearance 2. Soils; Special MH Support Sketch Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Wood Awn.; Posts-Beams-Rflrs.-Connectors Shthg.-Frg-Bracing 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG MISCELLANEOUS Date 7. Well Clearance & Disconnect 1. 8. Utility Clearance 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Wood Awn.; Posts-Beams-Rflrs.-Connectors Shthg.-Frg-Bracing Card B-1 Date Card B-1 Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 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 Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date 4. Card B-1 Date Card B-1 Date 5. Card B-1 Date Card B-1 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 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-Rflrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements ` 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .i = OK 0 = Not OK - = Not Applicable = Not Ready Test Tub & Shower, Second Floor -Tub Access RESIDENTIAL (: Date Date Underfloor (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope (� 2. Fig., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 24. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth Size Boxes & No. of Conductors Stapled 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth 27. 5. Stemwalls, Main; Steel-Blockouts-Wrapped v 6. 6a. Stemwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 32. 7. Slab, Steel -Wrapped Clothes Closet Light -Shower Light -Spa Light 8. Piers -Fireplace Ftg.-Steel Date 9. 10. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test ` A 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground J 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation T 16. Insulation Date ( Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date \ PLUMBING (Permit) OK except #'s -� 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. 30. on 31. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral O Yes I] No Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Date Card B-1 Date Card B-1 Date 47. Card B-1 Date Card B-1 Date 49. MECHANICAL (Permit) OK except #'s 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 35. A.C. Ducts Insulation & Support 52. Property Line Firewall & Openings 36. Vent Fan, Exhaust above insulation 54. 55. 56. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 37. Condensate Drain & Overflow, Size & Grade Address Posted 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Date 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing ►ingle &. Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll 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 n 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. 55. 56. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 1� 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. 60. Shear Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels 61. 62. Insulation -Walls -Ceilings Infiltration -Walls -Windows 89. Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. 66. 67. 1 68. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 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 Hails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instid./Drive 0 Yes ,] No/Walks ] Yes J No/Planters Q Yes :1 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: J ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 41 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT � 02-0149 ASSESSOR PARCEL NUMBEb42-610-051 'in 2 1/2 BUILDINGPERMIT OWNEbAVID AND AMY LEE TELgg4 6131 yC} SO. FT. OCC. BUILDING VALUATION COV 4680 OWN%SIWILI MbNT DR, CHICO 95973 co ..tWff 19DERSON TELII 6138 COITI TIWVRELli, CHICO 95928 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 4680.00 ARCHITECT OR ENGINEER LICENSE NO. Fling Fee $ 20.00 Permit Fee $ 22-00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 46.80 BUILDING ADDRESS BIDWELL AVE, CHICO Energy Plan Checking Fee $ $ PERMIT FEE $138,80 LAT NO. SUBDIVISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF CR Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Q Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other X3 Describe Work: COVERED DECK / PATIO Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service "AOR Lf SS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.Q �� License Class Lic. No. ♦vJ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort with comply with those provisions. X _ Date l s �� ��% L— Signature of Applicant - ❑Owner ontrsctor ❑ Agent An OSHA permit is required for excavations over 60" deep and dem lition or construction of structures over 3 stories in height. Main Service X 46.00so WE NG U NEW coNsr. DWELLING occuP. 3.54sFro. OR ( S. NEVV Doi MULACC. Ua- NON-RESID. @7.50 POWER APPARATUS a SINGLE OurLET CSI R. EX. Occup. OUTLET OR FIXTURES BAL Q �. 0 ED Ex. Occup. oFlur A= GE, 2 5.00 10,00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 30.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 168.80 HA2. _ D. FEES IMP FLO D cOF _ PARC Po HD ISSU This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indica d above for which fees have been By 2 Dat I_ -I PERMIT EXPIRES O 3 provisions to do work paid. c le Receipt No. 337580/$100.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR INK -INSPECTOR GOLDENROD -APPLICANT 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 % r OWNER:lit ' ASSESSOR PARCEL NUMBER D q Z ! 66 1 Proposed Building Use: (t Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3,. -Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2'sets of stamped and signed calculations. ❑ 4. Engineered 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 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.) . Fees as shown on the attached Schedule of Fees Due Sheet .................................. -... o� 7 o� C PA 15. Statement of Intent for Non -heated and A/C Buildings ................................... ....�_ 16. Sanitation and plot plan approval from the Environmental Health Depa n�n ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: 0 K (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 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 informed of the above items and requirements for obtaining a building permit. Applicant�� fe e5�7 - ,we: / !'.2, ? -a 2., 1. Index permit application for the above items numbered: 9- 2. -2. Additional items required 9.1 11 ontr, , designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by on tactor, designer, owne , w advised of the above data by ❑ phone, ❑ mail, ❑ cou b Plans reviewed by: Date: Plans approved by: Structural reviewed by: Date: Structural approved by: Note transfer by: Date: Yellow: Building Division Plan Check Letter _Date: 71i�//az _Date: Date: Date: COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE J 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) .P.OUz'1�10-d��l DATE I Z�5 ~02 / RECEIPT # DATE REC 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 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) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6;8,9, and 10 above may have been imposed on your project. -You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) COUNTY OF BUTTE 'BUILDING DIVISION DEPARTMENT OF DEVELOPMENT'SERVICES 411 Main Street - Chico, CA* (530) 891-2751 7 County Center Drive 9 Oroville, CA * (530) 538-7541 CORRECTION NOTICE eL op, OIS-d OWNER PERMIT NO. 72 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 anation, please contact this office immediately. Z- Date T ,7 - 2 d- inspector REV 10192 rc Date T ,7 - 2 d- inspector REV 10192 �i I . . 1 . . ! . '. i" 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 OVER Y 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. r �'� Irl � - ♦ � ��,�1 , � �ii�� Gly � �s - �� 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. Y NA 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. r yv � S cmc - ✓o —jC- U 1> Date Inspector REV 10/92/ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. rA 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. Ifyou have any questions pertaining to this matter, or need additional explanation, ry please co is office immediately. IV uY� . /. ., 'S'g-"-- �`-��•'s.- � `-,:"'-s �' � �''�Mr�+r..,r� , �`'�fe,,;,��%,3-�F1'�ksla.;.= .r�-;�ti& ... 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 w 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 �pernirlg to ism ter, or need additional explanation, please contact this office immediately n _ Date —I REV 10/92 .j COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 , 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE L Cz- 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, ;A please contact t ' office immediately. A 'w Z10-aF 1Cr �C/S 13 -s ;J 'j j h ar�.o...f.�r:�'yX.""*r/'(y.F'�"'!er`�-1.�fi="D��r':..s7Civror`Yam"\'Mti..i`(ti"'�'�+,►�"'"yY"'�iy . 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 Ga.orSa OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the 'r above address and should be corrected. Please notice this office when correction of work is completed. If you have an questions pertaining to this matter, or need additional explanation, P Y YQ P 9 P please contact this office immediately. V .- N. Date �y - Inspector REV 10/92 . • -COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicate at the following violations of butte county Ordinances exist at the above address and shou be corrected. Please notice this office when correction of work is completed. If you hav ny questions pertaining to this matter, or need additional explanation, please contact this ice immediately. COUNTY OF BUTTE 'BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street e Chico, CA (530) 891-2751 7 County Center Drive • Oroville, CA • (530)-538-7541 CORRECTION NOTICE LCC OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address inspection indicates be corrected. Please notice this office when correction of work is If y completed. If yo ave any questions pertaining to this matter, or need additional explanation, please contact is office immediately. .1319 121IZZ 47 5171- t7 NOT S RESIDENTIAL 1 042-610-051 *62-0150 PERMIT Is LEE, DAVID & AMY {q$0 BIDWELL, CHICO CONT: GARD ANDERSON NSF Zvi � �a • ���69 { - ' � . '� 1 -' .4. •.. r I�'. ,fid -- /bFF?o Address GAS i Meter By Date i ELECTRIC Meter By _ Date SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. �]RE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY _1- - USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY A 1 JOB FINALED e) Signatur ✓ = OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except tt'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 r MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except tf's 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG 2. 7. Well Clearance 8 Disconnect Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 8. Utility Clearance 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric Date Frmg.; Sills -Anchors- Studs- Rftrs-Trusses Card B-1 Date Card B-1 Date Card B-1 Date -Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s FINAL (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector ' f 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 J Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except tf'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-Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 0 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses r 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing r 11. Ext.; Steps -Doors -Landings 1 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except N'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 f 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 J Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 A r V= OK 0 = Not OK - = Not Applicable Not Ready RESIDENTIAL (: Date Underfloor (Plans) OK except #'s ing. Joist-Rftr. Ties-Purlin-Roll Brac.- s-Shting.-Rfng, o ' g -Setbacks -Easements -Flood -Slope Fireplac Ties or Type A-FMIT eplace Throat Clearance t ., Main; Soils-Elec. Grnd.-/ % / FFtg. Depth is Access; Size & Romex Protection -Draft Stop -Ins. Baffles Ftg., Garage; Soils-Steel-Elec-Grnd.-/<Z" Ftg. Depth 4. Fig., Porches & Decks; Soils -Steel-/ r Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Ste alts, Garage; Steel-Blockouts-Wrapped (6 old Downs and Special Anchors 7. Slab; Steel -Wrapped -&.—Pie;VlFireplace Ftg.-Steel .W.. , all -Fitting -Test -2W yC/O-Sewer Test 10 G; Size Anchors - Yard Gas Piping; Size Test 11 to pe; Test-Anchors-Regulator-Seryice Test la,Preaw6 & Ducts; Clearance,;Material-Support-Ins. 16. Insulatio Date -?, Card B-1 Date Card B-1 Card B-1 fV'/ Date Card B-1 Date ' IPLUMIRNG`(Perwit) OK except #'s , 17. Water Htc; Vart!Access-Combustion Air Bei 18. Pter Pipe; T nchor-Nail Protection 19 D.W.V , f ittings & Anchor -Nail Protection tiles wer Pan; Test, First Floor -Access 19efTub & Shower a Floor -' b Access Pr Gas Pipe: Sixe & Anchors Date -7— J36-? Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECAL (Permit) OK except #'s I re & Transformer Clearan a -Ins. Protection Ele Re ijQpaqp ghts & Switches at Doors rze Boxes & No. of Conductors Stapled 2 ex Installed Close to Edge of Studs & C 2 ip. Ground made up w/Meth Fas ers-Bond Qt9l Water—"' dance Circuits in Kitchen & Conductor Size GFI 2 . ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle /0 / g Cu r AI-Ov n Circ. / / ga Cu or At Ins Neutral No 3 ice -Riser Conduodrs & Ground Main Disconnect 32. Equip. Clearanc anels-Motors-Mech. Equip. 33. Clo C t fight- hoover Light -Spa Light 3 moke Detector Date Card B-1 JV Date Card B-1 Date Card B Date Card B-1 Date _M JeCHANICAL (Permit) OK except #'s C309A.C. Ducts Ins tion & Support 36. Vent F xhaust above insulation 37. Condensate Drai;* 'Overflow e & Grade •1-8. FurnacgVdrif)4ccess-Comb. Air -Return Air Vent 115 outlet 30�Rhic Access & Platform if Furnace in Attic Date-0 0'ZCard B-tv Date Card B-1 e Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4 . Sits Proper Materials & Anchors 4 . all tuds-Nailing Spacing & Braces -Plates -Sound C 42. Be g Walls over Girders & Floor Nailing 4 r Stop in Walls (rat proof) F' tops, Furred Ceilings- airs -Chasers- ubs ZEK-<eaders & BearQ&$i & ar' jingle & Duplex) Date FRAMIN Continued) 46. Hangers Caps -Anchors -Connectors ing. Joist-Rftr. Ties-Purlin-Roll Brac.- s-Shting.-Rfng, 48. Fireplac Ties or Type A-FMIT eplace Throat Clearance 4 is Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. _ L—Property Ufa Windo xiting Doors-ULUt-& Dimaueiens "Garage Fire Protection Framing Line Firewall & Openings - 53. r Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access zing Area- ass P tection-Skylights-P tic 9. Shear W ; Nai' g -Bolts 60. 62. race Interior/Exterior Wall Panels sulation-Walls-Ceilings Infiltration -Walls -Windows Date r Z Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date IN (Plans) OK except #'s Ext eps-D & Sidelight Protection -Landings moke ector rnac ants -clearance -Comb, Air -Connector - In Q1411.1; Above Floor -Ducts -Meth. Protection 6 droom Exiting F.I. &aath Fixtures & Tub Access -Spa e rim & Subpanel, Breaker Sizes & Labels fair Rails ue a or Stove, Clearance -Hearth Ele utlets at Wood Panel, Int. & Ext. it. : . A liance; Ground -Air Gap -Cooking Clearance lec. eis & Receptacles at Kit. Counter ara re Door; Swing -Landing -Closure 7 ct in Garage -Damper Wtr. Htr.; Ve s -Clearance -Comb. Air Connector-P.R.V. in Gar e; Above Floor -Meth. Protection 77. & Mech. Equip. Listed for Location 7 . ec—Rec6ptacles in Garage (F.F.I.)-Romer. Protection 7 su n -Foam -Looked in Attic 8 . Gua ai s & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor s Following Instld./Driv s ❑ No/Walks ❑ No/Planterses J No I Brown -Finish A.56nit Disconnect, Electrical -Plumbing fleXAfents,Alaove Roof, Plbg-Appliance-Fireplace-Clearance to Openings r Well, Disconnect, Electrical, Plumbing xte ec. Trim, G.F.I. Receptacle -Underground anti n Throughout House b 9-Y' s Protection rrections from Previous Inspections Gas Test -Meters Taaaed. Gas -Electric r 92. Wat er Connected -C/O to Grade -HD Approval________-,,_ •,_ n Compliance Certificate -Other Certificates Qk0oA'ddress Posted Date _ 1 and B-1 Date Card B-1 Date Card B-17.14 Date Card B-1 Date7�2 — a Card B-1 W1 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) 538-75 PERMIT No. (Rev. 12/96) , APPLICATIOU4 A'Nb PERMIT ASSESSOR PARCEL NUMBER '042-610-051 ZONING SR 9 112 BUIL G PERMIT OWNER DAVID ANT) AMY LET. TELEPHONE R94-11131 SO. FT. OCC. BUILDING VALUATION 3780 R 204,120.00 OWNERS MAILING ADDRESS 814 WRSTMOND DR. CHICO 95971 832 U 14,976.00 CONTRACTOR'S NAME TELEPHONE 19-3 coy 2,509.00 85 coy 19105.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1070.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 695.50 j� BUILDINGADDRESS / {BIDWELL AVE, CHICO LJ Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1808.50 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 2 .00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 19.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New CK Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF 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 $ 192.00 ELECTRICAL PERMIT Fling Fee 20.00 600VOR LE Main Service A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fu I force and effect. License Class '5 Lic. No. ��y 3 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 Main Service 200A TO 46.00 CCU000A NEW CONST. DWELLING OCCUP. OR ADDNS. 8 ACC. BLDS. s0 3.5¢FT. 6 .40 No p61UT' MULTI.OUTLET g7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FDCTURES BILL p'. 0 FlXED APPLNS. OR Ex. Occup. oLmETS RESIp. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 204.40 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 1-23-o2- �� �'' Date Signature of Applicant - ❑Owner Contractor ❑ Agent An OSHA permit is required for excavations ver 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling 2 40.00 Hood 1 6.50 6-50 Ventilation 3 4.50 13.50 PERMIT FEE s150.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 CONST. TYPE VN TOT L FEE $ 2400.90 HAZ. I p ES O CDF PAR L Po D SU This permit is hereby issued under the applicable provisions in the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B Date �H PER EXPIRES O 3a 0 I I IP -t-7- Receipt No. 337580 798.50 Q o WHITE-D.D.S.-B.D. CANARY-ASSESSO PINK -INSPECT R GOLDENROD -APPLICANT ME .F.�.r-:v:1`,?'�'w'Rr,:s�.��i*+.`ac+'�:t'�F�%.i�^"i.:•Fr :.i Hrc�+-.,tii"�.��+�'�o'l�llri�l'+�Ck`',xJ.:k r��;� ,"�;Kw,;,a.,y,,;,r,.a a... - .r .c.et�'�'�'" ,�,., ..-t,.�,r'M,:^.,+-r .S 1,,,. x COUNTY OF BUTTE -DEPARTMENT OF;DEI/E 'QPMENT SERVICES-BUILDING,DIVISION 7 County Center Drive, Oroville, CA`- 'S' 965 Phone (530)538-7541 FaL30)532140 t PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NU /C/ Jl/ �/ i r Proposed Building,Use: Counter Technic'an: Date: Items required in order to apply for a permit. All boxes MUST be chec ed O marked 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. Engineered plans, 3 or 4 sets, with wet signature on pla s AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate.. No faxes! ❑ 5. Energy compliance design and supporting documentation in dupli ate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructs, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7._ Metal buildings: (A) Metal Building PI a s, (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 initiafplan review. If c ecked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line- p 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 formon-residential buildings......................................................... ❑ 11. Detached Accessory" Building Form filled out by the owner ......................... :........... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining iteakkpeeded to issue the permit. (May require additional plan review upon receipt of the following items.) M 14. Fees as shown on'the attached Schedule of Fees Due Sheet ...................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ....................................... 16. 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: t�5 1< (B)Parking: (C) Parcel Check: V0. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).p3/�t ❑ 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) ..................... Letter of Signature authorization..................................................................... fP7. Recorded copy of Agricultural Acknowledgment Statement' ti ❑ 28. Manufactured home utility clearance ........ :................. ..................................... .❑ 29. Existing violations and/or expired permits......................................................... 0. ❑ Grant Deed, ❑ Iy1.H. Title/Statement of Facts, 0 Letter from Legal Owner ❑ Check to H.C.D. $ 11. Other: %�- en issued Telep one and hold for pickup. I have been inforped of t e above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: I / Plan Check Letter 2. Additional items required ' 0 \ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mai), ❑ counter, by Date: Contractor, designer, ow er, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by,.1 Date: 02 Structural approved by: Date: / Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT -SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER A. P. # C� P 6 M iJ 5 PROPOSED BUILDING USE /05 DATE / '_:5 / RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ...... A $/ 2. SCHOOL DISTRICT FEES (paid at District Office) a� 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq -ft.) .. x =$ Sq. Ft. Amt. W�15. 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) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 5 1: E �_ b _-_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 e\7�CriL.�� DATE ( r 22 — d 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) Commercial/Industrial New Addition `; Building Department Sq. Footage (Including Exterior .«:.^M'=v'�-�:r:.-..:�.�-����,�sr-.=.�►w.,+�.%�ta�-�--.,...�-+^e:.aR'oofed Areasp ..' c Date Irioor runs reviewed oy bcnooi uistnct eersonneu District Identification No. School District certifies that �-�e.�QK1 (Applicant) Elm (Street Address) 3 �(-Z (Phone Number) 9 0s (City) (State) (Zip Code) has complied with the requirements of Resolution No./ by payment of $ Vwu • W representing 37A5 --D square feet. Paid by Check t1 / Remarks: AB 2926 $ FULL MITIGATION $ N 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 660201a), 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 110/98)dmm �l • +'�F!��..� � r+,. �_r Nr.. Vin'...' I.-('V� �,.�.�,.'..r�, �,f, rrr,...:,� ���+• `�'i':I f'r+fCn�MM nM'-'.'n.'/'?:y'ti.. .fr*....r'^��.rwry..•�-..�; _ P " `) BUTTE COUNTY PARKS DEVELOP ECERTIFICATION FORM/ CHICO AREA RECREATION A/NIDA PAR/K� DIST%RICT Assessor Parcel Number(s) zl � r. ry v Property Owner 0 Project Location/Address /� adz,% Subdivision Lot Number(s) Residential Development: (check one) Zew Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: (0 ;2- Buildin Department Representative Date Chico Area Recreation and Park District(CARD) certifies that Aybete_solv 3y, z -G i (Applicant Name) (Phone Number) 3o zou (Street Address) (City) 0 (State) (Zip Code has complied with the requirements of Butte Co. Resolution No. 90-140 by. payment for dwelling units '@ $1,189Yf6r total payment of $ CARD Representative Date PAID BY CHECK NO. REMARKS: BANK N0. qa.qQ �_ PAID BY CASH �> RECEIPT N0. 8'. e.( � #07 9.09FaM +tXTOTAL $1189.00 Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park.fee (form revised 11/90) rn;;:}ibi 0 O 0 RESIDENTIAL PLAN 0 �REVIEW GUIDE c -�:;'�c- .- a::.- o SINGLE FAMILY, DUPLEXAND � n_ _d MISCELLANEOUS ONLY Ovvrer.Building Permit Number: Plans Examiner: LIACIA 5;-rnjPson A. P. Number: �0_--�tlU _ rcf / GEL ER-kL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. LOT PLA`: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SR_ -k ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage Eels ❑ Federal kid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) R PLA`: dand ans and specifications drawn to scale with dimensions of sufficient clarity (UBC section 106.3.3, 0 a 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). � Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet 'lie minimum set clear operable height dimension shall be 24". The minimum net clear operable width dimension shall W 20". When vvindovv s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing 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 ailing height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters vv Kith 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 tato a bath or bedroom (Uniform Plumbing Code section 509.0). readil usable as abedroom. or is Fuel burning equipment shall not be mstalled to a closet, bathroom or a room y a room compartment or alcove opening directly into any of these (Utriform Mechanical Code SeCt3oa 304.1). Garage firewall separation - required on garage side including supporting walls and posts (UnMMMMO Code section 30'_.1 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — Ulv1C section 205 confined space & 223 unconfined space & 304.2). Smok: detectors (Uniform Building Code section 310.9.1). Page 1 of 2 t3 Water closet clearances (Uniform Plumbing Code 408.5). howtir compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). -0- 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: UBraced 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 anter in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced call lines must be continuous throughout the strucmm. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building l/ that do not comply With the Uniform Building Code. This must include the designees "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C7. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). Porch header size(s). Typical header size(s). 2 Stud heights. 'gh expansive soil — special foundation design required g walls requiring design. C»,psum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed. than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be pro`ided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLATTOUS ITEMS: tirway details — landings, rise and run head clearance, handrails (Uniform Building Code section 1003). ardrails (Uniform Building Code section 509). ck or stone veneer (Uniform Building Code section 1403). terior plaster— weep screeds (Uniform Building Code section 2506.5). of pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). am insulation — protection. " halls and stairways (Uniform Building Code section 1004.3.3.2). o exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). derfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7 tic access and ventilation (Uniform Building Code section 1505). und requirements. ergy design compliance and supporting documentation. F responsible area requirements. DING PERMIT REQUIREMENTS: 1. ❑ SRA. i 2. ❑ ood elevation cenificate. 34re Sprinklers required. ❑ Special Inspection requirements. S. ❑ Use Permit conditions. , y� 6. ❑ Sub -Standard Housing )ever. u Nee = of March 1, 2002 Gard Anderson 3020 Hegan Lane Chico, CA 95928 *De artment of Develo Ant Services P Develop Ant Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 042-610-051 David and Amy Lee Building Permit Number: 02-0150 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: You do not have adequate natural light and ventilation in bedrooms 2 and 3. Please revise 1h6window size and the energy calculations. We have a permit for an Agricultural building on this parcel. Please show this building on Ih6 plot plans, if it is still there. Please provide three more plot plans for the permit for the structure behind the future pool. It is a separate permit and requires separate plans. STRUCTURAL COMMENTS: Please provide calculations for the tall studs at the balloon -framed walls. Provide engineered truss details designed to support the two furnaces located in the attic. Tz Z Mo $J Please provide a letter from the engineer stating that he has reviewed the trusses and their reactions and that they are in conformance with his design. ilease specify combination symbols for the glu-lam beams. rovide adequate underfloor pier. footings. The footings provided are too small. rovide footings to support the front and rear porch columns. lease provide calculations for the glu-lam across the rear of the great room. Include the point load from the girder truss that lands on this beam. s1/e X ► b'/z Please provide calculations for the column shown in detail 4 on sheet S-8 and key the detail . to the foundation plan. 1 of 2 19___�Provide 4" edge nailing required for shear wall panels 3'and 4 as specified on page 5 of the structural calculations. Please indicate shear wall requirements on detail 4/S-6 and show the required straps. Provide calculations addressing the 4010 windows in shear wall number 7 and the 6050 and 3650 windows in shear wall number 10. Yl" Provide foundations to support the bearing walls on each side of the foyer/stairway/coat closet area. le The perimeter foundations provided under the master bathroom shower and the refrigerator do not match the floor plan. Please clarify. PART - H The items identified below must be submitted prior to permit issuance. Some of these items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. . 1. Provide 3 Plot plans, signed by the person that prepared the plans. 2. Pay Balance of Building Permit fees in the amount of $1602.40 3. Impact fees: 3.1. Complete and return the -Butte County Park Facility certification form. 3.2. Complete and return the enclosed Butte County School Impact fee certification form. 3.3. Sheriff fees = $360.00. 4. Sanitatiodand plot plan approval is required from the Butte County Environmental Health Department. 5. 'Obtain Encroachment Permit for Driveway from Butte County Public Works Department. 6. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any non-structural requirements in PART - I, please call me at (530) 538- 7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. Questions concerning items in Part II should be directed to front office staff. Sincerely, Linda Simpson Plans Examiner Philo Hunt, P.E. Plan Check Engineer 2 of 2 RbM •: JESSEN-WR I GHT PHONE NO. : 530 894 3016 Oct. 21 2002 05:18PM P1 FAx TRANSMISSION JESSEN-WRIGU T STRUCTURAL ENGINEERS 1 13 WEST EIGHTH AVENUE SUITE A CHico. CA 95926 (530) 894-5345 FAx: (530) 894-3016 To: Philo Hunt Date: October 21. 2002 Fax #: 538-2140 Pages: 3, including this cover sheet. From: Jim Wright Subject: Assessor Parcel No: 042-610-051.,David and Amy Lee Dear Mr. Hunt: We have reviewed the reinforcing details provided by the General Contractor, Gard Anderson, for the front and rear porch concrete column footing/pedestals. The column loads supported by these existing .footing/pedestals are very small with resulting concrete stresses below 20 psi in all cases. Even though the reinforcing provided by Mr. Anderson does not meet the code required minimum for pedestals, it should function adequately as a plain concrete footing. That is no rebar at all. Since plain concrete is not allowed in seismic zone, the minimal reinforcing shown in Mr. Anderson's sketch should suffice to hold the concrete together during a seismic event. In addition we asked the contractor to tie the perpendicular concrete porch walls in to two sides of the pedestals to add further stabilization. It is our opinion that if the pedestals and walls have been constructed and inspected by Mr. Anderson and Butte County respectively, than they should provide a suitable foundation for the design life of the structure, Please call with any questions, comments, or concerns. Sincerely, James R. Wright ObM.: JESSEN-WRIGHT PHONE NO. : 530 894 3016 Oct. 21 2002 05:18PM P2 moo 10-d lu:--z jdH 82T,4 77,,' O-.q,nt4 1-41 MmCIA'ank1w "M.: JESSEN-WRIGHT PHONE NO. : 530 894 3016 Oct. 21 2002 05:19PM P3 �j CLIMATE PRO° FIBER GLASS BLOWING WOOL Your home has been professionally insulated to provide a guaranteed thermal resistance.. HOMEOWNER'8 NAAE F 0.1,, ` 4 7 '� , r. Vis. � ��� tl •,i ro RECORD OF INSTALLATION BAITS AND ROLLS R -VALUE THICKNESS AREA INSULATED CFI LINGS BLOWING WOOL NEW CONSTRUCTION IF RETROFIT: ❑ RETROFIT DEPTFrOF PREVIOUS 1 eX{t'ir"�-.;. 1 S. nstalled ' z .y , ^2 INSULATION NUMBER OF BAGS USED INCHES s �q 0 AREA INSULATED 2 ESTIMATED R -VALUE OF ' S0. Fr. PREVIOUS INSULATION l THICKNESS OF INSULATION TYn(S) OF PREVIOUS 'Z%Ob INSULATION IN A7TIC rnsulatian should �INNCHES R -VALUE OF INSULATION � 3 BAITS AND ROLLS R -VALUE THICKNESS AREA INSULATED CFI LINGS 1-2— IN. 2549 SQ. FT. 0� wA1.ISs 1 eX{t'ir"�-.;. 1 S. nstalled ' z .y , IN. IN. L T t x air? a +�•. Contents oj� ;% SQ. FT. SQ. Fr. s �q 0 FLOORS 1 � i! s $ IN. IN. s resutance SQ. FT. SQ. FT. 'Z%Ob ' not— rnsulatian should IN. .., be,lessvthan , bs: SQ. FT. CLIMATE PRO. BAG WEIGHT - 25 LR- NnMINA1 �`' R VALUE : " `'MINIMUMS r j ;.BAGS PER ,1000 SQ FT '•.� ' MAXIMUM53' NET,COVERAGE - _ `'MINIMUM WEIGHT;, x rPER:SWFL', r .••1J• •�,��1 �TLit '_ 1+'s�To obtain an ter to t,MM1, 1 eX{t'ir"�-.;. 1 S. nstalled ' z .y , ,1 ay.,y y...nG - l.ry 'Yc The number of,,bags L T t x air? a +�•. Contents oj� ;% 4't r ., - .1 w The weight per, r t • tnst{latton Y ; al .x > insulation:* per 1000 s o �t p. , .. 4 ft j �� ,� � � this bag should �eG'�: � s`} + ' e v �s9 fi YojinstaUed ! s resutance t should not of + " net area.should• not r t'ai ' not— rnsulatian should (R) ojr k+t .., be,lessvthan , bs: be less than:. r `. more than Yp s yy°�' W, �: not be'lii s'than: 1k .,•7. . Sli. .. .. ..�IRX�dv .Ir' s L� a.fa iv i�q K y ya `i11 Kpu Sit m% ¢'"C.l 44 F"fie s J h�, 5Y t �t ✓,w 7 0 �^ ,� via �, "4� r �"af. '✓ti 4 r Yf t, v, i 142 sq fa' ;• S. ite • r * ,rti �� 0 176 lbs 719T°ttr!�48'/, Fm , ' �• k 1,;y12 5 w 7 i - 79 9 sft �s f r;"", ° ' 22'.. �r�t}..,5 MAR k ,y s1q.. r,+a'�`�¢03T31bs „ 1.�. �c68 4 sq .ft ,s ;0 365.`lbs `26 p' ,,r `1154 to ,� r `r '''` 17 2 ,'; . rw °` x"'58'0 s+f'?'` q'lt -190 431 Sr X4" Y ,�} 200 tY; e r^ 426 3 .rt s ��i50O,sq ft� asst' ._ t�r 0f5001bsd;�� 01 � �1«,� "K�a,r� �C x `ma4, � F• '' �� r, 30 y f.�38 0 PJ, a4 32 8 sq fL' .6591b'38 :Z 1. 0.7631bs' }t'tr.5014 ,°`}2054 I t•wr N ' } �..� .f43 v fi ,of60 .2s/ 23 1:0761bs. _ INSULATION�+C�ONTRAACTOR SIGNATURE DATE (—l� COMPANY V/�l C.l� ADDRESS , PHONE ;n T HOME BUILDER SIGNATURE , �� DATE COMPANY � /2�DRESS 3o z_u `,,� PHONE ? T Z (_1/ 3n ✓U 1 Johns Manville BIC -194 797 _ 0 1997Johns Manville Corporation Johns Manville Corporation, P.O. Box 5108, Denver, CO 80217-5108, Internet: http://www.im.com. For more information call 1.800-654-3103. 1� 1� �' THis Is FIBER GLAss J BLOWING WOOL INSULATION FTC FACT SHEET CLIMATE PROTM BLOWING WOOL INSULATION Bag Weight 25 lbs. Nominal (Minimum Net Weight of Insulation in this Package is 23 lbs..) R -VALUE MINIMUM THICKNESS BAGS PER 1000 SO. FT. MAXIMUM NET COVERAGE MINIMUM WEIGHT PER SQ. FT. To obtain an Installed The number of bags Contents of The weight per insulation insulation per 1000 sq. ft. of this bag should sq. ft. of installed resistance should not net area should not not cover insulation should (R) of.- be less than: be less than: more than: not be less than: .. 11 5/, in, 7.0 142 sq. ft. 0.176 Ibs. 19 8•'/, in. 12.5 79.9 sq. ft. 0.313 Ibs. 22 10 in. 14.6 68.4 sq. ft. 0.365 lbs. 26 11% in. 17.2 58.0 sq. ft. 0.431 lbs. 30 13 in. 20.0 50.0 sq. ft. 0.500 lbs. 38 161/, in. 26.3 38.0 sq. ft. 0.659 lbs. 44 181/, in. 30.5 32.8 sq. ft. 0.763 lbs. 50 20X in. 35.5 28.2 sq. ft. 0.886 lbs. . 60 23•'/4 in. 43.0 23.2 sq. ft. 1.076 lbs. Read This Before You Buy What You Should Know About R -Values. The chart 'shows the R -value of this insulation. "R" means resistance to heat flow. The. higher the R value, the greater the insulation power. Compare insulation R values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the. climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of .insulation already in your house, and your fuel use patterns and family size. If you.buy too much insulation, it will cost you more than what you'll save on fuel. To get.the marked Rvalue, it is essential that this insulation be installed properly with pneumatic equipment. i BIC -194 7/97 6 1997 Johns Manville Corporation A Johns Manville Johns Manville Corporation Insulation Group P.O. Box 5108 Denver, CO 80217-5108 Internet: http://www.jm.com INSPECTION REQUESTS CALL: (530) 89 m 5-4898. Please have your project address and permit number ready. Requests are recorded 24 hours per day. Calls received before 7 a.m. will be handled the same work day. Calls received after 7 a.m. will be handled the following workday. ACTIVITYIBUILDING PERMIT NO.: 02-02023 Project Address: 1980 BIDWELL AVENUE CHIC APN: 042.610-051-000 Lot Number: Subdivision: Zoning: Work: ON SITE SEWER CONNECTION NEW SEWER USE SSA 4868 Occupant: b/ 1 .` , w /� i �FiE(2UEST� k �„ , INSPECTOii'S NO,� ES INSP�CtION r. n.ir jS e . IRV�r,[{�� �w F :..- .kS ::;..o.,$ ate ... :._..:...... _. ., ..,. F �'. ..... .:... .... — FOUNDATION: Forms•Setback•UFE R• Hardware Underfloor Plumbing Underfloor Heating OF Insul.: OK to install subfloor SLAB FLOOR -Steel/Rebar SHEAR WALL / BRACED WALL Hardware -Straps •Holdowns Roof Nail FRAME: Rough Electrical Rough Plumbing Rough Mechanical Frame OK -Place insulation Rough Fire Sprinklers Insul. OK _ -Place wallboard Gyp. B walls OK -Place tape Ext. Lath OK -Place stucco Scratch Coat Sewer RC Channel SWIM POOL -Bond -PVC -Elect -Light Niche -Fence •Preplaster Shower Pan Elect. Tag: ( I Perm/( 1 Tem Gas Test -Gas Tag Health Dept— Fire e t.Fire Plannin • ARB Engineering (On-site) Temporary C of 0 FINAL INSPECTION ADDITIONAL NOTES: S:\BL TEMPLATES\SETTINGS ETC\LINDSAYZ\MISC.DRAFTS\REV2PERMITO1.FRM REV. 05/01 Jan -20-00 07:23A wb_dc . 9166852831' p - 02 APAWVW% Certificate of Conformance Certificate 052736 THIS IS TO CERTIFY that the glued laminated limber 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 grads and glueline bond quality. SYS x 16 % /,23' '/� p' %9' 3'/t X/v %-. %v, hr , h1h ��. WOp���� Z_4 Qb 91Y, 0R4 Jb 01. 'S©�.4 TO Z GP SEAL �' iVA h� 4 ,,,���� sH 1N G� ��`,'• by Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a re+eteo torporah7n of ARA — THE ENGINEERED WOOD ASSOCUTION 7011 South 19th Street - P.O. Sox 11700 • Tacoma, WA OBa 1 t-0700 Telephone: (253) 565-5000 i Fax Number: (253) 563-7265 03/22/2002 13:51 5303431865 CANYON OAKS CC PAGE 03 DEPARTMENT NT OF PUBLIC WORKS ENGINEERING 41 1 Main ;freer • 2nd r(nrn P.O. Box 3420 Churn. CA 95927 (530) ki'95 4,97:3 FAX (530) 8'15-x999 AIS S 453-4873 February 26, 2002 Gard Anderson 3020 Hegan .Lane Chico, California 95928 Re: /Application for Sewer Connection x!14868 - B'dwell Avenue The above noted sewer application has been processed by the Engineering Division of, dte Public Works Department and is attached for your reference and use. This property is located in the unincorporated (County) area of the Chico Sphere of Influence. Under the provisions of the Chico Municipal Code, such property is generally only eligible for sewer service open annexation to the City of Chico. However, this property meets the following exemption criteria (on} in the Code and is eligible for sewer service prior to completion of annexation: ". ali The property is within a subdivision. for which the City has issued, prior to December 16, 1993, a commitment to provide sewer service. 1. No additional sewer connection fees are required for the proposed use of this Property. Secure required plumbing and or encroachment permits from the Community Development .Department Building Division. 2. Construction of the sewer lateral serving this property and connection to the City sewer system is your responsibility. The work on private property shall be performed under a plumbing pennit. 3. Work within City right-of-way shall be performed under cncroachme.tit permit by an appropriately .licensed, bonded, and insured contractor. 4. Work within County right-Ofway shall be performed by an appropriately licensed bonded, and insured contractor under an encroachment permit from the County an, d a Plumbing permit from the City. /As provided ,for by City policy the sewer connection fees calculated in the attached application are valid for sixty (60) days .from the date of this letter. If at a later date you decide not to proceed with this project, you may request a refund of sewer connection fees paid. S:VSr*WFRSkApplient,ionsl20d2%49(iR . I;idwell AvCpuc,wpd 03/22/2002 13:51 5303431665 CANYON OAKS CC PAGE 04 If you have any qucstions regarding this letter or sewer service in general, please contact this office at (530)-895-4883. Richard Burgi, P.E. Associate Civil Engineer for E. C. Ross, Director of Public Works RJB: Att.: Original of Sewer Application Copy Distribution: 1T Black SS App. #4868 13ldg/Permit Tech Address Bidwell Avenue AP Number 042-610-051 Blde .Permit No. :1F_WERS1Applications1200214868 • Ridwell Avenuc,wpd 03/22/2002 13:51 5303431865 CANYON OAKS CC PAGE 05 CITY OF CHICO APPLICATION FOR SEWER CONNECTION: SINGLE PARCEL PURSUANT TO CHAPTER 15.34 OF THE CHICO MUNICIPAL CODE SECTION I APPLICIATION INFORMATION A. PROPERTY TO BE $ERVED: Address �� 4 `��: A.P. No. Location, Ii m/Vvy`' ❑ City ,County NOTE: Annexatidn to City is norally required for sewer service.' 1. Is this property in escrow or for sale? (i 2. Existing Use: V. Vacant ❑ Non -Residential -use M Single Family Residential/No. of Units. t] Multiple Family Residential/No. of Units C:a 3. Proposed Use (Incl. Existing): ❑ Non-Resid (. Single Family Residential/No. of Units . f If non-residential or mixed use, please complete NOTI 4. V1 al - Use . Multiple Family Residential/No. of Units following: ❑ Hospital ❑ Convalescent Hospital ❑ Hotel/Motel ❑ w/Restaurant ❑ Dormitory/Group ❑ w/Food Servide ❑ School No. of FTE Students ❑ Office: Sq.Ft. No: of beds No. of rooms No. of occupants REASON FOR INITIATIN ❑ General Information C. APPLICANT:. -y Address: j0zn� r Ir D. E. F. G I APPLICATION: Plan Check, �lo •� �► o��,�. v,J S i Phone: Home: ca /*fj i-1 i Busines ?S -Ci Z y Send R OWNER: IN -J It), Address: `�q (Aic jNc-J'T oc�- CO- c .C, CA (1 tiq 7 3 SUBMITTED BY: 0(7.A(Z4) APPLICATION FEE PAID: '%I • D D 11/2148 ❑ FAILED SEPTIC s esponse: ®.. Phone: Homes (a 3 Business '3Y2-;, Send Response: El Date: � Z' ❑ Owner [Applicant OR# Date: APPLICATION NO:? 03/22/2002 13:51 5303431865 CANYON OAKS CC PAGE 06 RECEIPT NUMBER: 8000001166 APD #: 02-00208 SITE ADDRESS: PARCEL: 042-610-051-000 RECEIPT TYPE: MISC RECEIPTS TRANSACTION DATE: 02/04/2002 TOTAL PAYMENT: 71.00 TOTAL PAID FROM TRUST: .00 TOTAL PAID FROM CURRENCY: 71.00 TRANSACTION LIST: Type Method Description Amount .................... . ..... ---- Payment Check 1539 71.00 TOTAL: 71.00 ACCOUNT ITEM LIST: Description Account Cede Current Pmts ....... ---- Sanitary Sewer App 850-000.42302 •-71.00 TOTAL: 71.00 RECEIPTISSUED.BY: COUNTER INITIALS' NG ENTERED DATE: D2/04/2002 TIME: 03;00 PN 03/22/2002 13:51 5303431865 CANYON OAKS CC PAGE 07 SECTION II DEPARTMENT OF PUBLIC WORKS - ENGINEERING USE SEWER FEE CALCULATIONS A) GENERAL PROPERTY INFORMATION: 1. In City? [ ] Yes [440 2. Aenexable7 ( )Yes [/f 3. ELIGIBLE FOR SERVICE: (Meets at least one condition) [ ] In City [ ] Failed Septic [ ] Industrial Land Use [ ] Existing SS&A Agreement: [ ] Existing Residential Development Previous Applications: . �3C.lo3 �y$ y Existing Commitment Letter: 4. [ rC-ONDITIONS OF SERVICE:' [ ] None [ ] Complete Annexation [ ] Petition For Annexation [/r Execute SS&A Agreement [ ] Gen'l Plan Amend/Rezone/Use Permit S. [ ] NOT ANNEXABLE OR ELIGIBLE B) SPECIFIC PROPERTY INFORMATION 1. Existing Zoning __At- I (Or Gen'l Plan Designation ) 2. Parcel Frontage _ IV Feet; Area Ades. 3. Presently Connected To Sewer: SF Units: 0 MF Units: Acres: Other: 4. In Assessment District? [ ] Yes rNo Name: S. Sewer Main Extension Required? [ ] Yes No [ ] Previously Installed C) APPLICABLE SEWER CAPACITY FEES AND CREDITS >4 I. TRUNK COLLECTION SYSTEM FEE: obligations. Credits: @ @ $ s'l�ro Total Trunk Fee:$ 2. WATER POLLUTION CONTROL PLANT FEE: Obligations: Credits: @ /S= Total WPCP Fee: _ 3. LIFT STATION FEE (Name: ); Obligations: Credits: Total Lift Station Fee:$ /L) 4: Submit separate Sewer Application for each parcel within this development. D) MAINS COLLECTION SYSTEM FEE: Exempt From Fee!P" . ply. t tjr [erNot Applicable - Main .Extension Installed - Required [ ] Mains Fcc Due: Front Feet (a $33.64/LF = S [ ] Riser / Lateral Charge: @ / - $ Total Mains Fee:$ 91, E) TOTAL SANITARY SEWER CONNECTION FEE DUE:.. F) Subject to Sewer Reimbursement Agreement: g No [ ]Yes Agreement Name: (SEND COPY OF RECEIPT TO DPW-ENGR WHEN PAID) S -"SE WERSTORMSISSA•GENE. WPD rev Oct 4, 2001 SSAa Page t of 2 `J 03/22/2002 13:51 5303431865 CANYON OAKS CC PAGE 08 . G) Per CMC 16R.08.030, if the parcel is one acre or lessvtnd an approved private sewage disposal system is installed in lieu of connection to City sanitary sewer system, pay all connection fees quoted herein, gll s a sewer main installation fee of $33.64 / Front Foot X I.f. = $ Per CMC 16R.08.040, if the parcel is greater than one acre and a private sewer disposal system is installed in lieu of connection to City sanitary sewer system, no fees are due until the time of connection to the City sanitary sewer system. TOTAL FEE WITH PRIVATE SEWAGE DISPOSAL SYSTEM: $ H) ESTIMATED MONTHLY SEWER SERVICE FEE: %. S9.9 0.51 '+ ( Ccf X ) + Lift Station(o ! _SI Monthly Pee. Units Excess Water Rate 1) REMARKS: Sewer Service is: 1 Available [ ] Not Available [ I Conditionally Available .n PREPARED BY: DATE- K) APPROVED: FOR THE DIRECTOR OF PUBLIC WORKS BY: DATED: SECTION III DEPARTMENT OF PUBLIC WORKS - ENGINEERING USE ADMINISTRATIVE TRACKING Annexation Agreement Required Vfl**N'^o [ J Yes [ J Complies with conditions of Annexation Agreement Subject to Crocker/Columbia Settlement Agreement: UI No J J yes SECTION IV CITY USE PAYMENT RECORD Sewer Connection Fees Paid: O.R. N Amount Date S'ISEWERSIFORMS�SSA-004E Wpp rev Oct 4. 2001. CRna Yi F7Y 19 z 1 1 1 1 I 60 39Vd 8988 'ON NOI133NN03 83M3S 80-1 As a3n0addd NOIJ.b3I-lddd kNV IW033V Ol ld-ld ---MW 13-lV3S `�g-1A8 a3�33N3 20 781' /31va — Ar ,Aa NAvaa 7 M -019-72H JAV llj�qjg 0 ---- NJVW djM]S 9NJISIXJ Ol IJINNUJ 00 SAVO NOANVO la N 0 M S98TEPEOES IS:EI Z00Z/ZZ/E0 03/22/2002 13:51 5303431865 Canyon Oaks Country Club 999 Yosemite Drive Chico, California 95928 Phone: (530) 343-2582 Fax: (530) 343-1865 CANYON OAKS CC 0 Fax Cover Sheet COUNTRY CLUB t� Date: 'Z -Z Cl - Fax �'"" Fax #: S Phone#: From:ti.S `e - Number of pages including cover sheet: PAGE 01 03/22/2002 13:51 1 Main Street O. Box 5364 Chico, CA 95967 (530) 891-2727 FAX (530) 895.6512 5303431865 CANYON OAKS CC BUTTE COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH PAGE 02 7 County Center Drive Oroville. CA 95965 530 538-7281 FAX (530` 538-7785 APPLICATION AND PERMIT TO CONSTRUCT A SMALL DIAMETER WELL WITH A CASING DIAMETER OF EIGHT (8)) INCHES OR LESS OR A CHAPTER 238- 5c EXEMPT WELL Application for. Small Diameter Domestic Welly -Repair or Deepeningg With Same Pump Capacity 13 Replacement Well With Same Pump Capacity Wlt In 100 ft. of Destroyed Well ❑ Frost Protection ❑ Fire Suppression p Monitoring WAIT ❑ Public Water Supply Well O Other Owner Name: �Iri /�1%U Assessor Parcel No. (X Z Q Applicant Name: AA(wes;,% Telechone No T 2 �6l3S Applicant Mailing Address: 1720 40 ZI Street Address of Sit _ �'V1i -_ Land Use Zone WELL DRILLER INFORMATION WELL INFORMATION T.._ Well Driller Proposed Depth C-57 LICENSED CONTRACTOR DECLARATION Diameter Casing I h@reby affirm under penalty of erfury that I am licensed under provisions W. ^•M of Chapter 9 (commencing with Section 7000) of Division 3 the of Business and Professions Code, and my license is in full force and effect. License Class l.ic. No. PERMIT (EXPIRES ONE (1) YEAR FFI;Q14f DATE ISSUED) � F Fee Received�0! ; WORKERS COMPENSATION DECLARATION i Date Fee Received a 4 -02 - ; -- ; Receipt No. i ffirm under penalty of perjury one of the following Date issued p : Approved ey' ,(,� E.H ve and will maintain a certificate of consent to self -insure workers' compensation as provided for by Section 3700 1 Special Conditions: e Labor Code, for the performance of the work for which permit is issued. , - 4 ve and will maintain workers' compensation insurance, nom/ / &Z : r/�� '�/79k�` ,t , equired by Section 3700 of the Labor Code, for the ormance of .work for which this permit is issued. My ' A/g/N-_SSD ers' compensation insurance carrier and policy number ......... � ..._............. Carrier NOT O WELL DRILLER* - Policy Number I. Provide a minimum twenty-four (24) hour I certify that in the performance of the work for which this Permit is issued, I shall not employ any person in notice 'prior to installing or placing sanitary.seal or drilling a well expected to an manner so as to become subject to workers' Compensation laws of California, and agree that if I should become subject be completed in less than twenty-four (24) hours. (BCC 23g9(bJ) to the workers' compensation provisions of Section 3700 of the Labor Code. I shall forthwith comply with those 2 A satisfactory final inspection by the provisions. XGLd% (�dr^-l�'.�� Health Department and receipt by the Health Department of a Driller's Report or a satisfactory �'D�{E7JPeTb72 abandonment report and a s19A31ura cr Apoecam 0o,,,,,,,r Oc-57Ucooaedwolf35 r OnoihorizodAgaM, disinfection statement is required for final approval of work. Date: -� ✓ (BCC 23B9[aJ) 3. To facilitate issuance of your well permit, WARNING: FAILURE TO SECURE WORKERS COMPENSATION COVERAGE IS UNLAWFUL AND SHALL SUBJECT Please stake and flag the proposed well location at the site. AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEYS FEES. we.�7Mp Structural Calculations For Lee Residence Creek View Estates Butte County, California A.P.N. 042-610-051 oeROFESS/pNfi �CO EU °C' 0.34 x EXP. -3 31 04 ve q�FOFCx\-* P U, m 4 S' ILDING DFPAR?MF-W N kkPPBOVED 3�z1/o2 LZ�—= Jessen. -Wright STRUCTURAL ENGINEERS PROJECT L ENGINEER .cJ Vv DESIGN OF 1, ()a r6w i _lam rc�� . co F vZ, r U Z, AJs OL A i /Q►nl Yz"rr i 66)LIA) m I S� �' i ���� GO 1.1i ,/�i nrA LcY.�r�S leis L.o 1AWI Loc -Ai P3 F z PSI PAGE DATE 9 1 LO1 0 0 oG�9 0 z . . Live l Z PROJECT \\ w� w11 ENGINEER '.J DESIGN OF Jessen -Wright STRUCTURAL ENGINEERS s) 4- Fjo=I1Zo)(W��) = ISbBo Ids PAGE DATE q I O (�-(9S)�Ip��.(!/Z�L1�p)�4 (�6�°j� i-'/L(yb�i� f 19�5C1o)i��/Z�Z��i�� F.^'= c )(IN) = Z4,So� lbs P� 3 y + �V)�� .I/\A.. --y 14o (8) ll Zo �tL (�) 4. 1 �)( /0) 7 �9 W C -t 21 Jessen -Wright I j_ STRUCTURAL ENGINEERS PROJECT t-- PAGE L ENGINEER DATE I DESIGN OF. P, Is Y" c- C04A RODS -v- V= (zo7 o 3)( 32,4.1lo �5)(l -7 S-) (1336)(1 Z)] i10 Se 4o�r jz- (yo Q)j. f- FZ i Jessen -Wright STRUCTURAL ENGINEERS PROJECT l� — ENGINEER cJ DESIGN OF 6), Pte,, U�_4 PAGE G DATE i111or yU1r1-[�joo�iZ)+(17,�xio��13�5)� �-7)3�5 �f{� T= C)�0�50 os e- vj/, -,It:= Fiz �q z H z (16130) to 10 (19 Z) 1 C�)30) Y = `d` ► Use IS%3Z w� �� d 6`� w a� YnO ,/-i c.s Mor - Is�I Lg� -ea j,�) = ZSv (fie LS T�4 �30 A Jessen -Wright STRUCTURAL ENGINEERS PROJECT ENGINEER_ DESIGN OF (S w6lvI ( 9 z 60v� r A - Gia k PAGE q� DATE (%SG7 Jcr . Vycvl 4 3.0 Fez:- - gV' �.1 L- = S ],,b'' F& = � 65' Nv T S �A w 1Pvio 1 �S e, RIDS A PROJECT Ll:� ENGINEER �" v DESIGN OF �eUvr c, -j Jessen -Wright STRUCTURAL ENGINEERS WovA L �5 1f fi Is1-See c> - c 3.Z,� PAG E�j DATE ` O 4 ° W INVOON IN T --9-k s +K c Q Cq a r z Jessen -Wright STRUCTIJRAL ENGINEERS PROJECT ENGINEER DESIGN OF 5 Lr\OA f ww PAGE DATE 0 TI -ML- A? (oma �� 3 -5 0 WIN10OWf IN 1-b- if INAlL F ki 30�z (19zo = z 1 3z' el z -� ► 7 �' f b 0 It -D -cj VA., 0 3 d c - Ni Vol 13 ® 44, fv0.�7�CZ (7� - 27 _ �13Sir s�� Ai6 2 f Z �/ 1L �� �. L-g� h) �R�lr 7 61 1. �, 4- NAA- -- .co,00ii:g1.-' z a 60 L6 L� e. l ig zpq- e e,!,� Jessen -Wright STRUCTURAL ENGINEERS PROJECT ENGINEER �9 V DESIGN OF. S ln��✓ w�Lcs I iq'LL 1 PAGE 8 DATE 9/0- I U �y _ , ��i — Y)K> Nbr COMP�I vA 3.S: 1 t4 L = Z 1 = -Sy2E:C- ?A'rlC S Tiz/tf-If O/t- E Fc- 0. = <l0 (-7/1J� t �/IZC9�t) = 137610 s15-� Z'-'343 ?(A. -0 6 NOT Ll 3-7 6/3) 14 (2 2 X12 ; (13�g�(�3�.�►l� = IS�z �',�el- Use I��J26 1 PROJECT /IECs I ENGINEER Lo DESIGN OF L) IVA) L L -'A'- Fao, (�-/bo -Z Jessen -Wright STRUCTURAL ENGINEERS PAGE DATE I J �7 I � , t �cpj �� .7 V 1140 -7, S -f 13) C7/ �jj 6 f� j -�-j 17,s -4116 L = -71 S1 i 1-3 rA ,- m� 2o)MI L-� Im -� + vu 3) u) (Jb) f 7J�R 1621 f�z� E f Jessen -Wright STRUCTURAL ENGINEERS O PROJECT LE L PAGE /_ ENGINEER U DATE O DESIGN OF S k8gli- WA Ll=< ),a�L 11A L Al sem, "W45"u L - y3Zy Z i-`200 Fzm m?o Z ho -11 Hsf h "O'LO X50 s 14 M [0 o spi ski 0,�/ z)"j 0/ s-') �. �: �' --- � rbc% � L -C1 ��. d`CS � i1�, � D I-t"� �yi ���✓ P March 15, 2002 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Attention: Linda Simpson Re: AN 042-610-051 David and Amy Lee BP# 02-0150 Response to Plan Check: Non -Structural Comments: I --We do not wish to enlarge the windows in bedrooms 2 and 3. We have slightly increased the closet sizes in bedrooms 2 and 3 and increased the bathroom size between the two rooms to reduce the livable space below 200 square feet in each room. Therefore only 20 square feet is required by code and the 4x5 windows should be adequate. --2�. There is no agricultural building on this parcel. r Owner to provide. Structural Comments: 1. Please see attached calculations. The 2x6 studs specified on plan will be Select Structural. 2. Please see detail 8/S-7. 3..Please see attached letter. 4. Please refer to the original structural drawings, note 9. All glu-lam beams are 20E -V4. _ 5. Please refer to new calculations provided. We have increased the pier footings to 24" square. 6. Please refer to new calculations and details provided. The footing requirements at the porches are very small, less than 1.3 square feet. Please see detail clarifications. JESSEN-WRIGHT STRUCTURAL ENGINEERS 113 West 8th Avenue, Suite A, Chico, CA 95926 (530) 894-5345 FAX (530) 894-3016 ' , 7. We have reviewed the roof truss plan and were not able to detect a girder truss. The truss adjacent to the East wall should not be considered as a girder truss because the cantilever eave actually helps to unload it. We have redesigned the glu-lam for a 21 foot tributary width along the entire length3. The revised design required the beam to be upsized to a 5.125x16.5. Please see calculations provided. 8. Please see calculations provided. 12" diameter concrete columnrequires minimal reinforcing. 9. Detail 4/S-6 has been revised. 10. Please see calculations provided. 11. Please see revised drawings. 12. The foundation pop -outs are for under -floor access. Response to Part 2 by others. Please feel free to contact me with any questions or comments. (530) 894-5345. Sincerely, V+ pR0FE,S; ' n James R. Wright •.•••• NO.3450 F. E;;P.3.3Ja� . v • , Tom' OPC A%.N JW_ U March 15, 2002 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Attention: Linda Simpson Re: AN 042-610-051 David and Amy Lee BP# 02-0150 Dear Ms. Simpson: I have reviewed the trusses and their reactions for this project. The balance of the structure has been designed to incorporate the loads imposed by the truss reactions. The design responsibility of the trusses shall be that of the engineer employed by the truss manufacturer. Please feel free.to contact me with any questions or comments. Sincerely, James R, Wright. )tey'tt) JESSEN-WRIGHT STRUCTURAL ENGINEERS 113 West 8th Avenue, Suite A, Chico, CA 95926 ,(530) 894-5345 FAX(530)894-3016 PROJECT L (! e ENGINEER -\NA DESIGN OF I Jessen -Wright STRUCTURAL ENGINEERS &(j 1( Ces rrvv-\ s k PAGE DATE J Z 1 Tc" 'stuk co toz;ll I loo�q Lo - Tv &kl v I 2-7f PTL - (13 + ! 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Ir J k fb.r U' � io - (� if �u� = 8 � 7, zS �-5� •fit Z '�Tt, � 13+Z U�$ I� l y Lilt 'NJ(t-lX PROJECT ENGINEER L�/�/ DESIGN OF - Jessen -Wright STRUCTURAL ENGINEERS C L [4- 1 7rl�n PAGE DATE J v l�oL 3 0 0 U WLL=k1yl6)=33��`F Wim= PL� 000 � i) 2eF-v4 T �L _63 1 , zz `z = 111919 4)Cl! lot-, IS5 ,Lu L A vin 41 PROJECT _ ENGINEER v v DESIGN OF 1 Jessen -Wright STRUCTURAL ENGINEERS 0, PAGE 7 DATE �+ 0,03 ksi P- �, �v�C►u ��� ��v l� ���S��u��t��) C� I'V1 vj _ U f r �- IC ---� ->� flu ► 6 k ((o I w z- I 9�r P,)/&r , 0, o oomy, :-- 0 . I I J vs e -t #-3 tl �11 0ca PROJECT L.-•�� ENGINEER V V V DESIGN OF pc4) W A LL 5Zz�# all Jessen -Wright STRUCTURAL ENGINEERS PAGE r ` DATE S J QG k 4)qs(�z FeaI (o8S I(o o -F,74 ?�P 0) Gilw:> 0 4 4 0 i - F IWC/ -q - 4�,I "bAp.f Vse )V3L w PROJECT �e ENGINEER _ DESIGN OF 1 � � 3vzZlb I-V) Jessen -Wright STRUCTURAL ENGINEERS 13t) = 2-8 twt m, St'" e 151 rn p Aen 16-71 e 133 PAGE DATE t 61F� 3 Moi D Z, -.,A MDT z IS.Ib fy� P, (AP. (- 3. 7n c -7 L00 Tne NW 6 ttr c it (--Lw9, wAkL -LO►�I - cyl tx t,\) 35ew w` Tv.- Wo, 3 2, oz-. • �. S t�F 3 � o�G Mor (:-1-4" fAD-� (� 417 � P3.., e��� Mo, -7Z�Z,?b�f-- -72a M :-�1�Z4)f 1b6b� 1 /!,16 , G z os St'" e 151 rn p Aen 16-71 e 133 PAGE DATE t 61F� 3 Moi D Z, -.,A MDT z IS.Ib fy� P, (AP. (- 3. 7n c -7 L00 Tne NW 6 ttr c it (--Lw9, wAkL -LO►�I - cyl tx t,\) 35ew w` Tv.- Wo, 3 2, oz-. • �. S t�F 3 � o�G Mor (:-1-4" fAD-� (� 417 � P3.., e��� Mo, -7Z�Z,?b�f-- -72a M :-�1�Z4)f 1b6b� 1 /!,16 , G z os fflO � �s %, g SU\o N12 = �uui L� 4 - TA -(�-) :: 12)m-ff -16 MOT -7 ZqOS ti March 1, 2002 Gard Anderson 3020 Hegan Lane Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 042-610-051 David and Amy Lee Building Permit Number: 02-0150 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and -returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form: Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL; COMMENTS: 1. You do not have adequate natural light and ventilation in bedrooms 2 and 3. Please revise the window size and the energy calculations. 2. We have a permit for an Agricultural building on this parcel. Please show this building on the plot plans, if it is still there. 3. Please provide three more plot plans for the permit for the structure behind the future pool. It is a separate permit and requires separate plans. STRUCTURAL COMMENTS: 1. Please provide calculations for the tall studs at the balloon -framed walls. 2. Provide engineered truss details designed to support the two furnaces located in the attic. �3. Please provide a letter from the engineer stating that he has reviewed the trusses and their reactions and that they are in conformance with his design. 4. Please specify combination symbols for the glu-lam beams. 5. Provide adequate underfloor pier footings. The footings provided are too small. V6. Provide footings to support the front and rear porch columns. 7. Please provide calculations for the glu-lam across the rear of the great room. Include the point load from the girder truss that lands on this beam. 8. Please provide calculations for the column shown in detail 4 on sheet S-8 and key the detail to the foundation plan. ��M 1 of V9. Provide 4" edge nailing required for shear wall panels 3 and 4 as specified on page 5 of the structural calculations. Please indicate shear wall requirements on detail 4/S-6 and show the required straps. 10. Provide calculations addressing the 4010 windows in shear wall number 7 and the 6050 and 3650 windows in shear wall number 10. 11. Provide foundations to support the bearing walls on each side of the foyer/stairway/coat closet area. 12. The perimeter foundations provided under the master bathroom shower and the refrigerator do not match the floor plan. Please clarify. PART - U The items identified below must be submitted prior to permit issuance. Some of these items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. Provide 3 Plot plans, signed by the person that prepared the plans. Pay Balance of Building Permit fees in the amount of $1602.40 Impact fees: 3.1. Complete and return the Butte County Park Facility certification form. 3.2. Complete and return the enclosed Butte County School Impact fee certification - form. 3.3. Sheriff fees = $360.00. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any non-structural requirements in PART - I, please call me at (530) 538- 7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. Questions concerning items in Part II should be directed to front office staff. Sincerely, Linda Simpson Plans Examiner Philo Hunt, P.E. Plan Check Engineer 2 of 2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Lee Residence Date..12/04/01 12:40:10 Pro'ect Addr APN 042 6 ****k** � ess........ - 1 0 -051 Chico *v6.01* Documentation Author... Marty Runnells ******* B 'lding � j ' Energy Calculation Services d 1907 Mangrove Avenue, Suite E P an C ec Date Chico, CA 95926 530-894-8466 Fie C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -014465 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3785 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 -factor... Average Glazing SHGC....... Average Ceiling Height..... 3785 sf Single Family Detached New Front Facing 220 deg (SW) 1 2 Raised Floor 10.9 % of floor area 0.4 Btu/hr-sf-F 0.41 10.1 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor 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 Wall Wood R-17.8 R-0 71 8 0.061 Roof n/a R-38 R-n/aR-38 Front 0.025 Floor n/a R-19 R-n/a R-190.037 Front FloorExt n/a R-19 R-n/a R-19 0.049 Front (SW) 20.0 FENESTRATION 0.400 Window Area U- Interior Orientation (sf) Factor SHGC Shading (NE) Window Front (SW) 22.0 0.400 0.400 Window Front (SW) 27.0 0.400 0.400 Window Front (SW) 7.5 0.400 0.400 Window Front (SW) 23.1 0.400 0.400 Window Front (SW) 27.0 0.400 0.400 Window Front (SW) 20.0 0.1400 0.400 Window Front (SW) 20.0 0.4.00 0.400 Door Back (NE) 10.0 0.5`50 0.650 Window Back (NE) 35.0 0.400 0.400 Window Back (NE) 96.0 0.40{0 0.400 PLAN FRONT FRONT RIGHT, LEFT BACK, BACK RIGHT RIGHT ENTRY, BACK TO GARAGE TO GARAGE TO ATTIC RAISED FLOOR ABOVE GARAGE Over - Exterior hang/ Shading Fins Standard Standard Standa,F,d Standard StandaiYd Standard Standrd'Standard Standar.. n Standard Standa ��tandard Standard, rdard Standard �'.t and Standard d Standard op None None None None None None None None None None i CERTIFICATE OF COMPLIANCE: RESIDENTIAL I Page 2 CF -1R Project Title.......... The Lee Residence Date..12/04/01 12:40:10 MICROPAS6 v6.01 File -01446S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -'_:785 SF Res. - Submittal REMARKS FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Back (NE) 48.0 0.400 0.400 Standard Standard None Window Back (NE) 5.0 0.400 0.400 Standard Standard None Window Back (NE) 20.0 0.400 0.400 Standard Standard None Window Back (NE) 23.1 01400 0.400 Standard Standard None Window Right (SE) 22.0 0:(,400 0.400 Standard Standard None Window Right (SE) 7.5 0.4,0 0.400 Standard Standard None HVAC SYSTEMS Refrigerant Tested ACOA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -vale Leakage D Type Gas 0.800 AFUE n/a Attic R-4.4 No No Setback ACSplit 10.00 SEER No Attic R4.2: i No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Lee Residence Date..12/04/01 12:40:10 MICROPAS6 v6.01 File -014465 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -3785 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. Name.... Company. Address. Phone... License. Signed.. Name.... Title... Agency.. Phone... DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 ENFORCEMENT AGENCY Signed. ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Lee Residence Date..12/04/01 12:40:10 Project Address ADN 042-610-051 ******* Chico *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Fie C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -01446S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3785 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 -factor 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 perm/inch. 118: Insulation specified or installed meets insulation 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 -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Lee Residence Date..12/04/01 12:40:10 MICROPAS6 v6.01 File -014465 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3785 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 ACCA. 150(i): Setback thermostat on all applicable heatirug and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor 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 system, 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 installed, sealed and in- sulated, to meet the requirements of the 1998 ;CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in 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. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall, not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 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 7811 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. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning IANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R >roject Title.......... The Lee Residence Date..12/04/01 12:40:10 MICROPAS6 v6.01 File -01446S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3785 SF Res. - Submittal pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment _50(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen.' 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) -approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Lee Residence Date..12/04/01 12:40:10 Project A dress........ APN 042-610-051 Chico *vE.01* Documentation Author... Marty Runnells Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 ' 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method ....... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. 1 MICROPAS6 v6.01 File -014465 Wth-CTZ11S92 brogram-FORM C -2R User#-MP1333 User -Energy Calculation Servic Run' -3785 SF Res. - Submittal MICROPAS6 ENERGY USE SUMMARY Vent Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 16.14 14.26 1.88 Space Cooling.......... 10.37 9.84 0.53 Water Heating.......... 7.53 7.92 -0.39 Total 34.04 X2.02 2.02 *** 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 -factor... Average Glazing SHGC....... Average Ceiling Height..... 3785 sf Single Family New Front Facing 1 2 ReducedYear Detached 220 deg (SW) Raised Floor 1 38110 cf 0 sf 10.9 % cf floor area 0.4 Btu/hr-sf-F 0.41 10.1 ft BUILDING ZONE INFORMATNON Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 3785 38110 1.00 Yes Setback 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Lee Residence Date..12/04/01 12:40:10 MICROPAS6 v6.01 File -01446S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3785 SF Res. - Submittal OPAQUE SURFACES FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (SW) 22.0 0.400 0.400 220 90 Standard/0.76 Standard/0.68 2 Window Front (SW) 27.0 0.400 0.400 220 90 Standard/0.76 Standard/0.68 3 Window Front (SW) '7.5 0.400 0.400 220 90 Standard/0.76 Standard/0.68 4 Window Front (SW) 23.1 0.400 0.400 220 90 Standard/0.76 Standard/0.68 5 Window Front (SW) 27.0 0.400 0.400 220 90 Standard/0.76 Standard/0.68 6 Window Front (SW) 20.0 0.400 0.400 220 90 Standard/0.76 Standard/0.68 7 Window Front (SW) 20.0 0.400 0.400 220 90 Standard/0.76 Standard/0.68 8 Door Back (NE) 10.0 0.550 0.650 40 90 Standard/0.76 Standard/0.68 9 Window Back (NE) 35.0 0.400 0.400 40 90 Standard/0.76 Standard/0.68 10 Window Back (NE) 96.0 0.400 0.400 40 90 Standard/0.76 Standard/0.68 11 Window Back (NE) .48.0 0.400 0.400 40 90 Standard/0.76 Standard/0.68 12 Window Back (NE) 5.0 0.400 0.400 40 90 Standard/0.76 Standard/0.68 13 Window Back (NE) 20.0 0.400 0.400 40 90 Standard/0.76 Standard/0.68 14 Window Back (NE) 23.1 0.400 0.400 40 90 Standard/0.76 Standard/0.68 15 Window Right (SE) 22.0 0.400 0.400 130 90 Standard/0.76 Standard/0.68 16 Window Right (SE) 7.5 0.400 0.400 130 90 Standard/0.76 Standard/0.68 HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Gas 0.800 AFUE n/a Attic R-4.2 No No 0.767 ACSplit 10.00 SEER No Attic R-4.2 No No 0.669 Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 683 0.065 19 220 90 Yes None PLAN FRONT 2 Wall 18 0.065 19 175 90 Yes None FRONT RIGHT 3 Door 42 0.330 0 220 90 Yes None ENTRY 4 Wall 560 0.065 19 310 90 Yes None LEFT 5 Wall 729 0.065 19 40 90 Yes None BACK 6 Door 11 0.330 0 40 90 Yes None BACK 7 Wall 42 0.065 19 85 90 Yes None BACK RIGHT 8 Wall 1104 0.065 19 130 90 Yes None RIGHT 9 Wall 481 0.061 17.8 220 90 No WALL.RI9.GAR TO GARAGE 10 Door 20 0.330 0 220 90 No None TO GARAGE 11 Roof 2741 0.025 38 n/a 0 Yes None TO ATTIC 12 Floor 2741 0.037 19 n/a 0 No None RAISED FLOOR 13 FloorExt 37 0.049 19 n/a 0 No None ABOVE GARAGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (SW) 22.0 0.400 0.400 220 90 Standard/0.76 Standard/0.68 2 Window Front (SW) 27.0 0.400 0.400 220 90 Standard/0.76 Standard/0.68 3 Window Front (SW) '7.5 0.400 0.400 220 90 Standard/0.76 Standard/0.68 4 Window Front (SW) 23.1 0.400 0.400 220 90 Standard/0.76 Standard/0.68 5 Window Front (SW) 27.0 0.400 0.400 220 90 Standard/0.76 Standard/0.68 6 Window Front (SW) 20.0 0.400 0.400 220 90 Standard/0.76 Standard/0.68 7 Window Front (SW) 20.0 0.400 0.400 220 90 Standard/0.76 Standard/0.68 8 Door Back (NE) 10.0 0.550 0.650 40 90 Standard/0.76 Standard/0.68 9 Window Back (NE) 35.0 0.400 0.400 40 90 Standard/0.76 Standard/0.68 10 Window Back (NE) 96.0 0.400 0.400 40 90 Standard/0.76 Standard/0.68 11 Window Back (NE) .48.0 0.400 0.400 40 90 Standard/0.76 Standard/0.68 12 Window Back (NE) 5.0 0.400 0.400 40 90 Standard/0.76 Standard/0.68 13 Window Back (NE) 20.0 0.400 0.400 40 90 Standard/0.76 Standard/0.68 14 Window Back (NE) 23.1 0.400 0.400 40 90 Standard/0.76 Standard/0.68 15 Window Right (SE) 22.0 0.400 0.400 130 90 Standard/0.76 Standard/0.68 16 Window Right (SE) 7.5 0.400 0.400 130 90 Standard/0.76 Standard/0.68 HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Gas 0.800 AFUE n/a Attic R-4.2 No No 0.767 ACSplit 10.00 SEER No Attic R-4.2 No No 0.669 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Lee Residence Date..12/04/01 12:40:10 MICROPAS6 v6.01 File -01446S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -3785 SF Res. - Submittal Tank Type 1 Storage WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Recirc/Timer 1 .6 50 REMARKS External Insulation R -value R- n/a CONSTRUCTION ASSEMBLY Page 7 3R Project Title.......... Assembly CFR Forms Date..10/02/00 12:16:18 MICROPAS5 v5.10 File -GENERIC Wth-CTZ11S92 Program -FORM 3R User#-MP1333 User -Energy Calculation Servic Run -Any Project Parallel Path Method Reference Name . WALL.RI9.GAR Description .... Wall R-19 To Garage 16oc Type ........... Wall R -Value ........ 17.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description.. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 1. GYP.0.63 0.62E in gypsum or plaster board 0.56 0.56 2c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 2f. FIR.2X6 2x6 fir -- 5.45 3. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 20.17 7.82 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: .(1 / 20.17 x 0.85) + (1 / 7.82 x 0.15) = 0.061 Btu/hr-sf-F Total R -Value: 1 / 0.061 = 16.30 hr-sf-F/Btu I HVAC SIZING Project Title...... Project Address.... Page 1 HVAC ... The Lee Residence Date..12/04/01 12:40:10 ******* Documentation Author... Climate Zone........... Compliance Method...... APN 042-610-051 Chico *v6.01* Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 11 MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -014465 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -3785 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 3785 sf 38110 cf Front Facing 220 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 Opaque'Conduction and Solar...... Glazing Conduction ............... Glazing Solar...... ............ Infiltration ..................... Internal Gain .................... Ducts ............................ Sensible Load .................... Latent Load ...................... Minimum Total Load deg (SW) Heating Cooling (Btuh) (Btuh) 18453 8479 7172 4003 n/a 9515 24099 7919 n/a 2325 4972 3224 54697 35464 n/a 7093 54697 42557 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. , Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. ANMD WHEN RECORDED NL4IL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 IIII IBI III I IIII I II IIII IIII I I II IIII 3735 Recorded I REC FEE 7.@@ Official Records I COPIES 1.00 County Of I BUIiE I I''ANDACE J. GRUBM I Recorder I ROSEMARY DICKSON I Assistant I Vickie 02:04PM 18 -Mar -2002 I Pale 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESEDENTL4L DEVELOPMENT Section 26-8 of the Butte County Cod-- required this acknowledgment to be r ecorded prion to issuance of a building permit. The properry described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of tl: s hrropert}, may be subject to inconveniences or discomfort from the use of agricultural cheriicals, including, but not limited to erbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, Yiowing> spraynng. pruning, and harvesting Nvhich occasionally generate dust, smoke; -noise, and odor. Butte County has established a�,y-icultural purposes and residents -.within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. Al! that real property situate In the County of Butte, State of Californ a, described as follows: LOT 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CREEK VIEW ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 25, 1992,.IN BOOK 126 OF..MAPS, AT PAGE(S) 25, 26..AND 27. APN 042-610-051-000 Date PROP Y 0 ER : DAV D K. LEE Slate of Czlifornia our_ty of BUTTE 02. 03/08/02 ?,beforeLIe, DEE PALMER NOTARY PUBLIC personally appeared DAVID K. LEE er sonaUy 1,,ci n to me (or proved to me oa the bzsis of satisfactory evidence) to be the person(s) whose names) is/arc subscribed to the"within instrument and acla-GWledged to m e that he/she/they executed the sante it his/her/their authorized capacity(ies), and that t;; his/her/their sinnr urers� on the ist.tner, y b t, the person(s) or the entity upon behalf of ci`hich the person(s) acted, executed the ListrY:r ent. `•ITIWESS xmn 11 an/• and official fCal. DEE PALMER t•;�tu e Seal: Comm. #1185035 0 NOTARY PUBLIC CALIFORNIA BUTTE COUNTY '.. P. r 042 — 6 10 — 0 5 1— 0 0 0 My Comm. Expires JUne 22, 20021 Inter -Departmental Memorandum To: Butte County Building Department From: Ted Crawford, Fire Department Subject: Building permit #02-0150, David Lee, AP# 42-81-51 Date: February 28, 2002 The subject building will not require an automatic sprinkler system since it can be served by a fire hydrant from Cal Water located on Bidwell Ave. If there are any questions please contact me at 538-7994. CC:. File Chrono SITE PLAN REVIEW APPLICATION Date: O 2 . AP# C) L) 2— 10 — OS Permit Number (if applicable) C)2— 0 I APPLICANT INFORMATION Parcel Size: 5 A �- Owners Name: L E (✓ _bpV )c�) A m y Owners Address: &I L% W C ST CHIC -0 9597 3 Telephone No.: 89 L) — b 13 Situs Address: 13, 4J L,LL ��/t✓ - Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LME DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved X Conditionally Approved ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved By Date — 29 — OrZ— Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: lx I • Flood Panel No.: O t -i 8 5 42, Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S R 2 Applicable Building Setbacks: ® Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Zoning Code Streets & Highways Fire Prevention Subdivision Map Front S D L Side Side Street Rear <- Height Waterway N/A N/A N/A ® Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) a Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal F-1, Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a 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 ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: Cit 6S 1L Map Date of Recording: (,� Lot: Z ❑ Use Permit/Minor Use Permit Permit Number: v- i C– YJ 6s P–S– L S Book:—) 2 & Page: 2S j 2-% Date of Approval: 9 Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 131), unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30°ro. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 L Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy DocumentABuilding Permit Site Plan Reviewl.doc Page 5 of 5 1 COUNTY OF BUTTE -DEP `A'.NT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 AGRICULTURAL BUILDING EXEMPTION PERMIT P/E`�RMIT N �J0. / - �'� A Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. _ ZONING A'S k - O NER .Ib G� j fT� PHONE NO. -� e'Mcin r�� d 1441 m ctrn n Js' OWNER'S ADDRESS II w, ki ® LOCATION OF BUILDIN �✓ ftJ eu- Ar E RtE A 3/f o M I LE CEIJ to A�V C. C N-1 Ga UJEiOF BUILDING SIZE OF STRUCTURE / X = SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL X CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVER NG FLOOR TYPE IK -1 ESTIMATEP COST OF CONSTRUCTION t• AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: SD r' / f FRONT . SIDES .� REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date ��' �yc i - Signature of Owner Permit Fee - $25.00 The above described A Building is exempt from a uilding permit. Receipt No. 016;7Z— Director of Public Works By Date //,z.X-7 White -DPW, Yellow -Assessor, Pink - B. I., Goldenrod -*Applicant .:.. ivi r i. -- 52G CA4 FiV � - — 330 402,9 3j7j150 11e 4001 1 10T30 19 19 Ac. to 160'-(; 42 24• i 23 AC 20 O 19 Q a i 43 1►0 2, a o o 5.28 AC 5 CoAc. `O BIG CHICO CREE i 7, 78.4c. 5.00AC. .27 a 6.3 AC. 98 23�. 7 Ac. ESTATES UNIT 2 ' 532.23 64.85-1 /038.84 r 1339) 414.15 264.85- � 1 1 RA N I 3/. 36A,:. QCs$ t. C LO to Go 25 6.5A ACO 7.49 ACI 34 0 66.31 1�\\co 69 ab 233.6/ mZ . o p Q m A I. i21/ I 0 ~ to 0� 4 /6 ZO 'II /2 2>> i Ac. 1/.22 0.52 oc. 3,3 10.42ac. 32 ` h 9 I 0.66I?c�3e i PM 50-15 76 Rat 90 1 / 157.6 /0 1 O39 20 •494D959.8E u ti 1 • t Assessor's Map No'. NOTE—ASSESSOR'S PARCEL BLOCK County of I & LOT NUMBERS SHOWN IN CIRCLES �� S/ March Gard Anderson Construction State Contractors License #508703 Gard Anderson 3020 Hegan Lane Chico, CA 95928 I August 12, 2002 Z Jim Wright Jessen -Wright Structural Engineers 113 West Eighth Avenue, Suite A Chico, CA 95926 Jim Wright: (530)342-6138 received another correction notice from Butte County today (8-12-02), for you to take care of. You need to provide "new energy calculations" for the window that has been changed in the family room. First you told me there were no changes between the November 26, 2001 and March 18, 2002 plans. To date I have found 26 changes. Then you said the BCI 450 1 Joist were an inferior product to the TJI 150 1 Joist. Independent engineering reports show the opposite is true. You also told David Lee and myself that you had submitted and had "approval" for the changing of the window (over the french doors) in the family room. Butte County does not have the changes or approval in their project file. J, Please supply the two (2) correction notices ASAP so it will not delay the Lee job. Thank you in advance for you cooperation. Gard Anderson F � i t /-'& T.O-. PLAT 107(+)17T 11 2x6 BLOCI SIM. TYP. /-'a T.O. PLYV 0 1 , ! tw SHEAR WALL ELEVATION NO SCALE J W J ESSEN -WRIGHT Structural Engineers Requested By OWNER Reason WINDOW SUBSTITUTION REVISED WINDOW OPENING Project LEE RESIDENCE CEM VIEW OffATM BU'I°t'6 COUN", CALMRMA 2 �-6 Drawn By MLW I SCSI{ Date 4/8/02 1 Aug 08 Q2 06:53a FOM : JESSEN-WRIGHT k PHONE NO. : 530 894 3016 Hug. 07 2002 03:22PM P1 FAX TRANSMISSION JESSEN-WRIGHT STRUCTURAL ENGINEERS 1 13 WE5T EIGHTH AVENUE SUITE A CHICO, CA 95926 (530) 894-5345 FAX: (530) 894-3016 To: Philo Hunt D2te: August 7, 2002 Fax 5382140 Paues: 4, including this cover sheet. From: Jim Wright Subject: Lee Residence CO ?--01570) 04-z— (o 1 O— 6 S Thank you for your help. 1 Post-iY° Fax Note 7671 Date� &,-,pacojes� q - To IC hi r't 11'7 From ColDepl. Co. Phone # Phone # Fax # Z Fax P.1 Aug 08 02 06:54a 00M : JESSEN-WRIGHT Date: Project: Contractor: Present at Site PHONE NO. : 530 894 3016 Aug. 07 2002 03:22PM P2 Field Report May 31, 2002 Lee Residence Gard Anderson Jim Wright, David Lee, Brent (Framang Forman) 1. Drawings being used on site for framing are out of date. The contractor should be using drawings dated March 18, 2002. Please obtain correct drawings and verify as -built condition. �-1. The structural drawings indicate built-up (multiple 2x studs) columns for all posts. The 11— contractor has substituted solid posts without approval. Please review each condition and confirm that the area of the posts used is greater than or equal to the area of built-up studs shown on plan for all conditions. The solid posts have a tendency to twist and warp and could cause finish issues of which the contractor shall be responsible. �,. 3. The. Simpson metal straps between the upper and lower floors per the latest stntctural plans (— have not been installed. Please see March 18, drawings. 0/1�4, The Simpson metal straps shown in wall elevation 1/S-6 have not been installed. C, 1& 5. Wall elevation 1/5-6 specifies (4) built-up 2x studs at each panel. 'The as -built condition does not comply. 014 pl� 6. The structural drawings indicate a combination of Hold -Down -Anchors, HD2A and HD5A. /gThe contractor has substituted PHD type anchors without approval. Please confirm �L hat P.HD2 anchors were used for HD2A locations and PHD5 anchors were used for HD5A locations. ot7. There are numerous locations where the shearwall sill plates have been notched. Please l provide 1.5" x 18 gage straps at all conditions. The strap shall extend 12" minimum beyond the C�rib-tches each Side. 8. In several window naming locations posts were used as king studs and toe nailed into the headers. The structural drawings call out. 2x king studs. please add Simpson LTP4 at all as -built locations that occur. /1-e9. The exterior wall of the family room acquires five full -height 2 x king studs each side of the window/door opening. Please provide per detail 2/S-6. .LESSEN-WRIGHT STRUCTURAL EN(;lNEERS 113 Wes( Rill Avcnue. Suite A, Chico. CA 95926 C510)894 -514s FAX.(530) 8t)4-}Ul6 p.2 Aug 08 02 06:54a P•3 MOM ASSEN-WRIGHT PHONE NO. : 530 894 3016 Aug. 07 2002 03:23PM P3 10. Please provide straps over the top of the gltllams in the family room that supports the high roof framing. 11. The exterior shearwall sheathing at the main electrical box has been destroyed to accommodate the mislocated electrical conduit. Please add Simpson LSTA 36 at sill plate and at 12" on center above sill plate to top of panel. Provide solid blocking behind straps typical. -� 12. Please confirm all plywood nailing per note 12 on sheet S-2. ,GSA 13. The pedestals at the front and rear porches were not constructed per the approved structural drawings. Please provide as -built drawings for our review and submittal to the county. 14. Please frame in attic Access in bedroom#3 per owner's request. Please add �attic access in " laundry room ceiling. i l/OU' ,,�15. Please remove ceiling soffit in Parlorer owner's request. P q st. 16. To make it official, the structural drawings specify TJI.joists by Truss Joist MacMillan. The contractor substituted a product by Boise Cascade. The structural properties of the joist used are less than and not equal to those specified. Please and '/z" ply wood to both sides of each joist, or S 1' add %" plywood to ceiling soffit, solid blocked with no joints near the center. S' 17. Please notify JWSE 48 hours prior to County framing inspection for preliminary review. All items noted above shall be completed prior to our review, otherwise a letter of non-conformance will be issued to the Butte County Building Department. Our cursory review of field. conditions does not relieve the contractor of their responsibility to construct this project according to the structural documents, nor does it relieve the special inspection company of their duty to verify that each and every condition satisfies the structural requirements. Jessen -Wright Representative: James Wright Copy to: David Lee, Gard Anderson Aug 08 02 06:54a FROM : JESSEN-WRIGHT bT.O. PLA (+)17T 1 2x6 BLO( SIM, TYP ., g k T.O. PLYI 0 —0`— PHONE NO. : 530 994 3016 Aug. 07 2002 03:23PM P4 SHEAR WALL ELEVATIMN NO SCALE J JESSEN-WRIGHT REVISED WINDOW OPENING Structural Engineers Project Requested By OvMER Lim RBSIQENCrt ROOM WINDOW SUBSTITUTIONCom![ VIRW Mf1'ATK8 OU COUNTY, COUM7. CSL, PORMIA 2 S-6 Drawn By MSW SSK Date 4/8/02 1 p.4 ..'GaM Anderson Consivnction State Contractors License #508703 Gard Anderson 3020 Hegan Lane Chico, CA 95928 ' August 10, 2002 JimkWright Jessen -Wright Structural Engineers 11'3�West Eighth Avenue, Suite A Chico, CA 95926 JimWright: (530) 342-6138 w7 •Your.field report dated May 31, 2002, you keep referring to (I presume the Owners requested an inspection, because I did1not) was done when the framing was only 2/3 complete, which was over two months ago. OnJ-27-02 @ 11:00 a.m. I sent you a fax notifying you to do your inspection (as you had requested in your field notes dated;5-31-02, item #17.) That was over two weeks ago. The framing inspection has been completed and approved by Butte County inspectors. You did not and have not notified me of any corrections. David Lee (Owner) told me on the phone that you did a quick walk-thru of the house and that you still had some concerns. In my fax to you 8-8-02, 1 ;requested that you provide me with a•list of your concerns. You returned (to me) the same field report dated 5-31-02. 'What I need is a list that is current. Yowthen called Butte County Officials and requested a re -inspection. You faxed them the same field report dated 5-31- 02,,this report is "out-of-date". The Butte County inspector came to the Bidwell job site -and left a correction notice on 8- 8-02. This correction notice requests that you (Architect) do a new field report with a list of "structural requirements". • l pulled my sheetrockers off the job'on Friday, 8-9-02 at 11:00 a.m.. You have had over two weeks to complete your inspection and do a report. I can't delay the job any longer, as I have a time limit included in my contract with the Lee's. P'r'eviously you stated you performed an inspection of the floor joist system. (As a guest of the Owners, I presume, because I did not request an inspection for that from you.) You indicated that you fell through the floor joist by stepping onian inappropriate location. As the General Contractor on this project, I am responsible for anyone performing work on the project. Being that Butte County has requested you perform an inspection at this point, I will be responsible for you and/or,your associates while performing this inspection. Not knowing your capabilities of being "safe" around a residential construction site, I request that you please supply me with proof of Liability Insurance and Workmans Comp. policies (including Gard M. Anderson Construction on your coverages) prior to you or your associates performing the onsite inspection as requested by Butte County. Once I have reviewed the policies, and you have my approval in writing, feel free to tear off any sheet rock you think is necessary to complete your inspection. BE AWARE that at each location where sheetrock has been removed, there will be a minimum charge of $100.00 to fix it. I will have my sub -contractors and myself keep track of our time and material needed to fix the damages. I will send a bill to you and the Owners, for one of you will need to pay for the repairs required. I realize everyone in the buildling industry is busy right now. You are not the only person who values his/her time: Please provide your insurance policies to me, and your structural list to Butte County and myself ASAP so as to not. waste our valuable time or cause future delays in the project. Your continuous inability to find time and follow instructions is a liability to "all" of us involved with this project (including Butte County Officials and Inspectors). Gard Anderson it ijl Ii BL'I TTZ�-CC) (\J() A -J kJ(.S?C-C'-(7 V'& Q�-- o674f, A&%A- MC--f�-nQjEb � C-16: 6;Kj III Lr -7C AA5 l ILLS, OF � s .� A Iii 2-c2) AYV� CA AJO '-P ill E- T-(-. '7�k -S �-Jw C-)nj C,5' iATIC-6-j-b /q --A -7- e7 ego I PC -2-6,, PL b &.0 I � �� /U CLC -1) z �� ,, -s �,�r ���s T F-7-07 '77Y� 61A � AL2 'T/ e2 '77 /*7/7 6-' 774z�= 77) /f -727n-LJ�) P6 -z IN f / lz,1,5 ;-/f '77� T-tL,95 6t16 6 16 - -14 P.427- c. )= CIIDAle 6-2LJ Z>4 776x1.5 -7 77Z<�F- /V(-) 731 VOk '77V� 0 fif, -DII-tvl,6 &ee-- ) FZ5YZ- 776),,,Is — 3&(T/E �06 -�V 02 o -7-- J- ----------- 41 0 I)C7 /77L -Z Ili C3) ,i S AJ !i 'i it � — 1 I� 1, �a ; '1 Ij ._ !IJ May-�;G-U ULs:41A 'Twin C:au(--_I'j CFS Construction Attention Jim Rstain 2555 Zanella Suite A Chico. Caldomia 95928 Subject: Lee Residence J1G-3E,3_Oc�jU Building Solutions Engineered Wood products .9521 Folsom HNd Ste R Sacr-dmento, Caflfomia 95827 Cdficc (916) 363.2429 Fax (916) 363.0930 tom couch@bc.com May 30. 2002 Theplans . for the above residence were re substitution sububstitution of Boise products (9 on May 29, 2002 to determine the adequacy of the Y," BCV450) for the s is a summary of my findings. pecified Trus Joist product. (9 %; TJI/1 SO), The following IQID -16P 8" (Below Manufacturer iecurnmendaVons) 9 W BCI/450 Live Load Dc iedion — L/396 9 Y," TJI/150 Live load Deflection — U360 SpaNDcpth = 21.06 - 5' 6" 9 % BCV450 Live Load Deflection — U480 e .. 9 %- T.111 150 Live Load Deflection — U48o Span/Depth = 19.8 Summary: • Both spans meet mirlirnunl code requir> (Worts fordefleciion. • The 16'8* Sepan.is.t below both manufacturers recommerxlalions fordeflecUon at Itve bad. • Span to depth This Indicate that this floor will exhibit more flexibility than may be ecce occupant. This is purely subJective .and subject to different inte y fable to. the SinceCxPcace would suggest that a stroller rPreteKions by each individual but • Since do or would feel better. esigns for strength are within manufacture guidelines, the j Boise guarantee is still in force. oin( are not subjeq to failure and the Boise Engineered Wood proaucis are of superior or equal quality to any other Proud s pace our name on our products and you maybe assured that Boise will abuild anything that Could be considered inferior. industry. � are The 8CV450 renes foists are. a dined substitute (or the TJU150 series joists. Additionally. the Il;rncJe is %" Ilion the TJI/150 which affobs a larger target for Purposes of nailing. wider If you have; furtherquestions, please do riot Hesitate to call. Sincerely, — William T Couch PE Boiso Binding Solutions Fidd Technical Manager Cc Tracy Bulin PE. Meeks General Officer P.oz 3 BC Framer CAD Program The BC Framer program is an easy-to-use, stand alone, computer aided drafting program developed specifically for presentation of Boise Cascade engineered wood product floor and roof systems. The format and content of the drawing can be customized to suit the needs of the user. BC Framer interacts with BC Calc to permit structural analysis of the proposed framing. 0 Special features include an extensive detail library, automatic generation of material scheduled and optional three-dimensional presentation of the franung system. DA -1111 BC Calc Analysis Program The BC Calc Program allows the user to size BCI Joists and Versa -Lam beams to carry uniform, tapered or concentrated loads over simple or multiple spans. Special features of the program inchude.custom web hole analysis and simple hip beam sizing. The BC Calc program is available on CD-ROM or 31/2" disks for Microsoft"' Windows° 95/NT/3.1x operating systems. Contact your local Boise Cascade representative or call 1-800-232-0788 to learn more about the BC Calc and BC Framer Programs. BCI JOIST SPECIFICATIONS SCOPE: This work includes the complete furnishing and installation DRAWING: Additional drawings showing layout and detail of all BCI joists as shown on the drawings, herein specified and necessary for determining fit and placement in the building are (are necessary to complete the work. not) to be provided by the supplier MATERIALS: BCI Joists shall be manufactured by Boise Cascade Corporation with oriented strand board webs, Versa -Lam laminated veneer lumber flanges and waterproof, structural adhesives. Joist webs shall be graded Structural I Exposure I by an agency accredited by a model code evaluation service. Strands on the face layers of the web panels shall be oriented vertically in the joist. The web panels shall be glued together to form a continuous web member. The web panels shall be machined to fit into a groove in the center of the wide face of the flange members so as to form a pressed glue joint at that junction. DESIGN: The BCI joists shall be sized and detailed to fit the dimensions and loads indicated on the plans. All designs shall be in accordance with allowable values and section properties assigned and approved by the.building code. FABRICATION: The BCI shall be manufactured in a plant approved for fabrication by the buildingcode and under the supervision of a third party inspection agency. STORAGE AND INSTALLATION: The BCI joists, if stored prior to erection; shall be stored in a vertical and level position and protected from the weather. They shall be handled with care so they are not damaged. The BCI joists are to be installed in accordance with the plans and Boise Cascade's Installation Guide. Temporary construction loads which cause stresses beyond design linuts are not permitted. Erection bracing shall be provided to keep the BCI joists straight and plumb as required and to assure adequate lateral support for the individual BCI joists and the entire system until the sheathing material has been.applie'd. CODES:. The BCI Joists shall be evaluated by a model code evaluation service. 25/16" 3y2:: 13/4", 3Y2", 51/4", 7" ;: 13/4" 11/16" 15/16 ,, ,... _ ` ? 117/8" I ;. T T T 9'/2" 117/8" 14" 5/2" :; 9Yz" i 9Y2" 3/g"-� -9�/2" 3/g"- 117/8" 3/g" -o-14" 3 :: 16" /s —� 4— t0 117/81, 0 f. 7 11 /s" 117/8" 14" 16" 18" 20" 14" !�i 14" 14" „_ 16" I 20'' 16 i{i 16" _ 1 /2' . 1 1 1 1 BCI 400 BCI 4501 BCI 600 BCI 90XL Versa -Lam DF Versa -Rim 98.Versa-Rim Plus BC Framer CAD Program The BC Framer program is an easy-to-use, stand alone, computer aided drafting program developed specifically for presentation of Boise Cascade engineered wood product floor and roof systems. The format and content of the drawing can be customized to suit the needs of the user. BC Framer interacts with BC Calc to permit structural analysis of the proposed framing. 0 Special features include an extensive detail library, automatic generation of material scheduled and optional three-dimensional presentation of the franung system. DA -1111 BC Calc Analysis Program The BC Calc Program allows the user to size BCI Joists and Versa -Lam beams to carry uniform, tapered or concentrated loads over simple or multiple spans. Special features of the program inchude.custom web hole analysis and simple hip beam sizing. The BC Calc program is available on CD-ROM or 31/2" disks for Microsoft"' Windows° 95/NT/3.1x operating systems. Contact your local Boise Cascade representative or call 1-800-232-0788 to learn more about the BC Calc and BC Framer Programs. BCI JOIST SPECIFICATIONS SCOPE: This work includes the complete furnishing and installation DRAWING: Additional drawings showing layout and detail of all BCI joists as shown on the drawings, herein specified and necessary for determining fit and placement in the building are (are necessary to complete the work. not) to be provided by the supplier MATERIALS: BCI Joists shall be manufactured by Boise Cascade Corporation with oriented strand board webs, Versa -Lam laminated veneer lumber flanges and waterproof, structural adhesives. Joist webs shall be graded Structural I Exposure I by an agency accredited by a model code evaluation service. Strands on the face layers of the web panels shall be oriented vertically in the joist. The web panels shall be glued together to form a continuous web member. The web panels shall be machined to fit into a groove in the center of the wide face of the flange members so as to form a pressed glue joint at that junction. DESIGN: The BCI joists shall be sized and detailed to fit the dimensions and loads indicated on the plans. All designs shall be in accordance with allowable values and section properties assigned and approved by the.building code. FABRICATION: The BCI shall be manufactured in a plant approved for fabrication by the buildingcode and under the supervision of a third party inspection agency. STORAGE AND INSTALLATION: The BCI joists, if stored prior to erection; shall be stored in a vertical and level position and protected from the weather. They shall be handled with care so they are not damaged. The BCI joists are to be installed in accordance with the plans and Boise Cascade's Installation Guide. Temporary construction loads which cause stresses beyond design linuts are not permitted. Erection bracing shall be provided to keep the BCI joists straight and plumb as required and to assure adequate lateral support for the individual BCI joists and the entire system until the sheathing material has been.applie'd. CODES:. The BCI Joists shall be evaluated by a model code evaluation service. r O.C. spacing 12" 19'-4' 22'•0" 16'-11" 20'•2" 16° 14'-10" 177-8" 20'-1' 157-6" 18'•5' 19.2" 14'-0' 16'-8" 187 14'-7" 17'-4- 24 13'-0" 15-2" 16'-9" 13'-7" 16'•2" 32' 11'-1" 12'-10' 13'•6' 1 12'-1' 13'-8- 12* y . 11'-6" 15'-1' 17'-2" 11'-6" 15'.9- 16" 11'-6" 13'-9" 15'-8" 11'•6" 14'•4'. 19.2" 10'-0' 12'-11" 14'-9" 10'.0" 13--6• 24' 10'•0' 12'-0" 13'-8' _10'.0-12'.6- 0'-0'12'-6"32' 22'•11' 32* 1 9'-2" 10'•9" 12'-5' 9'•6' 11'-3' 12" 29'-2" 17'-11' 21'•4' 23'-10' 8'z" 22'-4" 16' 16'-2' 187" 20'-7' _J. 17'-2" 20'•2" 19.2" 14'-9" 17'-0' 18'•9' 6:6- 18'.5- 24' 13'-2" 15'-2' 16'-9" 14'•3" 16'-5' 32' 11'-1" 12'-10' 13'-6"12:•i"13'•8" 18'•2" 18'-11" RESIDENTIAL FLOOR SPAN TABLE /MOTES Table values assume that sheathing.is glued and nailed to the joists. Table values represent the most restrictive of simple or multiple span applications. Table values are based on residential floor loads of 40 PSF live load and 10 PSF dead load. —•' • Table values are the maximum allowable clear distance between supports. • Table values assume minimum bearing lengths without web stiffeners for joist depths of .16 inches and less. 18 and 20 inch joists require. web stiffeners. • This table was designed to apply a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC Calc software. The performance of a floor is a matter of opinion, the "feel" that might be acceptable to one person may not be acceptable to another. Many factors affect the perceived performance of a floor system, some of them are: • The depth of the joist • Continuous or simple spans • Decking and flooring material • Gluing and nailing the decking • On -center spacing of the joist system • Sheet rock attached to underside of joist • Level bearings • Location of walls and furniture * * * Live Load deflection limited to 0480. * * * * Live Load deflection limited to 0960 to provide a floor that is ,much stiffer for the more discriminating purchaser. * Live Load deflection limited to 0360 as allowed by the building code. W To improve the performance of a floor system, a designer Evill frequently change the deflection criteria from L/360 to L/480 or higher. One way to accomplish this is by reducing the on -center spacing of the joist. The load capacity of the joist system will be increased but the "feel" of the floor system will not be significantly changed. The stiffness of a floor system is significantly increased and the vibration is reduced by increasing the joist depth. To illustrate this, see the BCI span table above. x� 5(l 13 .��a 1]iieA.�uU:SAlia.i�f •' !Q0 y . txtl ***THREE STAR *** 22'•11' 25'-5" 22'•1" 25'-1" 27'•9" 30'-4" 32'-10' 25'-9' 29'-2" 32'-4" 35'-4" 38'-3" 20'•11' 23'-2" 20'•2" 22'-10" 25-3" 27'-8' 29'-11" 23'-4" 26•6' 29'-4' 32'-1' 34'-9' 19'•8" 21'-10" 19'-0" 21'-6" 23'-10" 26-0" 287•2' 22'-0" 24'-11' 27'-7' 30'-2" 32'•8" 18'•2" 18'-11" 17'-8" 20'•0" 21'-9° 24'-2" 26'•3' 20'•5' 23'-2" 25•8' 28'•0" 30'-4' 13'-10' 14'-2' 15'-0* 15-8" 16'-3' 21'-6" 22' 10' 18'-4' 20'-2" 20'•3' 24'-8' **** FOUR STAR **** 25'•6" 17'-11' 19'-11" 17'-3' 19'-7" 21'-9" 21'-9' 25'•9" 20'-1" 22'-10" 25•3' 27'-7' 16'•4'18' 1 ° 15'-8": 17'•9" 19'•8" 19'-8" 23'-4' 18'•2" 20'-8" 22'-10" 25'-0' 29'-11" 15'-4' 17'•0" 14'-9" 18'•9' 18'-6" 18'-6° 22'-0' 17'-0' 19'-4" 21'-5' 23'-5" 27'-1' 14'-3" 15-9" 13'•8" 15'-6" 17'-2" 17'-2" 20'•4' 15'•9° 17'-11' 19'-10" 21'-8" 25'-5" 12'-3' 14'•0° 15'-7° 15' 7' 18'-5' 14'-1" 16'-2' 17'-11" 23'•6' 19'-7' 21'•2" * CODE APPROVED * 25•4" 28'-0" 24'-5" 27'-9' 30'-8" 33'-6° 36'-4' 28'-6" 32'•4' 35'•9" 39'-1" 227-4" 24'-2" 22'-3" 25'-3" 28'-0" 30'-7" 33'•0" 25-11' 29'-4' 32'•6' 35-6' 42'-3" F074' 22' 1" 21'-0' 23'-10" 26'-4" 28'-4° 30' 1' 24'-4' 27'-8" 30'•7' 33•5" 38'-5" 18'-2' 18' 11' 19'-7" 20'-11" 21'-9" 25'•4' 26'•11"' 22'•8' 25'-8" 27'-2' 31'•1" 36'-2' 13' 10" 14'-2" 15'-0" 15' 8" 16' 3" 21'-6' 22'-10' 20'-0' 20'-2' 33' 7' 20'-3' 24'-8" 25'•6' • Table values are the maximum allowable clear distance between supports. • Table values assume minimum bearing lengths without web stiffeners for joist depths of .16 inches and less. 18 and 20 inch joists require. web stiffeners. • This table was designed to apply a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC Calc software. The performance of a floor is a matter of opinion, the "feel" that might be acceptable to one person may not be acceptable to another. Many factors affect the perceived performance of a floor system, some of them are: • The depth of the joist • Continuous or simple spans • Decking and flooring material • Gluing and nailing the decking • On -center spacing of the joist system • Sheet rock attached to underside of joist • Level bearings • Location of walls and furniture * * * Live Load deflection limited to 0480. * * * * Live Load deflection limited to 0960 to provide a floor that is ,much stiffer for the more discriminating purchaser. * Live Load deflection limited to 0360 as allowed by the building code. W To improve the performance of a floor system, a designer Evill frequently change the deflection criteria from L/360 to L/480 or higher. One way to accomplish this is by reducing the on -center spacing of the joist. The load capacity of the joist system will be increased but the "feel" of the floor system will not be significantly changed. The stiffness of a floor system is significantly increased and the vibration is reduced by increasing the joist depth. To illustrate this, see the BCI span table above. x� 'y "r; ,''`s.�,.. i•' .v x 1 <L y. wv�5,{ +'"'. ° '4'�'r YN 'S: lbs.t+.� rr, w �v t •A I. •y i; H�� S.111119" Tr HOW TO.USE THESE TABLES I. Determine the live load deflection criteria (MINIMUM CRITERIA PER CODE - L/360 or IMPROVED PERFORMANCE SYSTEM - L/480) and locate the appropriate table. '• 2. Identify the loading condition (40 PSF LIVE LOAD/10 PSF DEAD LOAD or 40 PSF LIVE LOAD/20 PSF DEAD LOAD) and move to the appropriate section of the table. N MINIMUM CRITERIA PER CODE L/360 LIVE LOAD DEFLECTION 3. Select the on -center spacing you prefer. 4. Scan down the column until you meet or exceed the span of your application. 5. Scan left in the row to locate the T110joist series and depth which satisfies your condition. IMPROVED PERFORMANCE SYSTEM L/480 LIVE LOAD DEFLECTION DEPTH TJI®/Pro'" 12" O.C. b�o.c. 19.2" o.c. 24" o.c. 0 9'/z" 150' 18'-8" l7'-1' 16'-2" 13'4" p 17'-8"" 250 19'-6" 17'-10" 16'-10" 15'-8" 0!0 Not Required 26'-11 " 21'-6" 150 22'-3" 20'-4" 18'-10" 15'-0" 00 11'/a" 250 23'-3" 21'-3" 20'-0" U,�5 350 24'-10" 22'-8" 21'-4" 17'-1I" o < 0 550•, 28'-2" 25'-8" 24'-2" 22'-6" Qp 250 26'-5" 24'-1" 22' 0 18'-11 O in 14" 350 28'-2" 25'4"Lu 21'-10" > 0 550 32'-0" 29'-1" QI 25'-6" a a 250 29'-3" 26'-8"(1) ( 18'-1 I "(') 16" 350 31'-2" 28'-5"( 26 ') 21'-4 550 35'-5" 32'-3 -4" 26'-9"(1) 91/2 150 18'-8" 16 - '- '-3" 12'-6" 0 O N 250 19'-6" 16'-1" 16'-6" 13'-5" n!0 150 22'-3" - 15'-8" 12'-6" oo_ r 117 250 18'-1 "(') 15'-9"(') F°-- c 11�/e" 250 23'-3" I) 19.-1 ,(1) 15'-9"( ) CL 350 24-1 23'-2" 20'-8"() 11'-9"(1) N o 550 27' 1 -4" 23'-11" 22'-3"0) p 14" 250 25'-6" 23'-2"(') 19'-9"(') 15'-9"(') 0 14" 350 2 2" 25'-1 "(') 22'-2"(1) 17'-9"(1) > 0 J 550 31'-7° 28'-9° 27'-1 "(') 22'-5 LL c a 16" 250 28'-11 "M 23'-8"(') 19'-9() 15 -9-01 o N 16" 350 31'-2"0) 26'-00 22'-2'-0) 17'-9"(') 550 35'-0" 31'-10" 28' 3. Select the on -center spacing you prefer. 4. Scan down the column until you meet or exceed the span of your application. 5. Scan left in the row to locate the T110joist series and depth which satisfies your condition. IMPROVED PERFORMANCE SYSTEM L/480 LIVE LOAD DEFLECTION «,rrr ucnecoon unser aeao load which includes the effect of creep, common to all wood members, has not been considered for any of the above applications. Shaded spans reflect initial dead load deflection exceeding 0.33", which maybe unacceptable. For additional information, refer to our TJ -Beam'" or TJ-Xpert" software or contact your Trus Joist MacMillan representative. (1) Web stiffeners are required at intermediate supports of continuous span joists in conditions where the intermediate bearing width is less than 51/4" and the span on either side of the intermediate bearing is greater than the spans shown in the following table: TJI®/Pro" DEPTH TJI®/Pro'" 12" o.c. 16" o.c. 19.2" o.c. 24" o.c. 150 9f/z" 150 16'-11" 15'-5" --F67-1 14'-7" 13'4" 250 17'-8"" Not Required 27'-8" 23'-1 " 15'-2" 14'-2" 0 O Not Required 0 0 Not Required 26'-11 " 21'-6" 150 20'-1" 18'-4" 17'-4" 15'-0" s�a 11'/a" 250 21'-0" 19'-2" 118'-1" n 350 22'-5" 20'-5" 19'-3" 17'-1I" 0 550 25'-6" 23'-2" 21'-10" 20'-3" a p 250 23'-10" 21'-9" 20'-6"(') 18'-1l"(0 O o 14" 350 25'-6" 23'-2" 21'-10" 20'-4"(1) LU > p JLL 550 28'-11" 26'-3" 24'-9" 23'-0" a d 250 26'-5" 24'-1"22'-9"(') 18'-11"(1) 16" 350 28'-2" 25'-8" 24'-2"(') • 21'-4"(�) 550 32'-0" 29'-1" 27'-5" 25'-5" 91/z" 150 16'-11" 15'-5" 14'-7" 12'-6" 0 O 250 17'-8" 16'-1" 15'-2" 13'-5° o '0 150 20'-1" 18'-4" 15'-8" 12'-6" a r 117 250 18'-1 "(') 15'-9"(') F°-- c 350 22'-5" 20'-5" 1.9'-3"(') 17'-9°(1) N o 550 25'-6" 23'-2" 21'-10" 20'-3" p 250 23'-10" 21'-9"(') 19'-9"(')15'-9..0) 0 14" 350 25'-6" 23'-2"(0 21'-10"(1) 17'-9"(1) >0 -J 550 28'-11" 26'-3" 24'-9° 22'-5"0) U_ U_a 250 26'-5" 23'-8"(1) 19'-9"(0 15'-9"(1) CD c14 16" 350 28'-2" 25'-01) 22'-2"(1) 17'-9"0) 550 32'-0" 29'-1 " 27'-5'(1) Z2'-5"(') «,rrr ucnecoon unser aeao load which includes the effect of creep, common to all wood members, has not been considered for any of the above applications. Shaded spans reflect initial dead load deflection exceeding 0.33", which maybe unacceptable. For additional information, refer to our TJ -Beam'" or TJ-Xpert" software or contact your Trus Joist MacMillan representative. (1) Web stiffeners are required at intermediate supports of continuous span joists in conditions where the intermediate bearing width is less than 51/4" and the span on either side of the intermediate bearing is greater than the spans shown in the following table: TJI®/Pro" 40 PSF LIVE LOAD, 10 PSF DEAD LOAD' 40 PSF LIVE LOAD, 20 PSF DEAD LOAD" 12" o.c.` 16" o.c.': 19.2" o.c. 24" o.c. 12" o.c. 16" o.c. 19.2" o.c. 24" o.c. 150 Web Stiffener Not Required Web Stiffener Not Required 250 Not Required 24'-3" 20'-2" 16'-1 " 26'-11 " 20'-2" 16'-9" 13'-5" 350 Not Required 27'-8" 23'-1 " I8'-5" E 30'-9" 23'-1 " 19'-2" 15'-4" 550 Not Required 25'-8" Not Required 26'-11 " 21'-6" 12 PSF Dead Load at TP/Pro" 550 joists. "22 PSF Dead Load at Till0ro" 550joists. GENERAL NOTES Tables are based on: • Assumed composite action with a single layer of appropriate span - rated glue -nailed wood sheathing for deflection only (spans shall be reduced 5" when sheathing panels are nailed only). • Uniformly loaded joists. • Increase for repetitive member use has been included. • Spans shown are clear distance between supports. • Most restrictive of simple or multiple span. • For loading conditions not shown, refer to PLF tables on page 11. WEB STIFFENER REQUIREMENTS • Required if the sides of the hanger.do not laterally support the TJIOjoist top flange or per footnotes on pages 20 and 21. • End Bearings: Not required • Intermediate Bearings: Not required at intermediate bearing where joists are continuous in span and the intermediate bearing is at least 5Ya" wide. For intermediate supports less than 5Ya" wide, web stiffeners may be required (see footnote 1 above). v TJI'/ProT" 150joists Top and.bottom flanges of 1'/2" x l Y2"-MicrollamO LVL with 3/a" Performance Plus© web. 1rJ_�L`ytc-10ki f4!4&7r:/.h/s.v bFm -i jr.Yt"A?ti-4;,4a 1 /z" 14" or 16" TJI°/ProTm 250joists Top and bottom flanges of l'/a" x 1'/z" MicrollamO LVL with 3/8" Performance PlusO web. DESIGN PROPERTIES (100% LOAD DURATION) --{ 2 /.s' 1•/z" 14" or 16" 12, TJIO/ProTM 350joists Top and bottom flanges of 25/is" x 1'/2" Microllam® LVL with a/e" Performance Plus° web. �••� � 3 /z 14" or 16" 7-4 1'/z" TJI®/ProT' 550joists Top and bottom flanges of 3'/2" x 1+Y2" MicrollamO LVL with 'A6" Performance Plus® web. VtNtKAL NOTES • Design reaction includes all loads on the joist. Design shear is computed at the face of supports including all loads on the span(s). Allowable shear may sometimes be increased at interior supports in accordance with NER-119 and NER-200 and these increases are reflected in span tables. • The reaction values above are based on an assumed minimum bearing length of 13/4" at ends, 31/2" at intermediate supports. • Values shown throughout this brochure are applicable in dry -service conditions only. • The following formula approximates the uniform load deflection of A (inches): For TJI°/Pro` 150, 250 For TJI®/Pro" 550 and 350 Joists Joists - 22.5 wL4 + 2.67 wLz EI d x 105 w = uniform load in pounds per lineal foot L = span in feet 22.5 wL4 + 2.29 wLz EI d x 10 d - out -to -out depth of the joist in inches EI - value from table MATERIAL WEIGHTS (Include TJI°joist weights in dead load calculations - see table above forJOIST WEIGHTS) Sheathing 2.5 psf Wood shingles ........ BASIC PROPERTIES Douglas fir- 36 pcf for plywood, 40 pcf for OSB REACTION PROPERTIES Southern Pine Douglas Fir 1/2" plywood .....................1.7 psf ...............1.5 psf 5/e" plywood.....................2.0 psf............... 1.8 psf 3/4" plywood ....................2.5 psf............... TJI®/ProT' DEPTH psf ............... MAXIMUMMAXIMUM JOIST ONLY MAXIMUM MAXIMUM INTERMEDIATE •. REACTION lbs. 2.2 psf ............... 2.0 psf JOIST WEIGHT (lbs./ft.) RESISTIVE MOMENT (ft. Ibs.) EI x 106 (in.2lbs.) VERTICAL SHEAR END REACTION NO WEB WITH WEB (Ibs.) (Ibs.) STIFFENERS STIFFENERS 1150 9s /z 2.0 2,730 160 1,120 945 1,895 N.A. T 117/8" 2.3 3,620 276 1,420 945 1,895 NA. 9T/z" . 2.2 3,210 185 11120 1,015 2,030 NA. 250 11'/e" 2.5 4,260 319 1,420 1,015 2,030 2,385 14" 2.8 5,210 474 1,710 1,015 2,030 2,385 16"3.0 6,075 653 1,970 1,015 2,030 2,385 11'/e" 3.0 5,000 395 1,420 1,160 2,320 2,680 ;f350 ':.' ;•14" 3.2 6,135 584 1,710 1,160 2,320 2,680 .:16" 3.5 7,205 801 1,970 1,160 2,320 2,680 ;.•- T.f::^, .:. '���"�''' ,11'" /8 4.2 7,675 593 1,925 1,400 3,355 3,830 .:. .14 ". 4.5 9,420 874 2,125 1,400 3,355 3,830 16" 4.7 11,065 1,192 2,330 1,400 3,355 3,830 VtNtKAL NOTES • Design reaction includes all loads on the joist. Design shear is computed at the face of supports including all loads on the span(s). Allowable shear may sometimes be increased at interior supports in accordance with NER-119 and NER-200 and these increases are reflected in span tables. • The reaction values above are based on an assumed minimum bearing length of 13/4" at ends, 31/2" at intermediate supports. • Values shown throughout this brochure are applicable in dry -service conditions only. • The following formula approximates the uniform load deflection of A (inches): For TJI°/Pro` 150, 250 For TJI®/Pro" 550 and 350 Joists Joists - 22.5 wL4 + 2.67 wLz EI d x 105 w = uniform load in pounds per lineal foot L = span in feet 22.5 wL4 + 2.29 wLz EI d x 10 d - out -to -out depth of the joist in inches EI - value from table MATERIAL WEIGHTS (Include TJI°joist weights in dead load calculations - see table above forJOIST WEIGHTS) Sheathing 2.5 psf Wood shingles ........ Based on: Southern pine - 40 pcf for plywood, 44 pcf for OSB Douglas fir- 36 pcf for plywood, 40 pcf for OSB 9.0 tc 14.0 psf Southern Pine Douglas Fir 1/2" plywood .....................1.7 psf ...............1.5 psf 5/e" plywood.....................2.0 psf............... 1.8 psf 3/4" plywood ....................2.5 psf............... 2.3 psf 1'/6" plywood...................3.8 psf ............... 3.4 psf '/z" OSB ............................ 1.8 psf............... 1.7 psf 5/8" OSB ............................ 2.2 psf ............... 2.0 psf 3/4" OSB ............................ 2.7 psf ............... 2.5 psf "/B" -OSB .......................... 4.1 psf ............... 3.7 psf Roofing Materials Asphalt shingles ....... 2.5 psf Wood shingles ........ 2.0'psf Clay tile ............. 9.0 tc 14.0 psf Slate (3/8" thick)....... 15 psf Roll or Batt Insulation (1 " thick) Rock wool ........... 0.2 psf Glass wool ........... 0.1 psf Floors Hardwood (Nominal I ") ... 4.0 psf Concrete (I" thick) Regular ............... 12.0 psf Lightweight ............ 8.0 to 10.0 psf Sheet vinyl .............. 0.5 psf Carpet and pad .......... 1.0 psf 3/4" ceramic or quarry tile ... 10.0 psf Gypsum concrete (3/4") ..... 6.5 psf Ceilings Acoustical fiber tile ........ 1.0 psf 1/2" gypsum board ......... 2.2 psf 5/8" gypsum board ......... 2.8 psf Plaster (1 " thick) ......... 8.0 psf 14