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HomeMy WebLinkAbout042-670-006BUILDING CODE VIOLATION LETTER 30 DAY �• U • G3 042-670-006 99-0725 GALLI, Michael 864 Woodmont Court, Chico Contr. Owner New SF 042-67-0-006 00-1381 SKINNER, BILL & MARGARET 864 WOODMONT CT., CHICO CONTR: HOLIDAY POOLS r POOL, MASTER # 501-97 r Butte County Department ofDevelopment Services ; �Q T t ADMINISTRATION * BUILDING * GIS * PLANNING c Fo 0' 0 7 County Center Drive o 0 Oroville, CA 95965 0 (530) 538-7541 Telephone oo (530) 538-2140 Facsimile April 10, 2003 William and Margaret Skinner 864 Woodmont Ct. Chico, CA. 95926 RE: Building.Code Violation Location: 864 Woodmont Ct., Chico, CA. A.P.# 042-670-006 Dear William and.Margaret Skinner: This is a courtesy notice'to notify you that you are in violation of the -Butte County Code, as follows, at the above -referenced location. Failure to -final permit for a pool. Itis .the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised. that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained: Enforcement, may be pursued through the issuance of citations, fines and the recording of 'a Notice of Violation including a description of the action necessary to abate the violation. ,r You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter -,-please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely,' ScottRutherford Chief Building In SR: kj cc: Assessor NOTES RESIDENTIAL PERMIT NO. 1!�)o cq 2 — 670— ok, 6. W-o o p /h c ,.,p- G- A SPECIAL CONDITIONS CHECKED BY SRA "FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER _ tis ' V = OK 0 - Not OK =Not Applicable Not Ready. i j'; MOBILE HOMES.' A Date MOBILE HOME UTILITIES. (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements. Setbacks- Easements Footirigs; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Suppo�rfdketch becks; Girders and/or Joists-Deck:iPg- B racing -Stairs- Rails 3. Sewer; Location-Test-Fall-C/O-,Concr,ete jjJ Wood Awn.; Posts7Beams-Rftrs.-C8'nnectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement, Needed (Sketch) Alum. Awn., Columns -Conn ctions-S pl ice- Decal- E nclosu res 5. Electricity: Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors _6. Gas; Location -Test -Wrap;-/' - L t� '/', Nat. or /,- , /"L"tt./ /LPG Electric 7. Well Clearance & Disconnect Frm"g.; S i lls-AnchoTs- Stud s- Rftrs-Trusses 8. Utility Clearance •Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date, Card B -i 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 '4 2. Footings; Size -Spacing -Marriage Line I.&S, 3. Gas; MH Test-DerTiand-Valve-Connector VPool 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector _i,"Elec.; 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 14EIec.,Bonding; P-Efe"..; 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch .11. 6erl. of Occupancy 12: Permanent Foundation Only; License Decal' MISCELLANEOUS: Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footirigs; Soils -Size -Depth -Spacing -Connectors -Steel 3. becks; Girders and/or Joists-Deck:iPg- B racing -Stairs- Rails 4. Wood Awn.; Posts7Beams-Rftrs.-C8'nnectors Shthg.-Frg-Bracing 5. Alum. Awn., Columns -Conn ctions-S pl ice- Decal- E nclosu res 6. Carports; Windows -Doors 7. Electric -8. Frm"g.; S i lls-AnchoTs- Stud s- Rftrs-Trusses 6. •Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. EA.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card i Date Card B-1 Date I.&S, IPAL (Plans) OK except #'s V-b-6cks-Easements dompaction-Structure Stability VPool Structure; Steel -Connections -Thickness" Dead Men -Lining Receptacles and Lighting, Distance-GFI _i,"Elec.; Pool Lighting; 15 Volts-GFI EJ.C, Enclosures; Conduit Entries -Terminals -Listed 14EIec.,Bonding; P-Efe"..; Metal w/5' -Circulating Equip. -Heater Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures-Panelboards-ins. to Main in Conduit Ptrnb., Cir. Test -Water Supply Test lXight Niche IP &r 1, - e Av -C Date Date /01fl-l" Card -B-1-661 Date Card B-1 Date Card B-1 J = OK 0 = Not OK Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s I Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht..& Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 1. Zoning -Setbacks -Easements -Flood -Slope 2. Fig., Main; Soils -Elect Grnd.-/ /" Ftg. Depth 3. Ftg,, Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Date 4. Fig., Porches & Decks; Soils -Steel-/= /" Ftg. Depth Date 5. Stemwalls, Main; Steel-Blocliouts-Wrapped Date 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 74. Garage Fire Door; Swing -Landing -Closure Date 75. Card B-1 Date Card B-1 Date 76. Card B.1 Date Card B-1 Date 77. 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 83. Stucco Brown -Finish Date 84. Card B-1 Date Card B-1 Date 85. Card'B-1 Date Card B-1 Date 86. ELECTRICAL (Permit).OK. except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect Date 32. Equip. Clearances Panels-Motors-Mech. Equip. Card B-1 Date Card B-1 33. Clothes Closet Light -Shower Light -Spa Light Comments at Final: 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date- MECHANICAL (Permit) OlKexcept#'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 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 FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht..& Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71 Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets &, Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive ❑ Yes p No/Walks ❑ Yes 0 No/Planters p Yes ❑ No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. -Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: �, :..:,� i.;: �- �:;�ta � :,� ,ter; z• :, � . ��� ,. ',� „� .rC-,. .�, " 8 ' „' •' ; t .+:;n.:,t.;,, aSG,•�Rriiw,�im J:e�'�'I:J.+ .:ia�+�-; � r"S�e- v-fw.ti.r... ' y.+7 �ti+.,: w •,._ . n � f1 -4s +" .A.. y;.. C'un.';%" f=,:..."4,I•si..,.J�1.::Otr.GS";,'J�ii,''+[• i..w ".�.. � ���! , COUNTY OF BUTTEC- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7'County".Center Drive Oroville, California 95965" • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) :APPLICATIONANDPERMI°i of ON?/ ASSESSOR PARCEL NUMBER ' 042670-006 ZONING ` .BUILDING PERMIT o,�p T p p�ADnADL�p SKINNER iLsl� G!L 1'Ji'lttil77lL1Gl 53lllt.'IL,Yi'A.1- , TELEPHONE 895-3977 SQ. FT. OCC. BUILDING VALUATION , - . - .. . OWN�ERRS MAILING ADDRESS �vq� - 864 C a iLill N CONTRACTOR'S NAME - HWDAY POOLS TELEPHONE .. CONTRACTORS MAILING ADDRESS .. .. .I CONSTRUCTION LENDER - - .• - Fireplace '. LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT'OR' ENGINEER. I , LICENSE NO. Filing Fee ..$ 20.00. Permit Fee - $' 234.00. ARCHITECT OR ENGINEERS MAILING ADDRESS - Plan Checking Fee $ 23.00 BUILDINGADDRESS 864 WOOD} T"CT.. CHI00 Energy Plan'Checking Fee $ $ PERMIT FEE $ Lf ... LOT NO. SUBDIVISIONS NAME PARCEL MAP- PLUMBING PERMIT. Filing Fee .20.00 Each Trap7.'00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PRI SWIMKM• SPECIFY Solar or heat p ump water heater 23.00 Water piping • b5:0015.00 Each gas water heater or veno TYPE OF WORK I New ❑ Addition ❑ Remodel 0 ; Utilities ❑ Installation ❑ Other ❑ - Describe Work: MASM #501-97 Gas piping stem 1 - 5 outlets 1 5.00, Buildin ' sewer 15.00 Mobile Home ISI G I W I Q20..00 I PERMIT FEE $ ... 35.00 ELECTRICAL PERMIT' Filing Fee 20.00 Main Service. z�oo�oaLss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty. of perjury that 1 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 !'� S� Lia No.. �12 / OWNER-BUILDER' DECLARATION I, hereby affirm under penalty of perjury that I am exempt from the Contractors License ;Law, for• the following reason: ❑' 1, as owner of the property; or my. employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively, contracting with licensed contractors to construct the project. ❑ 1 am exempt under. Sec: Business and Professions. Code for this reason Main Service 200A TO 1000A 46.00 NEW coNsr:' DWELLING occuP. OR ADDNs. a ACC. BIDS. so 3.5¢x: -. 1NpµEW pESID. T. MULTI.OUTLET @7.50 1. PowER APPARATus " &P. o1mEr CIR. Ex. Occu OUTLET OR FIXTURES B20 @ 1.00 FIXED APP OR Ex. Occu ouTLETs Es1D. EA. 5.00 Temporary Service : 23:00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL. &ZIMIC PERMIT FEE- $ -50.00 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations:. ❑ I have and will maintain: a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. i I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number 24� 2Yek,36-Z (The above sections need "not be competed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) mance of the work for which this permit is issued, I shall Q I certify that in the performance not employ. any: person in anymanner so as to become subject to workers' "compensation laws of California, and agree that if I should become subject to the workers' compensation , provisions- of section 3700 of the Labor Code, I shall forthwith comply -with those provisions. ,,, X Date ,// dd Signatuyy ot f Applica - ner- F Contractor ❑ Agent An O$�iA permit is'required forxcavations over 60" deep and demolition or construction of s�Actures ove'r3'stb!L- Jn' eight. MECHANICAL PERMIT Filing Fee 20.00. Heating Coolin Hood 6.50 Ventilation' PERMIT FEE $'' Mobile Home Installation Fee $ Energy Inspection Fee . $ occ CONST. TYPE . TOTAL FEE,$ 362.00' HAz °• FEES• 'IMP, FLOOD cDF op HD yE This permit is hereby issued under the applicable provisions - of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date / PERMIT'EXPIRES "ON Recei'tNo. 294$9.4 :.WHITE-D.D.S.-B.D. CANARY -ASSESSOR . PINK -INSPECTOR GOLDENROD•APPLICANT a COUNTY OF -BUTTE -- BUILDING DIVISION DEPARTMENT OF DEVELOPMEN-t SERVICES:; { ' 411'.Main Street • Chico, CA • (530) 891=27511 Lt 7 County Center Drive • Oroville, CA • (530) 5.38 7541$ CORRECTION NOTICES OWNER, , `,� j``' PERMIT A routine inspection indicates that the following violations of butte county Ordinances exist at the above:addiess and should be .corrected. Please notice this office when correction of ;worYk is'�3? completed." -'If you have any questions pertaining to this.matter or need additional explanation, s please contact this office immediately. ` LtiGc. �6' iIGYC LION�t a �:f Date' �Z da Inspector l/ REV 1 /92 z t. COUNTY OF BUTTE BUILDING DIVISION a DEPARTMENT OF DEVELOPMENT SERVICES,,:. (530) 891-2751, 411 Main Street* Chico, CA 7 County Center Drive • Oroville, CA* (530) 538-7541 FZ CORRECTION NOTICE LIZ, j OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the. above address nd should be corrected. Please notice this office when correction of work is e completed. If u have any questions pertaining to this matter, or need additional explanation, please contac this office immediately. z 42 r ea rA/ al lo2a 5 01 E- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DTVI N 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 IT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER- 042-670-006 ZO ° B ING PERMIT OI3Tn & MARGARET SKINNER TE HONE 895-3977' SO. FT. OCC. BUILDING VALUATION CONT 3 000. . OWNERS MAILING ADDRESS 864 WOODMIONT CT. CONTRACTOR'S NAME HOLIDAY POOLS' TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 234.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 864 WOODMONT Cr.,CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Tr 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PRI SWIMMING POOL 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: MASTER #501-97 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 Fling Fee 20.00 Main Service noon oa 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. y ��//'}� ^ License Class s")OS / ( �$� Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO +uooA 46.00 NEW CONST. DW EWNG OCCUP. OR ADDNS. ( a ACC. eLOs. SO 3.50FT: NON-RESID. MULTI-OUTLEr @7,50 POWER APPARATUS 8 SINGLE OUTLET CIS. Ex. Occup. OUTLET sA2'L @':� MM Ex. Occup. OsMEDA .°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELECTRIC 00.00 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier AT L� MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number`�1�.� • Ctc�(1 •�j( (The above sections need not be competed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date caner Contractor ❑ Agen Signatu of Appli ��f,r An O per 'Z' i r xcavations over 5'0"deep and demoli ' n or construction oLstfuctures ov r sight. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 362.00 HAZ. o FEES IMP FLOOD CDF HD This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which s have been By Date PERMIT EXPIRES ON provisions to do work paid. Receipt No. 294894 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT RK v NOTES s + RE IDENTIAL i 042-670-006. 99-0725' PERMIT.M.. __GALLI,Michacl f' 864 Woodniont Court; Chico Contr: Owner New SF 7 (-� a0 61 4- �l L,+ ie of. .S ,`g ' SPEC66NDMiDNS f SRA 'Y -FLOOD CERTIFICATE.REQ. FIRE SPRINKLERS REQy -•SPECIALINSPECTION ITEMS, ' VERIFY 9 USE, PERMIT CONDITIONS:, a,.• r, SUB -STANDARD HOUSING LETTER r _ OFFICE COPY Address 1 GAS sy Meter By p ELECTRIC Meter ByDate I �L r JOB FINALED (Date) G/ - Signature ., f� ' SPEC66NDMiDNS f SRA 'Y -FLOOD CERTIFICATE.REQ. FIRE SPRINKLERS REQy -•SPECIALINSPECTION ITEMS, ' VERIFY 9 USE, PERMIT CONDITIONS:, a,.• r, SUB -STANDARD HOUSING LETTER r _ OFFICE COPY Address 1 GAS sy Meter By p ELECTRIC Meter ByDate I �L r JOB FINALED (Date) G/ - Signature ., V_OK t ` 0 = Not OK :. L - = Not Applicable + HOMES MOBILE HOMES k �+ A i MISCELLANEOUS = Not Ready; -- Date MOBILE HOME UTILITIES (Plans) OK except #'s 1, Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s _ 1. Zoning Requirements -Setbacks- Ease ments 1. Zoning Requirements -Setbacks -Easements 2.,'Soils; Special MH Support Sketch' 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel - 3. Sewer; Location -Test -Fall -C/O -Concrete i 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors 5: Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Shthg.-Frg-Bracing 6.' Gas; Location -Test -Wrap;-/ / L -ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 7," P Nat.•or/ c / L"ft./'- -'CL'PG 6. Carports; Windows -Doors T Well Clearance & Disconnect 7. Electric• 8. Utility Clearance '< 1' 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses'. 9. Siding; Nailing -Veneer -Stucco -Mesh I. 10. Roof; Shthg-Roofing Date `Card B-1 Date Card B-1 11. Ext.; Steps -Doors -Landing* Date Card B-1 Date Card B-1 12. Braced Wall Panels Date MOBILE HOME INSTALLATION (Plans) OK except #'S 1. Zoning'Require ments-Setbacks-Easements' Date Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Date Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector Date FINAL (Plans) OK except #'s 4. Electricity; MH.Test-Crossovers-Breakers-Clearances 1: Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6.' Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness 7. Water and Sewer Connected -C/O to Grade -HD Approval 1 Dead Men -Lining 8. Gas and Electricity Tagged - 4. Elec.; Receptacles and Lighting, Distance-GFI 9. Tie Downs-Type-Installation.Cert. 5. Elec.; Pool Lighting; 15 Volts-GFI 10. Exits; insp.-Sketch ( 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 11. Cert. of Occupancy-Circulating7. Elec.; Bonding; Metal w/5'Equip.-Heater 12. Permanent Foundation Only; License Decal 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit Date Card B-1 Date Card B-1 9. Health Department Approval Date Card B-1 Date Card B-1 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche t Date • Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 -tel �-. - _ • ✓ = OK 0 = Not OK = Not Applicable Not Ready RESIDENTIAL (Single & = , Date Upderfloor (Plans) OK except #'s Date 1.Q7Kning-Setbacks- Ease ments- Flood - lope 2/ Main; Soils-Elec. G�/ /" Ftg. Depth f� tg., garage; Soils-Steel-Elec. rnd.-/ /" Ftg. Depth g., Porches & Decks; Soils -Steel-/ /" Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped 6. Stem alis, Garage; Steel-Blockouts-Wrapped o►d�Downs and Special Anchors .enlab, Steel -Wrapped 8. Piers -lace Ftg.-Steel 9t -15S. Fall -Fitting -Test -2 Way C/O -Sewer Test 10. OF as Pipe; Size Anchors - Yard Gas Piping; Size Test 1 ater 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 %i Card B-1 ate Card B-1 Date < Card B-1 ate Card B-1 Date ?_L UM ING (Permit) OK,except #'s VI'W-ter Htr.; Vent -Access -Combustion Air Baffle 1 Wat ipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection / Shower Pan; Test, First Floor -Tub Access 21. T st Tub & Shower, Second Floor -Tub Access 42"Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Car -1 Date Card B-1 Date LECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors �� j� �SizEBoxes & No. of Conductors Stapled ap r x Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water TO 2 Appliance Circuits in Kitchen & Conductor Size GFI eed.Wire Size/ / ga. Cu or AI-A.C. Wire Size / / ga Cu, or AI C r AI -Oven Circ. / / gXqor Al jpsulated Neutral es ❑ No _ Service -Riser Conductors & Ground Main Disconnect 32. Eguip. Clearances Panels-Motors-Mech. Equip. 33,"69thes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date f V Card B-1 Date Card B-1 Date PECHANICAIL (Permit) OK except #'s Ducts Insulation & Support Vent Fan, Exhaust above insulation ondensate Drain & Overflow, Size & Grade 72 . F rnace-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date 71 {-�IcIM Card B-1 _ Date Card B-1 Date Car -1 Date Card B-1 Date FRAMING (Permit) OK except #'s 04:KLS Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound IIs over Girders & Floor Nailing ft Stop in Walls (rat proof) re Stops, Furred Ceilings -Stairs -Chasers -Tubs 71051 -leaders & Beams -Size & Bearina MING (Continued) s. )lace Ties or Type A Flue -Fireplace Throat Clearance Access; Size & Romex Protection -Draft Stop -Ins. Baffles ,r. Windows or Exiting Doors -Sill Ht. & Dimensions ige Fire Protection Framing W11 tlrfe•Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 549tairs, Width -Headroom -Rise -Run -Landing -Fire Protection ywood'on Roof Overhang -Attic Vents -Rafter Outriggers 56.ng-Nailing Veneer . St cco Mesh -Drip Screed -Fd. Vents-Underflr. Access Gla 'ng Area -Glass Protection -Skylights -Plastic hear Walls; Nailing -Bolts 66. Brace Intefior/Exter' r Wall Panels „ InUAation-W -Ceilings Infiltration -Walls -Windows Date Card B-1 ', Date Card B-1 Date Card B-1 ',Date j Card B-1 Date FINAL (Plans) QK except #'s Steps -Door & Sidelight Protection -Landings Sm ke Detector urnace Vents -clearance -Comb, Air -Connector - In rage; Above Floor-Ducts-Mech. Protection edr om Exiting F. 1. & Bp Fixtures & Tub Access -Spa 68. Elec.,Prim & Subpanel, Breaker Sizes & Labels 4�ireplace or Stove, Clearance -Hearth Outlets at Wood Panel, Int. & Ext. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance _ lec. Outlets & Receptacles at Kit.'Counter " arage Fire Door; Swing -Landing -Closure 7pirj//.t,. Duct in Garage -Damper 7X_Y1rr`Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection 7 Ib., Elec. & Mech. Equip. Listed for Location 7 ec. Receptacles in Garage (F.F.I.)-Romer. Protecti n sulation-Foam-Looked in Attic Q A-'Guilo Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive es U No/Walks U es ❑ No/Planters ❑ Yes : o Stqr,pBrow A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 'dftiMa1'gP"7FgR�Disconnect, Electrical, Plumbing xterior Fie,. Trim, G.F.I. Receptacle -Underground entilation Throughout House Ve'S Protection 90. Correc s from Previous Inspections 9 , 91. est -Meters Tagged, Gas -Elect dCkater & Sever Connecta -C/ -HD Approval %!Ege 1%oC!5mpliance Certificate -Other Certificates r` ,4L.0"/ it" egWddress Posted Date ( (gyp Card B-1 Ig 15 Date Card B-1 Date o22 Card B-1 YL4�p Date Card B-1 DatCard B-1 9=0Date Card B-1 Comments at Final: - ' GREGORY A: F +�A lime r : 383 Rio'Lutdo Ave r td� ctiico. CA .� (530) 894-5719 .. _ r �e e r t .k ,�.'L�t S 57 14 ed ?�' ; 9 � .n'( f�1f.\. �. � ,r•� �r'r ��il'Vi���t4. i t t r4 rt. s N tt v iF(`i f r • s � tir " 1r4,� F d �_ �Vt r t1 r4 r . r ter Date: .No. of Pages: Z To: AT'Us4_ From: Tom Cooper -Phone: BM:0?v- ,4 _DO: Phone:- (916)371-7591 fax No: . it5- 6!9_ Fax No: (916) 3ZI -V IC. CG: b INSULATION CERTIFICATE LOERKE INSULATION CO., INC 884 Woodmont Chico = -- .__._._._ :Oounty ._L--o�tumC�eE -- — = — DESCRIPTION OF INSTALLATION 1. ROOF - Brand..Name, ----- �--- ---:= -- -=.' — - ---- _- =-• ----;— .Thickness (inches) Thermal Resistance (R -Value)__ __. 2• CEILING Batt or Blanket Type_. -ibVcglass._Batt$_ Brand Name Johns Manville Thermal Resistance((R-Value)R38 Thickness inches 3, - -- — - Loose Fill Type Fiberglass_--.-..,. __: _ Brand Name Johns Manville 16.25"- C � ontractorls mm. installed weight/ft sq. _659Jb: ; Minimum Thickness—___ _ inches. Manufacturer's installed weight per square foot to achieve` Thermal Resistance (R Value) __- R38 3. EXTERIOR WALL Material -... Fibsrglass:_Batta _-- - -... - --- --.- . _ Brand Name — ,lahns([anvills ` .w.�,.... • _ Ria r Thickness (inches).'.' --- 3.5" __-- _ __-- - - TheResistance (R Value)-- -- _ _-- x x 4 RAISED FLOOR �` Materia�'_._.Fibergi�sa Batts___._. .- --- - Brand Name ..�i4hns_Manville = _ e. _ Thickness(inches)--.-_----. - ----- Thermal Resistance (R -Value) ____—___ S. SLAB FLOOR / PERIMETER _.. -- --_ _ ---__-_�-- Brand' Name -- ------ -- ----- - _-M Material ___- --- -Thickness _.__, .__ -- ----...._ ..--_----. _.....- Thermal Resistance (R-Vafue) ._.__ Perimeter Insulation Depth (inches,)_-__ K P. 6.'FOUNDATION.WALL Material __. Brand Name _--- - -- - ------ ckness (inches) Thermal Resistance (R -Value),. DECLARATION - I hereby certifythat the above insulation'was installed'in'the building at the above`iocation in conformance with the current Ene�rrggyy EificiencVStandards for residential buildinis (Title 24,Part 6, California Code of Regulations) as indicefad on the ertifinate of compliance, where pplicable. "A C. L.#499150LOERKE INSULATION CO., INC._, �ffein #s - S ure, a e r f--lnstalung--u6cont�acforOoame� �ijL� General Contractor Co,Name) Or Owner ifem #s signature, [Sate _- staT g ub66—n r�ctor Co.-Name)�r� x General Contractor (Co. Name):Or ner Item #s .Signafure, Dete * ;r kfnstall�n Subcontractor, Co. Name . Or Y r General Contractor (Co. Name) 0rOwner- h,j,.�,�'�_,rfisv.—'rcr:��-siar�.,��*�ai'+oxy, "r*c .,. •s^,S"�.r1�'.,w�rc; F•� �1r3��=jiq�;p�?�' COUNTY OF BUTTE BUILDING. DIVISION DEPARTMENT OF DEVELOPMENT SERVICES i 411 Main Street • Chico, CA (530) 891=2751 t 7 -County Center Drive a Oro ville, CA • (530) 538-7541- 1 CORRECTION -NO7 ICE OWNER PERMIT NO. C 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 hay -"y questions pertaining toithis matter, or need additional explanation, " 12r� ^ please contact -t office immediately. Ati �r T. a r dY - - -. k tA Date =w Inspector. r: REV 10 2 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT -SERVICES = 411 -Main Street.•: Chico, CA • 530) 891-275.1 .. 7 County. Center Drive Or . lov I� I C (530) 538=7541 x ` CORRECTI O ICE 9F 7� S OWNER PERMIT -NO. A routine inspection indicates that the following.violations of butteicountyOrdinances exist at the above address and should be corrected.Itice this office.- when correction of work is. Y : completed. If you have any questions p aining to matter,, or. need additional explanation, _ please contact this office immediate) : i„i / vo t• dPicr� 4- s r a A i r. a.�oww 5 ; Date I/ Inspector �+ —. REV Via:: m COUNTY OF BUTTE ', -�` BUILDING DIVISION DEPARTMENT. OF..DEVELOPMENT�SERVICE8 '491 Main. -Street • Chico,'CA • 530 891 2751 .7 County CenterDrive Oroville,. CA • (530) 538-7541 CORRECTIONS NOTICE V ` 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 compieted.. If you have any questions pertaining to this matter' or Need additional explanation, iPlease contact this office immediately: r � �� -- e O G •�-5-�. CGI REV 10/9 im f,P i .0 r ame- ef�� "vn/ -_Date D r Inspector REV 10/9 im COUNTY OF BUTTE BUILDING DIVISION:. . DEPARTMENT OF DEVELOPMENT SERVICES,-, 411 Main Street Chico, CA • (530) 891=2751 7 County Center Driye OPovllle, CA (530)-538-754t__ : It nRRP('TInN NnTlit'_P OWNER - PERMIT NO: A routine inspection indicates that the following violations of butte county Ordinances exist at the above.address and should be corrected..Please notice this office when correction of work is completed; -.If you. have any questions pertaining to this matter, or need additional explanation, please contact this office immediately: r a :c .v 1 ,✓G L .� 77/ k� ' -;` - � / T. /—✓ :e _ r epau CL xF r `7 ' Date Inspector - _ nf- REV 'COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main"Street & Chico, CA - (530) 891-2751 • f-% ;11 CA . r -1.)f% 538-7541 I UU"Ly VMVI Drive 1UV V, CORRECTION NOTICE 72,5 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 compi6ted. If you have any questions pertaining to this mer, or need additional explanation, please contact this office immediately. 4: r !Z 2 -be,.,a to IV 1A )4-- -e pit Date REV 0119471 015 Inspector U 55e It 6 1/92 (Z/n1 tt a 11,11 COUNTY *OF BUTTE n BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES f 411 MainStreet • Chico, CA • (530)'891'-2751 7.County Center Drive • Oroville, CA- (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. • ` A routine inspection indicates that the following violations.of butte county Ordinances exist at the . above address and'should be corrected: Please notice this office when correction .of work is - completed. If you have any questions :pertaining to this matter,'or need,additional explanation; t please contact this office immediately:" ZEY- r �1 per ,, _;:• ;'. ...-;. _, - _ Yc F s� may. ... - .. .. . .. Date Inspector REV B, 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 x. VF OWNER PERMIT NO N'_- 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 Vis= completed; If you have any questions pertaining io this matter, or need -additional explanation, please contact this office immediately. d g2 / / / f 1 % 1 t v- £ E: Date Inspector REV t /92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES,;- BUILDING DIVISION 7 County Center Drive • Oroville, California 95665 • T21ephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARC$lNUMBER 042-6.70-006 ZONING ASR BUILDING PERMIT olf OWNER GALLI., MICR -EL TELEPHONE 646 SO. FT. OCC. BUILDING V ION r 169,560 °W"°as MAILING ADDRESS 307 W. 12TH AVENUE, CHICO 95926 TT CONTRACTOR'S NAME OWNER TELEPHONE 4U1 5,213 CONTRACTORS MAIUNG ADDRESS - CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHRECT OR,ENGWEERS MAILING ADDRESS Plan Checking Fee $ 624.96 BUILDING ADDRESS - 864 WOODMONT COURT CHICO 95926 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1,629.48 LOT NO. 2 1SUBDIVISION'S NAME ORCHARD HOUSE ESTATE PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF 4X Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15 UU Each gas water heater or vent 15.00 TYPE OF WORK New [X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW S/F 4 BEDROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service , oA LESS SS LICENSED CONTRACTOR'S DECLARATION I hereby affirm -under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. OWEwNG OCCUP. OR ADDNS. a ACC. BLDs. SO 3.5¢x. NEW MULTI.OUTLET @7,50 POWER APPARATUS asINGLEourLErcIR. Ex. Occup. OUTLET OR FIXTURES 2L BAL @ .so Ex. Occup. ourLETsEslo Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation Insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work'of a'valuation of one hundred dollars ($100) or less.) / I certify that in the performance of the work for which this permit is issued, I shall (" not employ any person in any manner so as to become subject. to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor -Code;- I shall forthwith comply with those provision X Date -- �`� Signature df/Applicant - ❑ wn r ❑ Con or ❑ Agent An OSHA permit is required for excavations r 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 9 i Cooling Hood 6.50 Ventilation PERMIT FETE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46 3 v4' TOTAL FEE $ HAz D• I!� FLooD cDF HD 5S This permit Is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By /+ate PERMIT EXPIRES ON (D I pate) provisions to do work paid. Receipt No. 264756 $702.70 6— SISI WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECT611 GOLDENROD -APPLICANT i d, COUNTY •OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES, -'BUILDING DIVISION 7,C6unty Cehte,r Drive'*- O.roville, California 9596.5, Telephohe (530) 538-7541 TN PERMIO. L APPLICATION ANDPERWT ASSESS ORPARCELNUMBER ZONING,4 :514eF BUILDING PERMIT OW A TELEP140 NE, - ZAq SQ. FT.' OCC r' SQ. BUILDING VALUATION -OWNERS MAI ADDRESS' COKFAACTOR'S NAME A/ fv'. Fos" TELEPHONE ;-;- .7 14 CONTRACTORS MAILING ADDRESS O 00 CONSTRUCTION LENDERk,;,,,' Fireplace. 00 - UENbms mAjuNG ADDRESS Total Valuation $ -41, IX7,1 ARCHriEcT OR ENGINEER LICENSE NO. Filing Fee $ 1 2P.90 Permit Fee ARCHITECT OR ENGINEER'S WAILING ADDRESS Plan Checking Fee U IV -77) BUILDING AD7S.� Energy Plan Checking Fee $ 6z) Ila r�9a$ PERMIT FEE $ 1061) LOT NO., Of S VX PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 . Each Trap 7.00 USEOFSTRUCTU RE SF Duplex 0. Mobilehome 0 Other SPECIFY or heat pump water heater —1 23.00 05, —Solar Water piping 15.06 Each as water heater or vent 15.00 TYPE OFWORK15.00 N Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0 > R Dqs� Xib Work:, .1% V JyV� Gas piping stem I - 5 outlets Building sewer 15.00 Mobile Home - I P I G 920.00 ..PERMIT FEE $/L 761 ELECTRICAL PERMIT Filing Fee 20.00 Main ServiceOR =OR UES 23.00 LICENSED CONTRACTOR'S DECLARATION [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 �os License Class LicaNo. OWNER -BUILDER DECLARATICA-r, I hereby affirm under penalty of perjury that I am exempt fft.t Ccintr ors License Law for the following reason:23.00 'D 1, as owner of the property, or my employees with wag sole compensation, will do the work, and the structure is not intend d or �for sale. c fj . . 0 1, as owner of the property, am exclusively contracting licensed contractors to construct the'project. 0 1 am exempt under -Sec. Business and •Professions Code for' -this reason Main� Service, 200A TO iOOOA 46.00 NEW CONST.DWELLING P. OR ADDNS. a9csU 3.5¢x: NEW CONST. MULTFOUTLET NON-RESID. @7.50 PO AP=T US SINGLE O CIR. Ex. Oc cup. OUTLET OR FIXTURES 20 @ 1.00 BAL Q .50 - Ex. Occup. .,"D ',LNs6.)0ER& 5.00 Temporary Service Mobile Home Facilities 20.60 . Wiring -23.00 —Misc. PERMIT FEE: $ WORKERS' COMPENSATION DECLARATION - I hereby affirm u , rider penalty of perjury one of the following declarations: 0 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. a ❑ 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.) 0 1 certify that in the peHormance of the work for which this permit is issued, I shall subject to workers' not employ any. person in any manner so as to should compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700. of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant 0 Owner T-3 Contractor 0 Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in h ? ig I ht. MECHANICAL PERMIT Filing Fee .2040 Heating Z* -T /5-60 -V'7,, Cooli g Hood 6.50, Ventilation .60 PERMIT FEE $ Mobile Home Installation Fee Energy Inspection Fee: OCC CONST. TYPE TOTAL EE$g;�2�0 p ,,,Z. p. FEES IMP I FLOOD I CDF PARCEL P6 1 HD ISSUE This permit is hereby Issued under the applicable of the Butte County Code -and/or Resolutions indicated above for which fees have been By. Date PERMIT EXPIRES ON (Date) provisions to do work paid ReceiptN6. QZ;q 756/17,92, 70// WHITE-D.D.S.-B.D. CANARY -ASSESSOR K -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVII.,LE, CALIFORNIA 95965 - TELEPHONE'(530) 538-7541 PE"ITAPPLICATIONDATA SHEET OWNER: i�cL ASSESSOR PARCEL NUMBER: "?�-• QQ (p Proposed Building Use: A•J S;C Building Inspector: _4-r' Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted.-- ----------------------------- ------------------------------------------------------ E12. Plot plans, 3/4 sets, signed by the preparer of plans: ------------------------------------------------------------ E]3.:, Complete plans, 3/4 sets, signed by the pre parer of plans. ----------------------------------------------------- ;. ]3.: ' U. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- E15. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- 118. --- ❑8. Hazardous Material Form. ------------------------------------- �����,,9�. anufactured Home data and ' ion instructions including Tie Down Specifications.----------------- LWOees of '- -- ---------------------------------------------- 1% Impact fees as shown on the attached schedule. ---------- 7 12 alifornia Department of Forestry plan approval/fees- -- ------------------------------------------------------ ,��3 . fl'p000►►dd elevation certificate -------------------------------------------=--- ------------------------------------- DMAKitation and plot plan approval Health Department. =- l- ---_. _ (p • �' x'15. City of Chico plumbing perThit- --------------------------------------------------------- --------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------= ----------- - 1�------------- Plinning ,approval for (A) Use: (B) Parking: _-!b --------- Contact Land Development about 6 Improvements, ❑ Cert -Ti F. a/` Drainage, Legal Parcel. -- '7 Z 9. Encroachment Permit for driveway (construction approval prior to occupancy). ------------=--------------- ❑ 20. Pre -inspection for required Request to Building Inspector on p21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number.----------------------------------------------------------- ❑23.Owner-builder Verification (Given to owner ❑, Mailed to owner ❑). ❑ Letter of signature authorization. -------------------------------- }' 25': Recorded•copy of Agricultural Acknowledgment Statement. ----------- s _ 026. Letter of intent on building use. -------------------------------------------- ''.: ❑27. Manufactured Home utility clearance. ------------------------------------- 028. ------------------------------------ ❑28. Existing violations and/or expired permits. ------------------------------- El 29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E330. Other: p Tcissue the t, pros ss as follows ❑ Mail to owner, ❑ to tractor. lhonefQ and hold for pickup at Q office. ❑ Deliver with inspector. m (Date) ^` Applican �c Date: / :`I� Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, o, ollution Date: By: V-�Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ O er Date: ' 1.' Index permit application for the above items numbered: Plan. Check List Q �, 2. Additional items'required; ''Contractor, designer, owner,, was advised of the above required data by.❑ phone;. ❑.mail, ❑ Building Division counter, by Date: Contractor; designer, owner,, was advised of the above required data by ❑ phone �oinail, ❑ Building Division counter, by Date: ;t; .,t . 'Contractor designer, owner;_ was advised of the above ��,. ,, desig<► regained data by o phone, ❑mail, ❑Building Division counter, by Date: ontractor, designer, own of the above required data by o phone, 11mail, 11 Building Divi si , by te: Plans reviewed by: "�"' Date: Plans approved by: Date: Z. Sets of plans on hold i Plan Cabinet; ❑ A.P. folder. Note transfer by: Date: O WNE R-BUILD E R 'VE RIFI CATION OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property. improvements specified. For your protection, you should be aware that as "owner -builder".. you are the responsible party of fecord on such a permit. -Building permits are not required to be signed by property owners unless, they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible, liability if that person applies for the proper permit in his or her name. Contractors, are required by law to be licensed and bonded by the State of California and to have a business . license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your o th the,exception of various trades that you plan to subcontract, you should . be aware of, the followin otmation for yo benefit and protection: ♦ If you em y or otherwise engage any p ons other than your immediate family, and the work (including,materials and oth r costs) is 5300 or more for a entire project, and such persons are not licensed as contractors or subcon tors, the you may be mployer. ♦ If you are an er, you must- r gister with the State and Federal Governments as an employer and you are subject to several obligatro c uding state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contn'but of ns ,. ;. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially -,serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally•or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A -frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contracprs maybe obtained by contracting the Contractors State License Board in your community...or at 1020.N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm.that you . are aware of these matters. The building permit will not be issued until the verification is returned. IIMicrely, el C. Vi ira, C.B.O. ger, Building Inspection NOTE: This Owner-Builder.lnformation is required by Section 19830 of the Callfornia Health and Safety Code- OVER oda OVER .. SHEARWALL SCREDULE MARK SHEATHING NA%.ING ANCHOR SHEAR TRANSFER BOLE PLATE BOLTS 0 WOOD FLOOR & GABLE END 3/8' COX PLYWOOD 8& 0 2' O.C. -EN. & I/2" DIA. x 10' A34 CLIPS 16d 0 2' O.C. O - OR O.S.B. OR 12' O.C. FN. AB: 0 160'0'.C. ®6' O.0 5/8' Tt—II SIDING SEE NOTE 2 BELOW 3/8' COX , PLYWOOD 8d 0 3' O.C.' EN.. & ' 1/2" DIA. x 10" A34 CLIPS 16d 0 3' O.C. O OR O.S.B. -OR 12' O.C. FN. AD-® 24' O.C. 0, 8' O.0 . 5/8'- TI—II SIDING O 3/8'.- COX PLYWOOD 8d Q'40 O.C. EN. & " I/2',:DIA. x 10'' ',A34 CLIPS 16d ® 4' O.C. ' OR O.S.B. OR 12' O.C. FN. 'AD. 0 32' O.C. 0. IO' O.0 . 5/8' ..7I-11 SIDING O 7/8' STUCCO. _ N0. 11 GAGE 1 1/2" 1/2' DIA. x 10' A34 CLIPS - 16d 0 6' O.C. UNBLOCKED LONG, 7/16' HEAD AB. 0 48' O.C. 0 24' O.0 OR NO. 16 GAGE STAPLE, 7/8" LEGS 0 6' O.C.. O 3/8' COX PLYWOOD 8d 06' O.C. EN.' & 1/2' DIA. x 10" A34 CLIPS 16d 0 6' O.C. OR O.S.B. OR 12" O.C. FN. AB. 0 48' O.C. 0 16" O.0 5/8' TI -11 SIDING G1 1/2' GYPSUM BOARD 5d COOLERS C 7" . 1/2' DIA, z- .10'... .. A34 .CLIPS_ .. 16d..0 12' O.C. O.C. ALL STUDS, AB. 0 48' O.C. 0 24' O.0 TOP & BOTTOM PLATES <e> 5/16' _HARDIPANEI, NO. II GAGE- x 1.5'.. 12" VIA ::.x 10" ' - - A34.CLIPS. 16d 0.3' O.C.. LONG GALVANIZED AB. 01 24' O.C.. 0' 12' O.0 ROOF NAI. 3' O.C. E.N. 6' O.C. FIELD Q 5/16' HAROPANEL NO. II GAGE -x 1.5' 1/2' DIA. x 10" A34 CLIPS 16d 0 4' O.C. LONG GALVANIZED AB. 0 32' O.C. 0 16" O.0 . ROOF NAIL. 4" O.C. E.N. 12". O.C. FIELD Q 5/,16' HARDIPANEL NO. II GAGE x 1.5' 1/2" DIA. x 10' A34 CLIPS 16d 0 6' O.G. LONG GALVANIZED AB. 0 48' O.C. 0 18' O.0 ROOF NAIL 6' O.C. E.N. 12" O.C. FIELD NOTES: I. WHERE PLYWOOD OR OSB ARE APPLIED TO BOTH SIDES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, FRAMING SHALL BE 3X OR THICKER AND NAILS ON EACH SIDE SHALL Be STAGGERED. ALSO, ANCHOR BOLT AND SHEAR - TRANSF -R CLIP SPACING SHALL BE REDUCED BY ONE? HALF THE DISTANCE INDICATED IN THE TABLE. 2. FRAMING AT PANEL EDGES SHALL BE 3X OR WIDER AND NAILS SHALL Be STAGGERED WHERE NAILS ARE SPACED 2" ' O.C.. 3. SHEAR PANEL EXTENDS FROM FOUNDATION SILL TO ROOF DIAPHRAGM. 4. ALL EDGES TO BE BLOCKED. (U:N.O.) 5. NAILING BASED ON .131 P—NAL IOd HOLDOWNS: (X) INDICATES SIMPSON FLOOR TO FLOOR TIE 0 4X. (X) INDICATES SIMPSON HPAHO OR PAHO STRAP AT 4X. ® (X) INDICATES SIMPSON HD AT 4X. NOTE: (X) INDICATES SIZE OR, TYPE, le,. =22 INDICATES AN HPAH022. ALL : HOLDOWNS SHALL BE PLACED At EACH END OF -PANeL AND INSTALLED PER "MANUFACTURER'S-. SPECIFICATIONS. AT EACH: HOLOOWN, INCREASE FOOTING TO EMBED DEPTH PLUS 3", WHEN ,REQUIRED. . 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I 1 rJ.M1.' .. � �.f Y r.., I— I L.., e •� 1 . `.. i.. _l.:r L��_I .�_-�_-.L_ � �, _I _F-1. _ ' 1 _r ,i_Z t-.. , �.. 1.:_.�_.!.. .57 iL — I , • -_ _:� y I _ t ` .-` ..I i , - i"7 I .! •.t. � � 1. -1_,....}—I t— , { _I_ � 1 I_- -1 L 1 � �7 i I . i I 4! <lI i . r 1 ' — } (. , I.'•- 11 s I -1 I_. �.2 i_. I I: � j - , I ; T •.{ , - y -I_ I I ; I , I F i { -1 I - ' ! _ o=�WT._ 5� +, i I ' -LL i_. t } _ - s � I. � + ", s. i I .; 1 i � ,, V 1 I - I. ,—Y—t � I i I � 1 � j tt ' • ' �. I � 1 , 744 TO .'• 11t. r. , �._ I —i `_-._ � � IJ �_ �_ j 1 I I- X t I L 1 57 Plumwood Court Chico,. CA , ,95928 :'. Bus,•/ FAX (530) 343-0500 t. Roof-Beam[ 94 UBC.(9.1 NDS)] Ver. V4051796 By: CCA , Anderson Engineering Project:.GALLI - Location; RBM #1 - LIVING ROOM Consultants on: 05-18-1999 Summary::- ummary. -5.25 5.25IN x'9.50 IN x 17.0 FT / 2.OE WS Parallam -.TRUS JOIST-MACMILLAN Section Adequate By: 50.1 % Controlling Factor: Moment of Inertia / Depth Required 8.30 In Deflections: . Dead Load: DLD= 0.41 IN, Live Load: LLD= 0.34 IN - U599 Total Load: 0.75 IN = U270. Reactions (Each End): Live Load: RL= 1156. LB . Dead Load: RD=-- D= •Total TotalLoad: - RT 2562 LB Bearing Length Regd.: BL=,'0.65 IN Beam Data Span: L= 17.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= _ 8.00 : 12: Live Load Deflect. •Criteria: U , 240 ' Total Load Deflect. Criteria: U 180 Beam Loading:. : Live Load: LL= 16 'PSF Roof Loaded Area: RLA= - 145 SF Roof Live Load Method: 1 Side One: Roof Dead Load: DU= 15 PSF Roof Rafter Tributary Width: TW1= 4.25 FT Side Two: Roof Dead Load: DL2= 15 PSF Roof Rafter Tributary Width: TW2= 4.25 FT- Roof Duration Factor: Cd= 1.25 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 17.0 FT Beam Live Load W/ Slope Red'n: wL= 136 PLF Beam Self Weight: BSW= 12 PLF . ' Beam Total Dead Load: wD= 165 PLF Total Maximum Load- WT= 301 PLF Controlling Total Design Load:. Properties For: 2.0E WS Parallam- TRUS JOIST-MACMILLAN wTcont= 301 PLF " Bending Stress: Fb= 2900..' PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000' PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI. Adjusted Properties: Fb' (Tension): fb'= 3720 PSI Adjustment Factors: Cd=1:25 Cf--1.03 Fv': Fv'= 363 PSI Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 10887 FT-LB Shear (@ d from beam end): Comparisons With Required Sections: V= 2323 LB. Section Modulus: - Sreq= 35.2 IN3 • S= , 78.9 1N3 Area: Areq= 9.7 IN2 A= 49.8 IN2 Moment of.lnertia: Ireq= 249.9 ` IN4 1= 375.1 IN4 Multi-Loaded Beam[ 94 UBC (91 NDS) j Ver. V4051796 :. By; CCA , Anderson Engineering .Consultants on: 05-18-1999 Project: GALLI -'Location: RBM #2 -LIVING ROOM BAY HEADER Summary: y, 3.50 IN x 11.25 IN x 9.0 FT / #2.- DOUGLAS FIR-LARCH - Dry Use' Section Adequate By: 23.3% Controlling Factor: Section Modulus / Depth Required 10:13 In Deflections: Dead Load: DLD= 0.06, IN Live. Load : LLD=. 0.05'. IN = L/2365 Total Load' TLD= 0.10 IN'= C/1045 ` End Reactions(Left Side): Live Load: RLI= 578 LB Dead Load: RDI= 746 LB, , Total Load:: ' RT1=. 1324 LB End React16ns(Right Side): Live Load:: RL2= - : -578 LB Dead Load: RD2= 746 LB Total Load: RT2= 1324 . LB . Bearing Length Regd.(Left) : BL1= 0.61 'IN ` -Bearing Length Reqd. Right): ' BL2= `0.61. -IN" - Beam Data: = Span: L= . 9.0 FT Maximum Unbraced Span: Lu= 9.0 FT Live Load Duration Factor: Cd=• 1.25 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ . 180 Uniform Load: Live Load: wL= 0 PLF Dead Load: wD= 0 - : PLF. Beam Self Weight: BSW= ­110 PLF Total Load: WT= 10 PLF Concentrated Load P1: 'Live Load: PL1= 1156 LB - Dead Load:: PD1=, 1406 LB Total Load: ` PT-1 = 2562 LB Location: X1= .4.5.. FT . Properties For: #2- DOUGLAS FIR-LARCH Bending Stress Fb= 875 PSI Shear Stress:. Fv= 95 PSI Modulus of Elasticity: E=; ' 1600000 PSI " Stress Perpendicular to`Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1175 PSI,, • Adjustment Factors: Cd=1.25 CI=0.98 Cf=1.10 ` Fv': Fv'= 119 PSI . Adjustment Factors: Cd=1.25 . Design Requirements: Maximum Moment: M= 5861 FT-LB 4.5 FT From Left Support Shear (@ d from beam end):, V= 1315 LB Comparisons With Required Sections: Section Modulus: Sreq= 59.9 IN3 S='.73.8 IN3 Area: -._. Areq= 16.7 IN2 s , . ,:. , A= 39.3 IN2 . Moment of Inertia: Ireq= 71.6. IN4 . I 415.2 IN4 Roof Beam[ 94 UBC (91 NDS) j Ver. V4051796 By: CCA , Anderson Engineering Consultants on: 05-18-1999 Project: GALLI - Location: RBM#3 -MASTER BATH Summary; 3.50 IN x 11.25 IN x 11.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 97.5% Controlling Factor: Section Modulus / Depth 8.00 In Required Deflections: . ". Dead Load: DLD= 0.07 IN - Live Load: LLD 0.06- IN = L/2377 Total Load:TLD=.. . DA2 IN = U1075 Reactions (Each End): - Live Load: RL= 616 LB Dead Load: RD= 747 LB ' Total Load: RT= 1383 LB Bearing Length Regd.: BL=.. - 0.62' , IN... Beam Data: Span: - L= 11.0 FT Maximum Unbraced Span: Lu= - 0.0 FT' Pitch Of Roof: RP= . 8.00 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria 'IJ 180 Beam Loading: Live Load: LL= 16 PSF Roof Loaded Area: RLA= 77. SF Roof Live Load Method: 1 Side One: Roof Dead Load: DL1= 15 PSF Roof Rafter Tributary Width: TW1= 6.0 FT Side Two: Roof Dead Load: DL2= 15 PSE Roof -Rafter Tributary Width: TW2= 1.0 FT Roof Duration Factor: Cd= 1.25 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 11.0 FT Beam Live Load W/ Slope Red'n: WE= 112 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: wD=. 136 PLF. Total Maximum Load: WT= 248 PLF Controlling Total Design Load: wTcont= 248 _ PLF Properties For: #2, DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= .95 PSI - Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1203 PSI Adjustment Factors: Cd=1.25 Cf --1.10 Fv': Fv'= 119 PSI Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 3747 FT -LB: Shear (@ d from beam end): V= • 1130 LB Comparisons With Required Sections: Section Modulus:. Sreq= 37.4 IN3 S= 73.8 IN3 Area: Areq= . 14.3 IN2 A= 39.3 IN2 ; Moment of Inertia: Ire q= -69.6 IN4 I 415.2. IN4 Roof Beam( 94 UBC (91 NDS) J Ver. V4051796 By: CCA , Anderson Engineering Consultants on: 05-18-1999 Project: GALLI - Location: RBM #4 - FAMILY ROOM Summary: 5.25 IN x 11.875 IN x 23.0 FT / 2.0E WS Parallam - TRUS JOIST -MACMILLAN ". Section Adequate By: 6.4% Controlling Factor: Moment of Inertia / Depth Required In Deflections: _11.63 Dead Load: DLD=':. 0.84_ IN. Live Load: LLD= 0.60 , IN='L/459 " Total.Load: TLD= %" 1.44`: 'IN Q 0191 Reactions (Each End): -Live Load RL= 1810 LB Dead Load -,.:RD 2247 LB` Total Load: RT 3857 LB " Bea'ing Length Regd.: BL"_0.98 IN Beam Data: Span:. L= 23.0 FT' . " Maximum Unbraced Span: Lu= 0.0 FT • Pitch Of Roof: RP= 8.00 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Beam Loading: Live Load: LL= 14 PSF Roof Loaded Area: RLA= 230 SF Roof Live Load Method: 1 . Side One: Roof Dead Load: DL1= 15 PSF. •'` Roof Rafter Tributary Width: TW1= 5.0 FT` Side Two: Roof Dead Load: DL2= 15 PSF Roof Rafter Tributary Width: -TW2= 5.0 FT ' Roof Duration Factor: Cd= 1.25 ' Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 23.0 FT Beam Live Load W/ Slope Red'n: wL= 140 PLF Beam Self Weight: I BSW= 15 PLF Beam Total Dead Load: wD= 195 PLF Total Maximum Load: WT= 335 PLF Controlling Total Design Load: Properties For: 2.0E WS Parallam- TRUS JOIST -MACMILLAN wTcont= 335 PLF' Bending Stress: Fb= 2900 PSI Shear Stress: Fv= - 290 PSI' Modulus of Elasticity: E=. 2000000 PSI Stress Perpendicular to Grain:. Fc_perp= 750 PSI Adjusted Properties: Fb' (Tension): Fb'= 3629 PSI Adjustment Factors: Cd=1.25 Cf --1.00 Fv': Fv'= 363 PSI Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 22180 FT -LB ' Shear (@ d from beam end): V= 3526 LB Comparisons With Required Sections: Section Modulus: Sreq= 73.4 IN3 S= 123.3 IN3 Area: Areq= 14.6 IN2 A= 62.3 IN2 Moment of Inertia: - Ire q= 688.7 IN4 1= 732.6 IN4 " ... ti Roof Beam[ 94 UBC (91 NDS) ] Ver. V4051796 By: CCA , Anderson, Engineering Consultants on: 05-18-.1999 Project' GALLI -;Location: RBM #5.- ENTRY /.FAMILY RM HEADER . Summary ` .. 3:50 IN x8.25 1N x.9.0 FT % #2 -,DOUGLAS FIR-LARCH- Dry' Use Section Adequate By:,11 _3%0. Controlling Factor. Section Modulus / Depth Required 8.77 In - Deflections: z Dead Load: DLD 0.10 IN . Live. Load: _ LLD=- 0.09 , IN = U1206 Total Load: t... TL-D 0.19 IN = U558 • Reactions (Each. End): Live Load. RL 1008 LB Dead Load:.. s ` RD 1171: LB - Total Load: RT 2179 LB. Bearing Length Reqd: BL 1.00. IN Beam'Data: Span: L= 9.0 FT Maximum Unbraced Span: ' Lu= 0.0. FT Pitch Of Roof: RP= 8.00 : 12 Live Load Deflect. Criteria: U;.:.:._ _. _ 240: - Total Load Deflect. Criteria: L/:. 180 _Beam Loading Live Load: LL= L . 16 PSF, Roof Loaded Area: RLA=' 126 SF Roof Live Load Method: 1 Side One: Roof Dead Load: DLI= 15 PSF Roof Rafter Tributary Width: -TWI= 4.0 FT Side Two: Roof Dead. Load: DL2= 15 PSF Roof Rafter Tributary Width: TW2= 10.0 'FT. -Roof Duration Factor: Cd- 1.25. Slope Adjusted Lengths and Loads:, ' Adjusted Beam Length:' Ladt 9.0 FT Beam Live Load W/ Slope Red'n: wL 224 PLF. Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: wD= - 260 PLF Total Maximum Load: WT= 484 PLF Controlling Total Design Load: - Properties For: #2- DOUGLAS FIR-LARCH wTcont= 484 PLF Bending Stress: Fb= 875 PSI ' Shear Stress: Fv= 95 PSI . Modulus of Elasticity: E=.,' 1600000 PSI Stress Perpendicular to Grain: Fc_perp=. - 625 PSI Adjusted Properties: Fb' (Tension): Fb'= -. 1313 PSI Adjustment Factors: Cd=1.25 Cf=1.20 Fv':, Fv'= 119 PSI Adjustment Factors: Cd=1:25 " Design Requirements:' Maximum Moment: M=. 4903- FT-LB Shear.(@ d from beam end): V= :' 1806 • LB .:Comparisons With Required Sections: .Section Modulus:_ Sreq= 44.9 IN3 S= 49.9 IN3 Area: Areq= 22.9 IN2 A= - 32.3 IN2 Moment of Inertia: Ire q= 74.5 IN4 . 1= 230.8 IN4 Roof Beam[ 94 UBC (91 NDS) ] Ver. V4051796' By: CCA , Anderson Engineering Consultants on: 05-18-1999 Project: GALLI - Location: RBM #6 - KITCHEN / NOOK Summary: 3.50 IN x 13:25 IN x 13.0 FT /#2- DOUGLAS FIR -LARCH -Dry Use Section Adequate By: 14.6% Controlling Factor: Mbdulus Section / Depth Required 12.38 In Deflections: Dead Load: DLD= 0.12 IN Live Load: LLD--; 0.10 IN = U1497 Total Load: TLD= 0.23 IN.= L/683 Reactions (Each End): Live Load. RL= 1144 LB r" , Dead Load:., RD= 1382 LB ". Total Load: RT 2506 2506 LB Bearing Length Regd.:. BL= "< 1.15 IN Beam Data: Span: L= - 13.0 FT Maximum Unbraced Span: Lu= 0.0 FT - Pitch Of Roof: RP= 8.00 :12 Live Load Deflect. Criteria: . L/ 240 Total Load Deflect. Criteria: L/ 180 Beam Loading: Live Load: LL= 16 PSF Roof Loaded Area: RLA= 143 SF Roof Live Load Method: 1 Side One: Roof Dead Load: DL1= .15 PSF Roof Rafter Tributary Width: TW1= 5:0 FT Side Two: Roof Dead Load: - DL2= 15 PSF Roof Rafter Tributary Width: TW2= '6.0 FT Roof Duration Factor: Slope Adjusted Lengths and Loads: " Adjusted Beam Length:. Ladj= 13.0 FT Y Beam Live Load W/ Slope Red'n: wL= 176 PLF Beam Self Weight: - BSW= 11 PLF Beam Total Dead Load: wD= 210- PLF Total Maximum Load: WT= 386 PLF Controlling Total Design Load: Properties For: #2- DOUGLAS FIR -LARCH wTcont= 386 PLF ' Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E_ 1600000 PSI Stress. Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: . - Fb'.(Tension): Fb'= 1094. PSI - Adjustment Factors: Cd=1.25 Cf --1.00 Fv': Fv'= 119 PSI Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 8145. FT -LB -' Shear (@ d from beam end): Comparisons With Required Sections: V=' 2081 LB Section Modulus:.Sreq= 89:4 IN3 S= 102.4 IN3 Area: Areq= 26.3 IN2 A= " 46.3 IN2 Moment of Inertia: Ire q= 178.7 IN4 1= 678.4 IN4. • - o 3 ��p� ��-7 Z, o t, � pk tragi-. 0 Roof Beam[ 94 UBC (91 NDS)) Ver. V4051706 •By: CCA, Anderson Engineering Consultants on: 05-18-1999 - Project:'GALLI 'Location: RBM #7 'GARAGE* 'Summary: 3.125 IN x 13.50 IN x 15.0 FT / 24F-V4 - VISUALLY GRADED WESTERN SPS ,- Dry Use _1..05 Section Adequate By: 52:1 % Controlling Factor. Section Modulus /Depth Required 1In Deflections: Dead Load: ,. DLD= 0.31 ;IN Live. Load: LLD= 0.24 IN _ L/766 ::.Total Load: TLD= 0.55 IN = L1329 Reactions (Each End): Live Load: RL . 1785. LB - Dead Load: RD=2375: .... LB Total Load: _' f RT 4160. LB Bearing Length Regd: BL= IN Camber R d. C= 0.47 IN., Beam Data: ' Span: L= 15.0 FT Maximum Unbraced Span: Lu= 0:0 . FT Pitch Of Roof: RP= 8.00 :12 Live Load Deflect. Criteria: 1 L/ 240 Total Load Deflect. Criteria: L/ 180. _ 'Camber Adjustment Factor: CAF= 1.5 X DLD, ` Beam Loading: Live Load: -LL= .14 PSF - Roof Loaded Area: RLA= 255 SF . Roof Live Load Method: 1 Side One: Roof Dead Load: DLI= 15 PSF., Roof -Rafter Tributary Width: TW1=. 7.0 FT Side Two: Roof Dead Load: DL2= 15. PSF ... •' Roof Rafter Tributary Width: TW2= 10.0 FT Roof Duration Factor: Cd= 1.25. Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 15.0.. FT _ Beam Live Load W/ Slope Red'n: wL= 238 , •' PLF , Beam Self Weight: BSW= 10' PLF Beam Total Dead Load: wD= 317: PCF Total Maximum Load: WT= 555 ' PLF Controlling Total Design Load: wTcont= 555 PCF Properties For. 24F-V4- VISUALLY GRADED WESTERN SPS Bending Stress:. Fb= 2400 PSI Shear Stress: Fv= 190 PSI .. Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to: Grain Fc„perp= 650 PSI . . Adjusted Properties: =' Fb' (Tension): Fb'= 3000 PSI - Adjustment Factors: Cd=1.25 Fv'> _... Fv'= 238 PSI Adjustment Factors: Cd=1.25. .:.. _.......-_ ...::.._ -. Design Requirements' Maximum Moment: M= 15602 FT-LB Shear (@ d from beam end): ` ` V= 3536 LB", Comparisons With Required Sections:' ;.',`.'-Section Modulus:'. Sreq= 62.5 IN3 S= 94.9 IN3 ' Area:.. Areq= 22.4. . ' IN2 A= 42.1 IN2 ' Moment of Inertia: Ire q= 351.1' IN4 1= 640.7 I N4 Roof Beam[ 94 UBC (91 NDS) ] Ver. V4051796 By: CCA, Anderson Engineering Consultants.on: 05-18-1999 Project: GALLI = Location: RBM N— GARAGE HEADER -• • . • .. . Summary: . 3.125 IN x 12.00 IN x 16.0 FT / 24F -V4'- VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 52.8% Controlling Factor: Section Modulus / Depth Required 10.42 In Deflections: Dead Load: DLD .:. 0.38 1N- Live Load. LLD -0.32 IN = U599 Total Load: - TLD= 0.70- IN = L/275 Reactions'(Each End): Live Load:.. RL= 1408 LB Dead Load: RD= 1659. , LB Total Load: RT=. :3067 LB Bearing Length Regd.:. BL= 1:51 IN Camber Reqd.: C= 0.57 IN. Beam Data: Span:'L= _ 16.0. FT Maximum Unbraced Span: Lu= 0.0 FT - Pitch Of Roof: RP= 8.00 : 12 Live .Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: U 180 Camber Adjustment Factor: CAF= 1.5 X DLD Beam Loading: Live Load: LL= : 16 PSF -Roof Loaded Area: RLA= .176 SF Roof Live Load Method: 1. -Side One: Roof Dead Load: DL1= 15 PSF . Roof Rafter Tributary Width: TW1= 9.0 FT Side Two: Roof Dead Load: DL2= 15 PSF' Roof Rafter Tributary Width: TW2= 2.0 FT Roof Duration Factor:Cd= -1.25 Slope Adjusted Lengths and Loads:,' Adjusted Beam Length: Ladj= 16.0 FT Beam Live Load W/ Slope Red'n: wL= 176 PCF Beam Self Weight: BSW= 9 PLF Beam Total Dead Load: wD= 207 PLF Total Maximum Load: WT= 383 PLF Controlling Total Design Load: Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS wTcont= 383 PLF Bending Stress: Fb= 2400 PSI' Shear Stress: Fv=.: 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey- 1600000. PSI. Stress Perpendicular to Grain: Fc_perp= 650 PSI Adjusted Properties: Fb' (Tension):. Fb'= 3000 PSI Adjustment Factors: Cd=1.25 Fv': Fv'= 238 PSI Adjustment Factors: Cd=1:25 Design Requirements: Maximum Moment: M= 12269 FT -LB ' Shear (@ d from beam end): V= 2684 LB - Comparisons With Required Sections: Section Modulus: Sreq= 49.1 . IN3 S= - 75.0 IN3 Area: Areq= 17.0 1N2 1 A= 37.5 IN7. Moment of Inertia: Ire q= 294.5. IN4 1= 450.0 IN4 •( f x S 't � -n h. atm � � qy!�� T � ��, Y S ,,'. k �. � �f' Square Footing Design [ 94 UBC B CCA (91 NDS) ] Ver V4051796 , y : , Anderson Engineenng Consultants on 05-18 1999 Project: GALLI ;Location 22" SQ WORST CASE -;RBM #1 t Summary = :'16'00 1, Size.:1 83 FT x 1.83 FT x, IN,, Footing has been designed_without reinforcement - - -' Footing .Lbi-ft; Live Load $ s PL";w * 1156 LB Dead Load 1406 _'LB ,'ToW,Load = , :. ° r r " y:PT 2562 LB i- ! P 7 d ;• Ultimat6.factored load H �, f �; r Pu '3934 LB Footing Propertles: _ - Allowable soitbearirig•pressure t a s* ;,Qs= 1000 PSF Effective soil bearing pressure . r` ; . " 800 PSF Concrete compressiive strength u; F'c f 2500 PSI Selected Size:' -�L _. Length 4 1 83 FT F Width: ' ; t W ' , 1.83. FT k` %" Area--. A"," ,3:35 SF , Ultimate bearing pressure:, -,Qu 1175 PSF ': s ' Column Base'Dimensions:. Length: I 4 00 IN,: Width:' Y w- 400 IN 4'. Footing -Size'Selection: r Required footing area: Areq 3 2 ;, SF irnmum footing size regwred Lreq . 1 79 _. FT Footing depth based on shear stresses - ' ` -Selected footing depth.,.: D= 00 IN Punching Stress Calculations & = Critical perimeter �: , " Bo 72 00 IN - P-unching',shear t , `' Vu1= 129'1 LB • Punching shear stress k .. a : , vu 2- , PSt " `-Allowable punching shear stress vc1= `- �.;, -,200,, PSI . Beam shear stress calculations :13eam'shear.Vu2 0 LB, 3. "Beam shear stress:'.. vu2= w- '0 PSI Allowable beam shear stress:-Vc2= 100 PSI. ' Bending Requirements: Factored- moment: Mu= 7222 :,IWL'B.' Nominal moment strength: Mn 152256 -'. IWLB. `tel •1 Y „ w - r � h -i.' 1 " I,<' ` .. f r + a; � �' �stw r - -aY" � � �, . .aw aq 4r ,- t.i •.y,�b. �.:,+ - [ 94 UBC (91 NDS) ] Ver. V4051796 Square Footing DesignE i B CCA Anderson ng neering Consultants on:.05-18-1999 , ;Project: GALLI - Location: 24" SO'- WORST CASE - ROM #8 Summary. . Size: 2.0 FT x 2.0 FT x 12.00 IN " Footing has been designed without reinforcement. Footing Loads: ' Live Load: PL= 1408 'LB Dead. Load: PD= 1659 LB Total Load: :.' .. PT= 3067. LB Ultimate factored load: Pu=. ' 4716.. LB Footing Properties: _' ' Allowable soil bearing pressure: Qs= -1000 PSF _ Effective soil bearing pressure: Qe= '850 PSF Concrete compressive strength: F'c= 2500. PSI ` Selected Size:" Length: L= 2.0 FT Width: W= 2.0' FT Area: A= 4.0 SF Ultimate bearing pressure: Qu= 1179 PSF Column Base Dimensions: Length: 1= 4.00 IN Width: w= 4.00: IN Footing Size Selection: Required footing area: Areq= 3.61- SF Minimum footing size required: Lreq= 1.9 fT - footing depth based on shear stresses: Selected footing depth: D= - 12.00 IN Punching Stress Calculations: Critical perimeter:, Bo= 56.00 IN Punching shear: Vu1= 31111' LB Punching shear stress: vu1= - 9 PSI Allowable punching shear stress: vc1=. 200 PSI Beam. shear stress calculations: Beam shear. Vu2= 0 'LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= - 100 PSI . Bending Requirements: Factored moment: Mu= 0825 IN -LB ' Nominal moment strength: Mn=. 93600 IN -LB Square Footing Design (94 UBC (91 NDS) j Ver. V4051796 Byy: CCA', Anderson Engineering, Consultants on: 05-18-1999 Project: GALLI -Location: 28" SQ. = WORST CASE - RBM #7 = Summary:'. Size: 2.33 FT x 2.33 FT x 16.00 IN . >. Reinforcement: #4.BARS @ 10.00•IN O C-.E/W Or (3) #4 BARS'E/W Footing'L'oads: • Live Load: PL= • 1785 LB' .. Dead Load: ,` PD 2375 LB .: Total Load. PT4160 LB Ultimate factored load: Pu . 6380 LB Footing Properties: t 'Allowable soil bearing 'pressure-,Qs="1000' .. PSF- Effective soil bearing pressure Qe 800 PSF Concrete. compressive strength F'c=. 2500 PSV. Reinforcing steel yield strength: Fr 40000 PSI- - Concrete .reinforcement cover: c=. 3.00 IN Selected Size:. 9 . Length: L= 2.33, FT Width: W= 2.33. FT Area: q= 5:43 SF • : Ultimate bearing pressure: Qu= : 1171 , PSF. Column Base Dimensions: Length: 1= 4.00 ' IN Width:: w= 4.00 IN - Footing Size Selection: . Required footing area: Areq= 5.2 SF. ^, Minimum footing size required Lreq= 2.28 FT . • Footing depth based on shear stresses: Selected footing depth. Effective steel depth: D= d= 16.00 12.25 IN. IN Punching Stress Calculations: Critical perimeter. _ Bo= ' 65.00 IN 'Punching shear Vui=. 4211 LB ". Punching shear stress: ....,: vu1= 6 PSI Allowable punching shear stress: vc1= 200 PSI, t Beam shear stress calculations: Beam shear: Vu2= 0' LB . Beam shear stress: vu2= .: ...._ _ . -: 0 : PSI. Allowable beam shear stress: vc2=. 100 PSI Bending Requirements: Factored, moment: Mu= 18322 .IN -LB . Concrete compressive block depth: a=. 0.02 IN .. Minimum. Steel Requirements: ; Steel required based on moment: 7 As 1 = 0.02 IN2/FT - Minimum code required reinforcement:_ As�2;= 0.02 IN2/FT Controlling reinforcing steel: As regd= 0.02 IN2/FT Selected reinforcement: #4 BARS @ 10.00 IN.,O.C. = As= 0.24 IN2/FT April 22, 1999 Michael Galli, 307 W. 12th Ave. Chico, Ca. 95926 Assessor Parcel Number: 042-670-006 Building Permit Number: 99-0725 utte Count& L A N D O F NATURAL WEALTH A N D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans_, specifications and calculations as follows: Quiliding The recorded map for the subdivision has set a minimum elevation for the finish floor of any i -AN D in this subdivision. The minimum elevation,is 165. Provide a flood elevation certificate 1J�1/• which shows the building meets this requirement. 2. Provide a complete lateral analysis of this building. Braced wall panels in locations shown do not adequately meet code. 3. Provide gravity load calcs for interior beams supporting the roof. Remove optional size beams from plans where more than one beam is called out. 4. Provide gravity load calcs on 16 foot garage door header. 5. North arrow shown on floor plan is inconsistant with plot plan. Revise. rovide a current list oJatory measures two sets]. Provide a set of manufacturer's specifications showing AFUE of .92 for the gas furnace. 7. Show attic access on the plans If you have questions about any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday,through Friday. Sincerely, Martha Whitney Plans Examiner April 8, 1999 `�- Michael Galli 307 W. 12th Avenue Chico, Ca. 95926 LAND. OFNATURAL. WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530).538-7541 FAX: (530) 538-2140 Assessor Parcel Number: 042-670-006 -Building Permit Number: 99-0725 The above referenced building plans were reviewed by this office. Please respond in writing to . each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1�. Regarding recorded map Land Development must approve and record change to map before issuance of building permit. 2. Plans have been sent out for.lateral.and. structural review. I will contact you if there are any questions regarding.this review. 3. Item 3 to be addressed during above noted review. 4. ,Item 4 to be addressed during above noted review. 5. North arrow revision complete. 6. Regarding mandatory measures list: New energy calcs were submitted but mandatory measures check list was again missing from the calcs. ,Energy calcs have not been planchecked and will not be until all items have been recieved. Provide two sets of current mandatory measures. 7. Attic access noted. .If you have questions about any requirements, you. may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p. in., Monday through Friday. Sincerely, Martha Whitney Plans Examiner -.,,;! r'� tJ. .moi' 1-^.: �• ;j 1; �,: },- \'f ,�`q - ,'•} :.A`,.,� ; � 1, � l � _ .FIRST, CHECK (�ElOWalOnly) -. COUNTY OF,Bu to , - - \ } Appl..No 99;0725 _LRZA 98015:012 >Re`; Occupancy, Groups) t ')_R-3; U-1 1 Type of\Construction.: °,' V -N: 4. ✓'t rStories: - ; One `Bulid! ng,Area'(sq ft,.):,'- ,- ` .,,3140 �•;•, _ r .� '`I / J A. For your. convenience, tlie`;following'comments are referred to the:1.995 California Building �• F` < ^ 'r Code (i.e., 1994: UBC; et�al,, as amended by the State of. Califomia)f,unlesS otherwise ..noted.. �B.,�Please respond in writing f6, each comment- by marking the. attached;•comment'list or L • ,icreating a 'response letter; ' Judicate, which detail, specification; or calculafiort shows 'the. requested information:. Your�complete and clear responses willexpedite'the r`e; check�and y' hopefully,' approvabof this project: , Thank you foryour assistance. C. Please be sure 'to includes on, the resubmittal ' the engineer`s "wet" stamp, signature, `J' registration'number and'expiration date'on all`sheets of plans depicting structural designed f elements and cover sheets of calculations. UBC 106.3.2 \ a STRUCTURAL COMMENTS:, ..., �� t'1 '•.•`T F� - �' c };. < , `1t l' 1. 1' •i, . Provide a -copy of, the' calculations which` ;havFe', been stamped byyy.the• engineer who" . prepared them: 2 Provide minimum reinforcement�in-footings or des{gn-.the,footins using, `gthe provisions�of !. . U- BC section 1923.'-\: • \ 1 ' 1 " .. Y \ J -3.'l Specify'the welded wire„fabric reinforcement,to be used,in the concrete slab on grade.. r7 v, 4. ” The -height of! tkie house exceeds `15 feet; therefore' use thea ro riate Ce factors when po P y , ' calculating the wind'' loads; revise the lateral calculations as'required.' r \ .' , n. - r ., •• ; J; '..` \ (• `I �^ 5 The diagram _on 'page'l ; oftythe calculations.!. showls. double: ceiling joists being -used as f _ collectors/chords at`lines 2 and 6, provide calculations to Verify ;that the ceiling ts- - " adequate for.the_drag loads as,shown on' pager4 of'the calculations..lnclude-dead joaJ� andaxial loads in: ;the' calculation and, use ant appropriate,.unbraced length for ,the foists Y , when checking-the'compression: ,, 'I t '-r--/. • � •\ - 111. P l \. , ,. 6. Provide details: showing how. the double ceiling' joist collectors •'noted above ,are to be { �- connected to the roof diaphragm to -transfer the-late'ral loads. 7` Roof dead loads,are to b' adjusted"for"roof slope, verify�if the"15 psf roof dead load shown, ; on page 1 of the caIcu ' ons: has beenfadjusted.for the'roofslope. i / a r �h��-`. � h, iJti t •�. /� \ � ��'. `i�- .� ,., Y.. :+`S+4y s- r/ 8. Specify 'the 'roof diaphragm sheathing and nailing on the, plans Specify if blocking is required,.in the diaphragm construction- :j \ �. ,•. lr' < 9.•: y Provide calculations for posts which are� shown Fon the plans. Also specify the 'post. ba_ se land beard to column connections to be,used on the'pl6,ns'.> i .. _ � !, /_. .' l •b .. � � . 'F / _•%.,, � •, ,r ' . . gr� -J Loy r 1�y ell, A IJ LOSS Vol IS., ­0 � iA' k 15 ".,j )iX as Mo Ah :l i({ it flwn-w KT X- ✓WHO ;3t. WA y" a J- 0 Q4 low 1 M f AW "'vr 74: tZ" q 1w o Sil Q 1) O 17 a Any a Ir Y '0K*j na Or RUS jj Nov If, , ,4 0�4 T, )Ir• !,A s 1'ti4 fir.1, ANY W A-a—M K 7( q 'L, C C-1 S` J -r)- Tir/ ?'�1 �1` �T k��,. Sr .r !`•jr' 1 `Z`t �'� ;ti{ 1 J� .i ^�� A'� ),,.41 '.` aw 0 Q.1 l '� ���v�� `t- '✓' f v`�v '� �' _��'.,j�' \i �• ,•y' rte... V I J K June'9; X1999'' / �� `v`� µ�" ��r , a\`J FIRST CI�ECK (Flet ncal Un1Y) = COUNITY. OF Butte f `� Appl. No. 99=0725 C �w ', < r ^� / � R �'� { •,�fr � ' ti , � ,. , ` } ' , I'� � n. ��,:; �' `-y ' f '�r,. 'LPZA98015 012 �� ", f ; ' '", ,' •y"q\ 4!�-1 , r� ., C'-� Page. i ,y•�,'_1A'�V. ,. 10 The calculations on: pages,2'and 3 show,the anchor bolts'at^the hold downs at,shear wall\ ' lines 2, '3.`arid-4 require ".,and ;20";of embedment:; The footings are aypically ;18'; deep, r r _ Y crevise jlie footings as, required. , ;Also' verify;that there is adequate jdead load. available lat - \ ri the'footings,to-resist,the high uplift;loads at�the holdowns on-line's �2, 3 and}4. el �� < �� � rj 11'. Show holdowns at'both ends'of •the shear wall at\the nght_end fof. shear wall line`2 - � T � i 1. — \ �`, - ,4 .,.J .' `_..• \_ `, ', _ J Irv.. 'T� l, 1\ ,` ` r 12.,. The calculation foe- shearkwall�line 4 asshown on page,3'of the calculations does tl 5 " } I ',Tnot appear to be' correct,''the .h'eight of the)'walls''should Abe 9'-0" • at' the shear `wall- on' .the; ' v right side of the double:garage' door andJapproximately 10' 0" of the shear walls fjeside`the •single garage door, please revisela's required I \. .', / t -I Y, 5 13 ` Specifyon the'' drawingsithat`the plywood shear wall,sheathing' is ,to�be installed with; :face grain perpendicular to the grain since-ifappea�s,that` the all owablershear;values used",'." have'been increased per,UBC table 23-1-K 1,-,footnote 4r ' Y '• :J i�j ',�', l - �- 1 , I ,. J" \'t`,��Cr ,' ( ` l � !�•'n ', •r ) ( 1 L.4 r r` l Provide.chord/drag force calculations for ;the`diaphragm, provideidetails;'as requiredifor the . `->`+ '\ chordsat the perimeter,top wall plates: Also�clarify how,the chords°are to be continuous ate? y �j !� 4locationsiwhere the�walls.are off set (r a ;`theltiey windows) , ` l l'• -Amend 06hn , to include dbt6ils'46t shear 4'r6nsfer_fromI VV �the�roof �diaphragmz,and into�tFie walls and foundation. < J,.I iI� !, �,,,•� ,:t , �r i .-c \r •',/\ I, �-.. �'_ ,• s �, i'i; ./� \' �ty , J I r 16: _Provide�:calculations /fob. the janclior bolts , \Also,apecify, the -embedment of ,the typicali s; anchor bolts.-,pt the-bottom. sill plates \ '_ �' �� F = '- j ' I„� "J T.�'/ '�`- �; j �'.; •� 4•; � '• .), •. j \, t ' 91,1 % ' j�; i:'�� .i�>, :•} —� 17. Specify the head'*- ver,the•double garage door.: 18. • (; Provide calculations-or the over'the single garage --'door. l 19;',-, Deflectirl on criteria for the''tieam design in, the' calculations shows `that the deflection �critena �? R,used. was U240�for� ive,-load and' .U180 for toter load, 'this-isaless .than required per UBC, f 4tablef&b revise'calculationsas`required to conform with table-1'6-D .' `� 20 Y,6The ;roof�``framing>�shown on �sh�eet\ 3 , is not, conventional framing, provide, complete 7,1 s . c, A r, calculationsrand)detaifs for the\ roof. Rbmirig "Show locations ofall.blracing'and�supports on;', ✓ _'�` \ tithe Ian - Trovide'details'showin ,how all-bracin .and su oris aiFe to'b'e connected. If the_ "J', I •r—f 1�„ (p �. i u � -+- 'r � 11 g�! !g+ v Pp ;' ! ) F roof is to bei carpenter built trusses as :shown ;in section ^B-BI on sheet' 2 provide', ;calculations; showing, how\'all force's are' resolved, including the' horizontal thrust ;loads Since this roof is fairly. complex it;may,;be: betterYto use a more conventional p si and bea �systeml. to `support t.jhe, roof joists or even'a pre-manufactured truss system r i, 7 ;' F, - 7 cYr `• `-'J- G\�r � , \, J' \ a� .. t. ti• l -) f. }•./� _ ti ' i 21"-,-, At several locations cripple walls. are shown on the roof framing'plar%on sh/eet 3;�clanfy ,how the cnpple�,wall.are to be supported �,� �Rrovide framing clips at:,the rafter: to�top wall plate: ash required for the" out of plane wally. f loads�r X11'1 t �r, /!. 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Z�- ` � J J `-.� �_r_-.. ,"t : ! \,;" L�•.j> ( 1 7 / ~' 7-�^/rte\ 1-; it4 j J `i �` 1� s `L /'� `L.j?'�1 i `�( `� . �d.. �ll� . • �I r. J 1 / -, June 9, 4999 �' y y ' ��� FIRSTCHECK'(Elecc rieal Only)'- COUNTY OF Butte. ,y'F' - 'Appl.vNb. LPDA 98015 012 \ �_ ` J, - _ "1J��� 5j�, -h rh (G✓r\- � I .. �, r',p �,r (J ' h'` .` 'i \ > _,�� i l I \(.Pa @.4 -i 24'. ;r:r: P,rovide calculations_for studsor-trimmers at sides�of;opernngs on the eenor'walls. <Show ; size'and number of tiimmers� on the framing,plan's.� �r V. � ����``� � t-�ir,�. � � .T�li ,� 1 t�, rvl ��'C• ���.•. 7 r' l-• r �'i c � S. - { >•.) e`\'µ1 � ' s If you have any questions regarding the above comments; please.,contact Roger' PetersonforY ' �I Su2anne Ramirez at (,9:16)725-4200 between 8:00 AM. to 5.'00-P M 'M-F � � \tet , � ,�� ! ' � •_„- I ��� !, � � . c :- ( 1 G �, . < u �. \ \ Cr r,%d .l. 41r 'r\;�� { (� �I. 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S_.Chief Building Offciaf `� ( ��; _.�� yj ' '�C1ounty bf Butte A. .� ! �� , ,a COUntyFCentef�Dr� ,_ ��' '�� �� ( ��,• Y ,, \y "/�.�� �� _ - v - Oroville, (,AY 6d%6-3 - Phone.(530) 538 7541 -,�Y a\ ;r�, 1r _� ,T t n ; L� Fax,(530);53&2140 \� t t _ Re•v« -,.Plan Review: Galli Rdsiden6d - New SFD StructuraOnly), Address�464 Woodmont ' J! `\C E z�Dear MrJ'Vieira: ;�i •,T 'rt -( �j�''\\< J� tSI y ,fir %T 1� '. �, •- ✓\%(� S, .��•� �• � ��� d --/ ,. �i �, „�\ �-,Lr _ 1'�j,,. i � . i;,,, �> Linhart�Petersen Powers Asso fate's (LP?A) has' completed`a structural review of fhe ,following r a y L r -�documentS�.<° `l,( r� r_�� `.V. '�� _<`�• t� _Z r.�,-r• „ �' of ✓. .,� b ��� �` - }�� �' �����` ��.J' r � ,��� \! \ y�, ,� f 1 , ' , � �"' �• �� � r.. Y,..� _ "' •1', i S t �_i � .�, _ , � ' �' >>.11 Plans One (•10.copy sheet 1 through 4''dated September 24; 19981by Bob Metzger,^` \>�1 1 ti / ✓ � f �,. � �`� � �•).-� A �l� / �` •�� ti.�, t l,.A� , �/-. A �.l � 1 ! ���1 �� r 't (1/�'�((r�x- r .��r r � ''1! � _ (��. '� � �{ � ! r� 4y� r '\ ; •' � i\ 1 1 �• � � j lk� . ��, �J .� \ r� 6 t � l '• 2 "Strucfural'Calculations .0 n-!- copy_d'ated May 14,-11999-by-GregoryA:`(Peitz; � � �V Architect., rsJ,l x I ! i1 r^ �-� 1 • 1 . r / .! - ✓ ) f / ( 1 �- .-yam. x J , ( F r c -P i.. �- { � >.. � 1, tY WeJhave reviewed the, , ove documents .for,structural� conformance to the �1�995 edition of the California;,B�uildin Code i 6 , state�amended •1'994: UBC) Our comments are on the ,list -numbered according to the first plan review: Enclosed;are,theiabovefreference documentsr`Please,submit(an itemized-respo.nse,,'letter`and f. I rr two-(2)Isets oPrevised,documents w/ith, all revisions clouded! 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N��'• ,. ��' ',: Eat& LAND OF NATURAL WEALTH AND BEAUTY BUILDINGS DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE- OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541, FAX:_ (530) 538-2140 June 14, 1999 Michael Galli 307 W. 12th Avenue Chico, Ca. 95926 ; Assessor Parcel Number: 042-670-006 Building Permit Number: 99-0725 The above referenced building plans were reviewed by this office. Please .respond in writing to each comment by creating a response letter. Indicate which detail, specification,, or calculation shows the requested information. Your ,complete and clear responses will°expedite the re -check and approval -of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature,' registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications -and calculations, as ;follows: I., Enclosed is a copy of your plan check list for structural design: Plans, can be picked Win the Oroville office for revisions. If you have questions about any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00.p.m., Monday through Friday: Sincerely, Martha Whitney Plans Examiner Id�rth�tar. �� ENGINEERING Civil Engineers • Planners • Surveyors May 21, 1999 Mr. Stu Edell COUNTY OF BUTTE - LAND DEVELOPMENT 7 County Center Drive Oroville, CA 95965 Re: Orchard House Estates Subdivision Dear Mr. Edell: Please find enclosed a certificate of correction for the subject project. These corrections have to do with setting minimum elevations to insure construction out of the FEMA special, flood hazard zone. As you are aware, FEMA has revised their maps. This revision resulted in a "Zone X" designation for the Orchard House Estates Subdivision. As such we would like to eliminate the requirement for minimum elevations and the corresponding Flood Certificates at the time of building. I have spoken with Mr. Mike Vierra regarding this issue and he suggested this remedy. I trust that the attached should solve this concern. Should you have any questions, or wish to discuss the matter further, please contact this office. Sincerely, NORTHSTAR ENGINEERING Pita James A. Stevens, PLS cc: Mike Vierra ` � � ""Ira 20 DECLARATION DRIVE CHICO,'CAOFORNIA 95973 530-893-1600 FAX -893-2113 RECER/ED MAY 2 4 1999 COUNTY OF BUTTE LQ DEVELOPMENT DIV RECORDING REQUESTED `BY. James A. Stevens pp (Engineer or Surveyor) AFTER RECORDING RETURN T0: BUTTE COUNTY PUBLIC WORKS. LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 WHEN RECORDED. FILE WITH MAP LISTED BELOW. SPACE ABOVE THIS LINE FOR RECORDER'S USE: CERTIFICATE OF CORRECTION : COUNTY OF BUTTE )ss. STATE OF CALIFORNIA. ) James A. Stevens , Being duly sworn,, deposes and says: (Name of Engineer or Surveyor) That the following corrections or additions to the. map of Orchar F House Estates St.ibd s; nn Phase II as filed.in Book 118 at Page(S) 50-52 of -in the office of the Recorder, are ma es ccordance with Section 66469 through 66472.1 of the Subdivision Map Act::�5�,0 SI vAGF� 1. Eliminate Note #3 on sheet 3 --of 3. �' V 2. Eliminate "area subject to innundation...". ' nature of EKgineer or Surveyor AXP. "30rO0 R.C.E No. L.S No. .6050 kp No. 6050 TF OF CAO y Certificate of County Surveyor: Listed below are the present fee owners of property affected by the correction or addition: This is to certify the above certificate of correction has. been City of Chico Community Development..Department-Building Division 411 -Main .Street,,,2nd floor/P.O. Box 3420, Chino CA,95927 BUSINESS PHONEe' 916/895-4891, INSPECTION REQUEST, PHONE: 916/895-4898(24 Hour Recorder) • CITYorCHICO„ 'ACTI"VITY/ BUILD ING'*PERMIT ,09=01054 INC 1e7: ,NO BUILDING. INFORMATION 'Pro j ect Address; s 864 WOODMONT COURT r APN:'::042-6.70 0067000 Lot Number;2 Subdivision:OACHARDHOUSE � t Zoning R 1 � f Scope of Work:ON,--SITE SEWER .CONNECTION(NEW SBWER`,USE),'. Occupant: COUNTY: PROPERTY { OWNER'S NAME;:AND-ADDRESS APPLICANTS'S'NAME'AND,ADDRESS Name: `MIRE GALLI .. Names MIKE -GALLI . +, Address s: 307 WEST 12TH AVE .Address:. 307'WEST 12TH AVE CHICO CA •95926 Zips CHICO CA 95926 Phone • No . , , �. ; Phone No. t , CONTRACTOR'=INFORMATION'::'.. 'ARCHIT$CT/DESIGNER INFORMATION: Name;:.' i Address: ." �,• _ Addresssa a Sip: Zi :. ?. p Phone No. Phone No r St. Lics } St. Lic: ' CONTACT•PERSON.INFORMATION ..:-.>`.. ENGINEER INFORMATION Names' :. Name: `Address: Address: ;.Zi it"Zip: P. y Phone No. Phone:No St. Lic: j P/E/M FEES SUMMARY' .' ::y<": TOTAL .FEE SUMMARY: TOTAL PLUMBING FEES..: 30:00 TOTAL FEES -.DUE: 1697,7.6 TOTAL ELECTRICAL P'SBS:.. - 00 PAID......'.. .;.'s• 1 697 76_, TOTAL MECHANICAL PEES: .` :00 BALANCE' DUE... Comments: App Date: 06/0$/,1999 ';Coast Typer PEM._ MP. No: Received By: .TP Issue -Dates 06/08/1999 Total Sq: Pt:' No. Stories: Approved By: _ ..:.Units: 001 Buildin Use: q Values ;7.00' Use/Var `} ' S I(�NATURS i "DATE:, EXPIRATION INFORMATION Every permit issued.liy the Building Officfat, urider the provisions of, Code shall -.expire by'limitation . and become null and void if the building or work -author ized., by such permit'is.not commenced within'180 days,. om the:.date_of`such . permit, or if the building or work -is authorized by, such! permit. Is suspended or abandoned at 'ahy time After the 'work is commenced . for a•period of,180•days. Work, shall be;consi.dered abandoned if an inspection has not been -:recorded within 186 days s CITY OF CHICO CA BBCBIPT Receipt Numbers.REC16650 Amount: x''1,697.16 06/08/99,14: 11 '. Payment Methods CRiS32 Notation: SBSER COMSCTION• Iait:.JP --- -- ---------------------------------------------------- Permits 99-01054Types BUILD' Building Permit " kk Parcel Nos 042-670-006-000 4 site Address: 864 WOODMONT COURT. Total Fees s 1;:697:76 This _ Pa - t '1,,697i76 Total ALL Pmts s °1,;697.76` Balance: .00 %�• -Account Code Description' Amount`. 862-000=40507 Plumbing Permit. 30.00 308-000-42419 ' TransFac/StrFacInspr' - 98.00 " 335-000-42420- .TransFac/Str1[aintEquip 7.3..00 -305-000-42421: TransFac/BikemayIsprove' 144.00 330-000-43413 Park'.Fees Community.,• :- 401.80 332-000=42413 .Park Fees'Bidmell 193.00 342-000-42413 Park Sone 'B hest. = 349.20'.4, 336-000-42431• Bldg&Equip/Admin B1dgFee 100'.00 .337-060-42433 -Bldg&Equip Fire Proteati. 338-000-42436 'Bldg Equip PoliceProtect 148.76 — -- — --- — -- 'Y: YC .l 1 — -- —l� �� y. '1� 3 � •d �^ » ; � y. F 4''•�ii'I1' . - _ Y �. tel•.• µg,y,�'s%n�}�k4�•�Y•(�'.;jLJu"�i'��Y4^''�y�'$4)r•Y•7/'�i`W"'yh,p/"'.'M,4Mwr,y{��ty�ry:�t�.,.�MN�4�'�•'F`�Q'p!"lfifhl`•W'istk"h'jAaL�T'`�..1�"'i,�Yc`j�^'u"v�W*r1'�y,j/�N.ys'ii riK"�.r✓.^i`i'""';'•y,+... ,�. .r d. +' BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) C.� I School District �,�/ �1 (j`�� -�- Building Department A.P._Number l/!� :.,00 awl Jurisdiction City- ITCounty Property h 6r CMme . C, 4L; 6 l -'Lt, -7 Property Locaton/Address � A9'nodrrvvlf O�� Subdivision l yCr- Lot'No. .. ....... ................. Residential Development y Q' Sq, Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) ' Units' Installation Conversion Permit # '(No foundationinspection) :.....:................................................................................ ..... CommeraaUlndustrial' 3 Sq? Footage - New Addition (Including Exterior .. Roofed Areas) Building Department Represent ati'g Y Date ' (City) has complied with the1reegquirremments.of Resolution No. representing �1 —1 l./ square feet -f drr ► .r School ,District Representative' Paid by Check 11 Remarks: (State)(Zip Code) "1 V by payment of AB 2926 $ FULL MITIGATION : 1 ` Date Nodce: 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 prohibilt . a you from challenging the imposition of the fees' in any court action. v If, •subsequent to the Schod District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is ` . notified by the applicable Local Planning.Agency ttiat this; project Is being reviewed.under ,the Cillf"i Environmental &i ity Act ICEGA). F this project may be subject to additionai school-fees.to fully mitigatelts,impact•ori.the,school district's schools:: White (applicant), -Yellow (building deparfinent) Pink'Ischool;district)` „y4�� feetorrnxlslto�9eldmm tro- fJ t9 U � , Y Y � ' j t � f p L t f V j� 2ily?� J4.* 15@ NCir hj `T�tF: Eeti[�1�d� -.r�u c_ ,i-" NO. 31Z P02' ENGINEERING Civil Engineers • Planners Surveyors Par s; "May. 21,, log() ;,`COUNTY OF BUTTE — LAND DEVELOPMENT I p� 7 Coffin q! Center Drive Orova�l:e, CA 95965 j, i", Re Orchard House Estates Subdivision / Dear, Mr. Edell:0� T?lease find enclosed a certificate of correction fat the subjectrojeC� 9/ These corrections have to do w�,th. setting rriinirxnutn;elevations;to°»14re'' construction out of the FEMA special. flood ha2ar ard zone. ,As you e`' aware,, FEMA has revised their maps. This revision resulte, in a "Zone :X'.' designation for the Orchard House Estates Su.b.eliysian; As such we would like to eliminate the requirement for mini�ura elevations and the corresporiding Flood. C rtifl.cAtes at�the time of`buiidzn . I have spoken with Mr. Mike Vicrra regarding this issue and he .,suggested this remedy. I trust that the attached should solve this concern. Should you have any questions or wish, to discus the matter x farther Tease contact this, office Sincerely;' NORT14STAR ENGINEERING wk 7rRf1IdRJG•8341�a D�314258 N0RT-8.1 REICORDING REQUESTED BY James' A,. Stevens -- -- {Engineer or Surveyor) :AFTER -hECOP'DING RETURN TO; E3UTTE. COUNTY PUBLIC WORKS LAN o�VE�OPMENT DIVISION / 7 County Center Drive Orovilfe, CA 95965 WN FJECORC)Ep FILE WITH -MAP LISTED BELOW SPACE ABOVE THiS LINE FOR •REGDROER'S IJS,E 4<,fY y + I #t CERTIFICATE 0F CORRE1C�R� ' COUNTY OF BUTTE )Ss. STATS 0'F CALIFORNIA ) '.$eing� du►y sworn', deposes a�dsays� -• -James A:,• Stevens;, "(N 'ryie of Engineer or Surveyor) T{hat ctie following carreGtions or additions to the map,•af: Ouch rd use .psr' as fiied.iR Sook, 118 at PaNg.{s) 5002 in the. office of.the Re.corder,, are madb by me to d of"cJance v'llth� •. eetlar� 66466 through 664472 1 of the Subdivision ivia 7l rateVote #3 on sheep 3 of 3': 2 El ' -- nate "a�.';ea sub�eet ko z.i7zlund t bt�, . ' t Signature df E'ry�neer or 5�urveyor . E No. : k L ..S I ci. 66-5) ertiticate of. Coun v $i�ryevor Listed below are the presentltt,46 awrrer of gape ty „ affect6d-by,'thy c'oerectiantldf* n . This is 10'' d"ertify the above,,. ti h ce'�ti iC to -6i correction has en pvineld for Compliari e with Section 1 66471 of th,e Subdivision Mali Act. County Surveyor 'p'CTJ c=1 p 11 me;ld -1440 191981 `` L A N D' 'VO F J4 T U R A`L W .E A L T H' A N D . B E-A U T`Y April ��2�1999 _ t`. �n'"7•`�AS�r•Xt i� f. ^fid „l,yi -l. - 5. s .BUILDING G DIVISION N '$� { DEPARTMENT OF DEVELOPMENT. SERVICES Michael Galli 7 COUNTY CENTER DRIVE. OROVILLE, CALIFORNIA 95965-3397 307; W. ;12th`.AVe. TELEPHONE: (530) 538-7541 ...` ' FAX: , (530) 538-2140' f Chico; Ca.- 95926 Assessor Parcel Number: 042-670-006 Y r Building Permit Number: 99-0725 The above referenced building plans were reviewed by this office. Please;respond in writing to each comment by creating a response letter. Indicate. which detail, specification, or calculation 'shows the.requested information. Your complete and clear responses will expedite the re=check and•approval of this project. Please be -sure to include -on the resubmittal the,,engineer's "wet stamp, signature, registration number and expiration date on all sheets of plans depicting'the ' designed elements and cover sheets. of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: aM The recorded map for the subdivision has set a_minimum elevation for the finish floor of any 3'� 'Guilding in this subdivision. The minimum elevation is. 1.65. Provide a flood elevation,:certificate' ,which shows the building meets this requirement. 2. Provide a complete lateral analysis of this building. -Braced `wall, panels inlocationsshown do :not,adequately meet code. .3. Provide gravity load'calcs for interior beams supporting the roof.' Remove optional. size beams 'from plans where more than one beam is called out. 4.: Providegravity joad talcs on 16 foot garage door header. 5 `. North -arrow shown on floor plan is inconsistant with`plot°plan. Revise. 6. Provide a current list of mandatory measures [two. sets]. -Provide a set of manufacturer's s` ecifications showing: AFUE of .92; for the gas furnace 7 'Show -attic -access on the plans If you have.questions,about any requirements; you may contact -me at (530).53.8 -7541 -between the.hours of 1:00 p:m.: and Monday' through Friday.; Si 'cerely,; r, Martha rtney, =Plans xaininer'r N CHICO, CALIFORNIA 95973 530-893-1600. FAX -893 -?i13 �Si21%39 NO. -313. 14:58 NORTHSTAR ENGINEERING 4 8941523 ` UO3 D NG IF EQUESTEa RECORBY James A. Stevens (Engineer or Surveyor) AGER pECORDIN13 RETURN.TO; BUTTE C VELoPMENTIQIVI3 0 WORKS . LAND DE -. 7 County Center Drive OrOvIlie, CA 95865 WHEN RECORDED EILt WITH MAP LISTED BELOW'' SPACE ABOVE :THIS LINE FOR RECORDER'S USE, CERTIFICATE OF CpRREC'f10N COUNTY of -BUTTE ?ss. STATE OF CALIFORNIA 1 Being duly sworn, deposes and says: James A. Stevens - ineer or Surveyor) (Name of Eng following corrections or additions to the. map of or�haxct'- House. That the fo 118 , at page(s) 50-52 Phase Ih , , a$ filed,in Book in the'office of the Recorder., are made by me in accordance with of Act: Section 66469.through 66472.1; of::the Subdivision Map' 1. E11mi.nateNote #3 on sheet 3 of 3. . Z. E1�.inate Ilaxea subject to inaundation..." Signature of..E,n9ineer or Surveyor. R,C.E No. L.S No. 6050 r. Listed below are the present fee owners of property I affected by the correction or addition: This is to certify the iboVe has been, certificate of correction examined for compliance with Section 66471..of the Subdivision Map Act.., County Surveyor R,C.E. No. 19,7 .W�snla;m.kid 1446 ieiee) GREGORY 'A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 Structural.. Calculations For:. AR v<1�60RY 4. FF�� la No.. C 21283 REN. OF C A\ BUTTE COUtJT`t BUILDIPI(3 DEPARTMENT ,APPROVED GC4 m SHEARWALL : SCHEDULE " MARK: ; SHEATHING NALING ANCHOR SHEAR, TRANSFER 0. WOOD FLOOR . SOLE PLATE : , . do GABLE END ,` 3/$".• CDX PLYWOOD 8d ®: 2' O.C. EN. & I/?" DIA. ; x 10" .:. 'G A3..4:CLtPS- 16d.,® 2" 0 C: O2 OR, 0.5.D. OR' 12' O.C. FN. 3 AB.16' 6-C ` -' ®. 6"` 0 C 5/8' TI—II SIDING SEE NOTE 2 BELOW , 3/8' COX PLYWOOD 8d 0 3" O.C. EN.. & 1/2' DIA. x 10" A34 CLIPS.16d'*3' 0 8', O.C. O.C. OOR O.S.B. OR 12'. O.C. FN.. AB. 0 24".O.C. 5/8+ TI-11 SIDING , 3/8' COX PLYWOOD 8d. ®4", 0 C EN; & 1/2" DIA: 'z 10" ' A34'"'CLIPS '10' O.0 16d 0 4'. 0 C O OR_O.S.B. OR 12' OC.FN. 0.32" O.C.'. 5/8.' T 1— I I SIDING 7-/8" STUCCO' _ N0: II`GAGE I I/?" I/2' M. x 10". - AB.. 0 48' O.C. A34 CLIPS ®24' O.0 16d '-0 6' O.C. 5 OUNBLOCKED. LONG, - 7/16' HEAD '. OR NO. 16 GAGE :• STAPLE. 7/8" LEGS 0 6' . O.C.. 3/8' _COX PLYWOOD 8d 06' O.C. EN. & 1/2' M. x 10" A34 CLIPS 0 16" O.0 16d 0 6" O.C. OOR OR 12" O.C. FN. AB. 0 48" O.C. 5/8' T I-11 SIDING I/2' GYPSUM BOARD 5d COOLERS' 0 7" 1/2' DIA, x 10" A34 CLIPS . 16d 0 12" O.C.- GI O.C. ALL STUDS, AD.'* 48' O.C. 0 24' O.0. TOP & BOTTOM PLATES 5/16' HARDIPANEI: NO. 11 GAGE x 1.5' 1/2' DIA. x 10' A34 CLIPS 0 12' O.0 16d'-@ 3' O.C. Q3 LONG GALVANIZED . AB. 0.24o O.C.. ROOF NAZI. 3' O.C. E.N. _6" O.C. FIELD 5%f6' HARD�ANEI NO. II .GAGE x 1.5" I/2' DIA, x 10" A34 CLIPS -. - ,16d 0* 4' O:C. Q4 LONG• GALVANIZED AB. 0 32' O.G. 0 16" O.0 ROOF NAIL 4" O.C. . E.N.. 12" O.C. FIELD 5/16' HARDIPANEL NO. I I GAGE x 1.5" 1/2" DIA. x 10' 'Q A34 CLIPS 018' O.C., 16d 0 6' O.C. , ' LONG, GALVANIZED AB,48" O.C.. ROOF,,'NAIL 6' O.C. E.N. 12" O.C. FIELD NOTES-ii., WHERE PLYWOODOR OSB ARE APPLIED TO BOTH SIDES .OF A WALL AND NAIL. SPACING IS LESS THAN 6' O.C. ON EITHER SIDE, FRAMING SHALL BE 3X OR THICKER AND NALS ON EACH SIDE SHALL BE STAGGERED. ALSO,. ANCHOR BOLT AND SHEAR TRANSFER CLIP SPACING_ SHALL BE REDUCED BY ONE HALF THE DISTANCE INDICATED- IN THE TABLE.. ;` r 2. FRAMING ' AT PANEL EDGES SHALL BE 3X OR WIDER AND NAILS SHALL BE STACCEREP; WHERE NALS ARE SPACED 2" 1O.C.. 3: SHEAR PANEL. EXTENDS FROM FOUNDATION SILL TO ROOF DIAPHRAGM. 4. ALL EDCES TO BE BLOCKED. (U.N.O.) 5 . NAILNG p BASED 'ON .131 —NAL. 9 10d, . o (X) INDICATES SIMPSON FLOOR TO FLOOR TIE 0 4X. :(X) ;:•x INDICATES SMSON HPAHO OR' PAH12 STRAP AT 4X. Y , . � (X) ". • WDICAtES SIMPSON HD AT 4X.` ..COTE (X), It�ICATES SIZE .0R TYPE, IE, : =22 INDICATES AN NPAHD22. ALL 'SHALL BE `PLACED AT EACH END! OF PANEL AND INSTALLED .HOLDO�VNS PER. MANUFACTURER'S-SPECIFICATIONS At, EACH NOLOOWN, WCREASE FOOLING TO EMBED DEPtH PLUS 3", WHEN REQUIRED. m �Kd�rc°°c �°o3taceutocq �jocrauftaa�ta /1,11, Project:Job No. 91 Sheet of Designed By: Checked By: Date: 57 Flumwood Court Chico, CA 95928 Bus / FAX (530) 343-0500 lProject: CZA-r-��' Job No. 29039 Sheet 2 of Designed by: DEQ Checked by: 57 Flumwood Court Chico, CA 95928 Pate: , 14- 5 2 T4 F- A -i)" Per:. -- 0 -At 4- - L_ Y bu5 / FAX (550) 545-0500 lq!PAF w lFroject': Job No. 1317103l Sheet . ---Z- of Designed By: Checked by: Date: M� 7-7 L 74- J T M 's sbz 1� L V J-1 7- -r X71 I It7 Z,T�7 : - 3 �. + i� L i _{' 3 L, S %-zS s)�'� , S(�9 13'u- t-1- , , 1 , 4 -4- -,L- T -1 LT)'JL _L_�_j!_!_44- t L r _ •..f._.. I a..!. _ _ L —± 'l� ST J� _xc C2 A L; _TTI__ TF 171 rili-t-i—ar I 57 FlumwooJ Court Chico, CA 95928 t3u5 FAX (530) 345-0500 Tj 77' t 7-1 7-7 L 74- J T M 's sbz 1� L V J-1 7- -r X71 I It7 Z,T�7 : - 3 �. + i� L i _{' 3 L, S %-zS s)�'� , S(�9 13'u- t-1- , , 1 , 4 -4- -,L- T -1 LT)'JL _L_�_j!_!_44- t L r _ •..f._.. I a..!. _ _ L —± 'l� ST J� _xc C2 A L; _TTI__ TF 171 rili-t-i—ar I 57 FlumwooJ Court Chico, CA 95928 t3u5 FAX (530) 345-0500 /J yo�t ��y'�rze�uc� l%°tiQ�cQtacst,� T Project: Job No. X40 31 Sheet of Designed By: Checked By: Date: _ - - - - T�_I ' F�W4 ,._..7,.S- �. r .; ,- - J 44—. � t 1 I ••S,.W. L�tJed, �. �.. _. _ -�+ i � (r, +-+- - - it i 1 1 I �E,ri .. ! . t _ �_ _ J ,....y } ..-`���_�_ • -L-4-4 G7 l �! L' 1, II ..e 1iZ1 .( HI - � � 1 ' ....if 1 Z' L7 I -+- �Il i_! i._ j.8'j r, _-j --t-- � �1- I i � 't -T, q� 1•. : --t-- �-�r� �i ... 1 3 _ .'"�3b _2 4ol.C. _ -?--Z,�li� { - - C�. _r'l! I' r _i LJ/ S--+� *, i - • t '' _ }-� ILL 1 + .�.. 5 i (/J ♦ L+��.L ' � -1 i r � —J-- T ._� � -j !�J i L.1 � i �. _ � 1 I.. 1 i. i_.. _; y _..� 3z zs44 s: 1 t r i i ;...,.. •.r. _.. Y..r...,,.1-..,! .1 � �.�......,._, ' � 1235 —y-, � I ._.i— + s_.1...+..��.. �..' �.. 1 rc //--����-� T 1 1-�- L � J � _. •---. � .d. 1--- - x 1. .. ; t .{ Ll 1 i y t ry i- / -I- . i� \ ►:�'j I �� t i �:_; � T ! i I � _I 1 __ � 4. (_I � � I � -}-� 1 1 rl i 1 ' � T • i � ; i � �_ � rI ,, 1 � T' 1 57 Plumwood Court Chico, CA 95928 13u5 /FAX (550) 543-0500 Roof Beam[ 94 UBC (91 NDS) ] Vera V4051796 By: CCA, Anderson Engineering Consultants on: 05-18-1999 Project: GALLI - Location: RBM #1 - LIVING ROOM Summary: 5.25 IN x.9.50 IN x 17.0 FT / 2.0E WS Parallam - TRUS JOIST -MACMILLAN Section Adequate By: 50.1% Controlling Factor: Moment of Inertia /Depth Required 8.30 In Deflections: Dead Load: DLD= 0.41 IN Live Load: LLD= 0.34 1N = U599 Total Load: TLD= 0.75 " IN = L/270 Reactions (Each End): Live Load: RL= 1156 LB Dead Load: RD= 1406 LB Total Load: RT= 2562 LB Bearing Length Reqd.: BL= 0.65 IN Beam Data: Span: L= 17.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 8.00 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Beam Loading: Live Load: LL= 16 PSF Roof Loaded Area: RLA= 145 SF Roof Live Load Method: 1 Side One: Roof Dead Load: DI -1 = 15 PSF Roof Rafter Tributary Width: TW1= 4.25 FT Side Two: Roof Dead Load: DL2= 15 PSF Roof Rafter Tributary Width: TW2= 4.25 FT Roof Duration Factor: Cd= 1.25 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 17.0 FT Beam Live Load W/ Slope Red'n: wL= 136 PLF Beam Self Weight: BSW= 12 PLF Beam Total Dead Load: wD= 165 PLF Total Maximum Load: WT= 301 PLF Controlling Total Design Load: wTcont= 301 PLF Properties For: 2.0E WS Parallam- TRUS JOIST -MACMILLAN Bending Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties: Fb' (Tension): Fb'= 3720 PSI Adjustment Factors: Cd=1.25 Cf --1.03 Fv': Fv'= 363 PSI Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 10887 FT -LB Shear (@ d from beam end): V= 2323 LB . Comparisons With Required Sections: Section Modulus: Sreq= 35.2 IN3 S= 78.9 IN3 Area: Areq= 9.7 IN2 A= 49.8 IN2 Moment of Inertia: Ireq= . 249.9 IN4 1= 375.1 IN4 Multi -Loaded. Beam[ 94 UBC (91 NDS) ] Ver. V4051796 By: CCA, Anderson EnWneering Consultants on: 05-18-1999 Project: GALLI - Location: RBM #2 - LIVING ROOM BAY HEADER Summary: 3.50 IN x 11.25 IN x 9.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 23.3% Controlling Factor: Section Modulus / Depth Required 10.13 In Deflections: Dead Load: DLD= 0.06 IN Live Load: LLD= 0.05 IN = L/2365 Total Load: TLD= 0.10 IN = U1045 End Reactions(Left Side): Live Load: RL1= 578 LB. Dead Load: RD1= 746 LB Total Load: RT1= 1324 LB End Reactions(Right Side): Live Load: RL2= 578 LB Dead Load: RD2= 746 LB Total Load: RT2= 1324 LB Bearing Length Regd.(Left) : BL1= 0.61 IN Bearing Length Regd.(Right): BL2= 0.61 IN Beam Data: Span: L= 9.0 FT Maximum Unbraced Span: Lu= 9.0 FT Live Load Duration Factor: Cd= 1.25 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Uniform Load: Live Load: wL= 0 PLF Dead Load: wD= 0 PLF Beam Self Weight: BSW= 10 PLF Total Load: WT= 10 PLF Concentrated Load P1: Live Load: PL1= 1156 LB Dead Load: PD1= 1406 LB Total Load: PTI= 2562 LB Location: X1= 4.5 FT Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1175 PSI Adjustment Factors: Cd=1.25 CI=0.98 Cf=1.10 Fv': Fv'= 119 PSI Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 5861 FT -LB 4.5 FT From Left Support Shear (@ d from beam end): V= 1315 LB Comparisons With Required Sections: Section Modulus: Sreq= 59.9 IN3 S= 73.8 IN3 Area: Areq= 16.7 IN2 A= 39.3 IN2 Moment of Inertia: Ireq= 71.6 IN4 1= 415.2 IN4 Roof Beam[ 94 UBC (91 NDS) j Ver. V4051796 By: CCA, Anderson Engineering Consultants on: 05-18-1999 Project: GALLI - Location: RBM #3 - MASTER BATH Summary: 3.50 IN x 11.25 IN x 11.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 97.5% Controlling Factor: Section Modulus / Depth Required 8.00 In Deflections: Dead Load: DLD= 0.07 IN Live Load: LLD= 0.06 IN = L/2377 Total Load: TLD= 0.12 IN = U1075 Reactions (Each End): Live Load: RL= 616 LB Dead Load: RD= 747 LB Total Load: RT= 1363 LB Bearing Length Reqd.: BL= 0.62 IN Beam Data: Span: L= 11.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 8.00 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Beam Loading: Live Load: LL= 16 PSF Roof Loaded Area: RLA= 77 SF Roof Live Load Method: 1 Side One: Roof Dead Load: DL1= 15 PSF Roof Rafter Tributary Width: TW1= 6.0 FT Side Two: Roof Dead Load: DL2= 15 PSF Roof Rafter Tributary Width: TW2= 1.0 FT Roof Duration Factor: Cd= 1.25 • Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 11.0 FT Beam Live Load W/ Slope Red'n: wL= 112 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: wD= 136 PLF Total Maximum Load: WT= 248 PLF Controlling Total Design Load: wTcont= 248 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending.Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1203 PSI Adjustment Factors: Cd=1.25 Cf --1.10 Fv': Fv'= 119 PSI Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 3747 FT -LB Shear (@ d from beam end): V= 1130 LB Comparisons With Required Sections: Section Modulus: Sreq= 37.4 IN3 S= 73.8 IN3 Area: Areq= 14.3 IN2 A= 39.3 IN2 Moment of Inertia: Ireq= 69.6 IN4 1= 415.2 IN4 Roof Beam[ 94 UBC (91 NDS) ] Ver. V4051796 By: CCA, Anderson Engineering Consultants on: 05-18-1999 Project: GALLI - Location: RBM #4 - FAMILY,ROOM Summary: 5.25 IN x 11.875 IN x 23.0 FT / 2.0E WS Parallam - TRUS JOIST -MACMILLAN Section Adequate By: 6.4% Controlling Factor: Moment of Inertia/ Depth Required 11.63 In Deflections: Dead Load: DLD= 0.84 IN Live Load: LLD= 0.60 IN = U459 Total Load: TLD= 1.44 IN = U191 Reactions (Each End): Live Load: RL= 1610 LB Dead Load: RD= 2247 LB Total Load: RT= 3857 LB Bearing Length Regd.: BL= 0.98 IN Beam Data: Span: L= 23.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 8.00 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Beam Loading: Live Load: LL= 14 PSF Roof Loaded Area: RLA= 230 SF Roof Live Load Method: 1 Side One: Roof Dead Load: DL1= 15 PSF Roof Rafter Tributary Width: TW1= 5.0 FT, Side Two: Roof Dead Load: DL2= 15 PSF Roof Rafter Tributary Width: TW2= 5.0 FT Roof Duration Factor: Cd= 1.25 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 23.0 FT Beam Live Load W/ Slope Red'n: wL= 140 PLF Beam Self Weight: BSW= 15 PLF Beam Total Dead Load: wD= 195 PLF Total Maximum Load: WT= 335 PLF Controlling Total Design Load: wTcont= 335 PLF Properties For: 2.0E WS Parallam- TRUS JOIST -MACMILLAN Bending Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties: Fb' (Tension): Fb'= 3629 PSI Adjustment Factors: Cd=1.25 Cf,--1.00Fv': Fv'= 363 PSI Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 22180 FT -LB Shear (@ d from beam end): V= 3526 LB Comparisons With Required Sections: Section Modulus: Sreq= 73.4 IN3 S= 123.3 IN3 Area: Areq= 14.6 IN2 A= 62.3 IN2 Moment of Inertia: Ire= 688.7 IN4 I732.6 IN4 Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: IN 0.10 IN 0.09 , IN = U1206 0.19 IN = U558 1008 LB 1171 LB 2179 LB 1.00 IN 9.0 FT 0.0 FT 8.00 :12 240 180- 16 PSF 126 SF 15 PSF 4.0 FT 15 PSF 10.0 FT 1.25 9.0 FT 224 PLF 8 PLF 260 PLF 484 PLF 484 PLF 875 PSI 95 PSI 1600000 PSI 625 PSI 1313 PSI 119 PSI. M= 4903 Roof Beam[ 94 UBC (91 NDS) ] Ver. V4051796 By: CCA , Anderson Engineering Consultants on: 05-18-1999 Project: GALLI - Location: RBM #5 - ENTRY / FAMILY RM HEADER LB Summary: 44.9 3.50 IN x 9.25 IN x 9.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use S= Section Adequate By: 11.3% Controlling Factor: Section Modulus / Depth Required 8.77 In . Deflections: Areq= Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): I N4 Live Load: RL= Dead Load: RD= Total Load: RT= Bearing Length Reqd.: BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: L/ Beam Loading: Live Load: LL= Roof Loaded Area: RLA= Roof Live Load Method: 1 Side One: Roof Dead Load: DL1= Roof Rafter Tributary Width: TW1=' Side Two: Roof Dead Load: DL2= Roof Rafter Tributary Width: TW2= Roof Duration Factor: Cd= Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= Beam Live Load W/ Slope Red'n: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: WT= Controlling Total Design Load: wTcont= Properties For' #2- DOUGLAS FIR -LARCH Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd=1.25 Cf=1.20 Fv': Fv'= Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: IN 0.10 IN 0.09 , IN = U1206 0.19 IN = U558 1008 LB 1171 LB 2179 LB 1.00 IN 9.0 FT 0.0 FT 8.00 :12 240 180- 16 PSF 126 SF 15 PSF 4.0 FT 15 PSF 10.0 FT 1.25 9.0 FT 224 PLF 8 PLF 260 PLF 484 PLF 484 PLF 875 PSI 95 PSI 1600000 PSI 625 PSI 1313 PSI 119 PSI. M= 4903 FT -LB V= 1806 LB Sreq= 44.9 IN3 S= 49.9 IN3 Areq= 22.9 IN2 A= 32.3 IN2 I req= 74.5 I N4 1= 230.8 IN4 Roof Beam[ 94 UBC (91 NDS) ] Ver. V4051796 t O By: CCA, Anderson Engineering Project:, GALLI - Location: RBM #6 - KITCHEN / NOOK Consultants on: 05-18-1999 Summary: 3.50 IN x 13.25 IN x 13.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 14.6% Controlling Factor: Section Modulus / Depth Required 12.38 In Deflections: Dead Load: DLD= 0.12 IN Live Load: LLD= 0.10 IN = U1497 Total Load: TLD= 0.23 IN = U683 Reactions (Each End): Live Load: RL= 1144 LB Dead Load: RD= 1362 LB Total Load: RT= 2506 LB Bearing Length Reqd.: BL= 1.15 IN Beam Data: Span: L= 13.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 8.00 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Beam Loading: Live Load: LL= 16 PSF Roof Loaded Area: RLA= 143 SF Roof Live Load Method: 1 Side One: Roof Dead Load: DL1= 15 PSF Roof Rafter Tributary Width: TW1= 5.0 FT Side Two: Roof Dead Load: DL2= 15 PSF Roof Rafter Tributary Width: TW2= 6.0 FT Roof Duration Factor: Cd= 1.25 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 13.0 FT Beam Live Load W/ Slope Red'n: wL= 176 PLF Beam Self Weight: BSW= 11 PLF Beam Total Dead Load: wD= 210 PLF Total Maximum Load: WT= 386 PLF Controlling Total Design Load: wTcont= 386 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1094 PSI Adjustment Factors: Cd=1.25 Cf --1.00 Fv': Fv'= 119 PSI Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 8145 FT -LB Shear (@ d from beam end): V= 2081 LB Comparisons With Required Sections: Section Modulus: Sreq= 89.4 IN3 S= 102.4 IN3 Area: Areq= 26.3 IN2 A= 46.3 IN2 Moment of Inertia: Ireq= 178.7 IN4 1= 678.4 IN4 tiYdT6 73,E �►>�Q3t�T�o� rok lZ-Z , 01- 3`/ew��,�Y8 Z,o U ? 0V- Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.25 Fv': Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Fcrp _p= Fb'= Fv'= 0.31 IN 0.24 IN = 1-1766 0.55 IN = U329 1785 LB 2375 LB 4160 LB. 2.05 IN 0.47 IN 15.0 FT 0.0 FT 8.00 :12 240 180 1.5 X DLD 14 PSF 255 SF 15 PSF 7.0 FT 15 PSF 10.0 FT 1.25 15.0 FT 238 PLF 10 PLF 317 PLF 555 PLF 555 PLF 2400 PSI 190 PSI 1800000 PSI 1600000 PSI 650 PSI 3000 PSI 238 PSI M= -n FT -LB Roof Beam[ 94 UBC (91 NDS) j Ver. V4051796 By: CCA, Anderson Engineering Consultants on: 05-18-1999 Project: GALLI - Location: RBM #7 - GARAGE Sreq= Summary: IN3 3.125 IN x 13.50 IN x 15.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 52.1% Controlling Factor: Section Modulus / Depth Required 11.05 In Deflections: 22.4 Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): 1= Live Load: RL= Dead Load: RD= Total Load: RT= Bearing Length Reqd.: BL= Camber Reqd.: C= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Camber Adjustment Factor: CAF= Beam Loading: Live Load: LL= Roof Loaded Area: RLA= Roof Live Load Method: 1 Side One: Roof Dead Load: DL1= Roof Rafter Tributary Width: TW1= Side Two: Roof Dead Load: DL2= Roof Rafter Tributary Width: TW2= Roof Duration Factor: Cd= Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= Beam Live Load W/ Slope Red'n: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: WT= Controlling Total Design Load: wTcont= Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: Ex= Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.25 Fv': Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Fcrp _p= Fb'= Fv'= 0.31 IN 0.24 IN = 1-1766 0.55 IN = U329 1785 LB 2375 LB 4160 LB. 2.05 IN 0.47 IN 15.0 FT 0.0 FT 8.00 :12 240 180 1.5 X DLD 14 PSF 255 SF 15 PSF 7.0 FT 15 PSF 10.0 FT 1.25 15.0 FT 238 PLF 10 PLF 317 PLF 555 PLF 555 PLF 2400 PSI 190 PSI 1800000 PSI 1600000 PSI 650 PSI 3000 PSI 238 PSI M= 15602 FT -LB V= 3536 LB Sreq= 62.5 IN3 S= 94.9 IN3 Areq= 22.4 IN2 A= 42.1 IN2 I req= 351.1 I N4 1= 640.7 I N4 Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.25 Fv': Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Ey= Fc_perp= Fb'= Fv'= rz_ 0.38 IN 0.32 IN = U599 0.70 IN = L/275 1408 LB 1659 LB 3067 LB 1.51 IN 0.57 IN 16.0 FT 0.0 FT 8.00 :12 240 180 1.5 X DLD 16 PSF 176 SF 15 PSF 9.0 FT 15 PSF 2.0 FT 1.25 16.0 FT 176 PLF 9 PLF 207 PLF 383 PLF 383 PLF 2400 PSI 190 PSI 1800000 PSI 1600000 PSI 650 PSI 3000 PSI 238 PSI M= 12269 Roof Beam[ 94 UBC (91 NDS) j Ver. V4051796 By: CCA, Anderson Engineering Consultants on: 05-18-1999 Project: GALLI - Location: RBM #8 - GARAGE HEADER LB Summary: 49.1 3.125 IN x 12.00 IN x 16.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 52.8% Controlling Factor: Section Modulus / Depth Required 10.42 In Deflections: IN3 Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): 294.5 Live Load: RL= Dead Load: RD= Total Load: RT= Bearing Length Reqd.: BL= Camber Reqd.: C= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Camber Adjustment Factor: CAF= Beam Loading: Live Load: LL= Roof Loaded Area: RLA= Roof Live Load Method: 1 Side One: Roof Dead Load: DLI= Roof Rafter Tributary Width: TW1= Side Two: Roof Dead Load: DL2= Roof Rafter Tributary Width: TW2= Roof Duration Factor: Cd= Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= Beam Live Load W/ Slope. Red'n: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: WT= Controlling Total Design Load: wTcont= Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: Ex= Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.25 Fv': Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Ey= Fc_perp= Fb'= Fv'= rz_ 0.38 IN 0.32 IN = U599 0.70 IN = L/275 1408 LB 1659 LB 3067 LB 1.51 IN 0.57 IN 16.0 FT 0.0 FT 8.00 :12 240 180 1.5 X DLD 16 PSF 176 SF 15 PSF 9.0 FT 15 PSF 2.0 FT 1.25 16.0 FT 176 PLF 9 PLF 207 PLF 383 PLF 383 PLF 2400 PSI 190 PSI 1800000 PSI 1600000 PSI 650 PSI 3000 PSI 238 PSI M= 12269 FT -LB V= 2684 LB Sreq= 49.1 IN3 S= 75.0 IN3 Areq= 17.0 IN2 A= 37.5 IN2 I req= 294.5 I N4 1= 450.0 IN4 3 Square Footing Design11 UBC (91 NDS) ] Ver. V4051796 By: CCA , Anderson Engineering Consultants on: 05=18-1999 Project: GALLI - Location: 22" SQ. - WORST CASE - RBM #1 Summary: Size: 1.83 FT x 1.83 FT x 16.00 IN ` Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 1156 LB Dead Load: PD= 1406 LB Total Load: PT= 2562 LB Ultimate factored load: Pu= 3934 LB Footing Properties: Allowable soil bearing pressure: Qs= 1000 PSF Effective soil bearing pressure: Qe= 800 PSF Concrete compressive strength: _ F'c= 2500 PSI Selected Size: Length: L= 1.83 FT Width: W= 1.83 FT Area:, A= 3.35 SF Ultimate bearing pressure: Qu= 1175 PSF Column Base Dimensions: Length: 1= 4.00 IN Width: w= 4.00 IN Footing Size Selection: Required footing area: Areq= 3.2 SF Minimum footing size required: Lreq= 1.79 FT Footing depth based on shear stresses: Selected footing depth: D= 16.00 IN Punching Stress Calculations: Critical perimeter: Bo= 72.00 IN Punching shear: Vu1= 1291 LB Punching shear stress: vu1= 2 PSI Allowable punching shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 100 PSI Bending Requirements: Factored moment: Mu= 7222 IN-LB Nominal moment strength: Mn= 152256 IN-LB 1408 LB 1659 LB 3067 LB 4716 LB 1000 PSF 850 PSF 2500 PSI 2.0 FT 2.0 FT 4.0 SF 1179 PSF 4.00 IN 4.00 IN 3.61 SF 1.9 FT . 12.00 IN 56.00 IN 3111 LB 9 PSI 200 PSI 0 LB 0 PSI 100 PSI 9825 IN -LB 93600 IN -LB Square Footing Design (94 UBC (91 NDS) j Ver. V4051796 By: CCA, Anderson Engineering Consultants on: 05-18-1999 Project: GALLI - Location: 24" SQ. - WORST CASE - RBM #8 Summary: Size: 2.0 FT x 2.0 FT x 12.00 IN Footing has been designed without reinforcement. Footing Loads: Live Load: PL= Dead Load: PD= Total Load: PT= Ultimate factored load: Pu= Footing Properties: Allowable soil bearing pressure: Qs= Effective soil bearing pressure: Qe= Concrete compressive strength: F'& Selected Size: Length: L= Width: W= Area: A= Ultimate bearing pressure: Qu= Column Base Dimensions: Length: 1= Width: w= Footing Size Selection: Required footing area: Areq= Minimum footing size required: Lreq= Footing depth based on shear stresses: Selected footing depth: D= Punching Stress Calculations: Critical perimeter: Bo= Punching shear: Vu1= Punching shear stress: vu1= Allowable punching shear stress: vc1= Beam shear stress calculations: Beam shear: Vu2= Beam shear stress: vu2= Allowable beam shear stress: vc2= Bending Requirements: Factored moment: Mu= Nominal moment strength: Mn= 1408 LB 1659 LB 3067 LB 4716 LB 1000 PSF 850 PSF 2500 PSI 2.0 FT 2.0 FT 4.0 SF 1179 PSF 4.00 IN 4.00 IN 3.61 SF 1.9 FT . 12.00 IN 56.00 IN 3111 LB 9 PSI 200 PSI 0 LB 0 PSI 100 PSI 9825 IN -LB 93600 IN -LB Square Footing Design [ 94 UBC (91 NDS) ] Ver. V4051796 By: CCA, Anderson Engineering Consultants on: 05-18-1999 Project: GALLI - Location: 28" SQ. - WORST CASE - RBM #7 Summary: Size: 2.33 FT x 2.33 FT x 16.00 IN Reinforcement: #4 BARS @ 10.00 IN O.C. E/W Or (3) #4 BARS E/W Footing Loads: Live Load: PL= 1785 LB Dead Load: PD= 2375 LB Total Load: PT= 4160 LB Ultimate factored load: Pu= 6360 LB Footing Properties: Allowable soil bearing pressure: Qs= 1000 PSF Effective soil bearing pressure: Qe= 800 PSF Concrete compressive strength: F'c= 2500 PSI Reinforcing steel yield strength: Fy= 40000 PSI Concrete reinforcement cover: c= 3.00 IN Selected Size: Length: L= 2.33 FT Width: W= 2.33 FT Area: A= 5.43 SF Ultimate bearing pressure: Qu= 1171 PSF Column Base Dimensions: Length: 1= 4.00 IN Width: w= 4.00 IN Footing Size Selection: Required footing area: Areq= 5.2 SF Minimum footing size required: Lreq= 2.28 FT Footing depth based on shear stresses: Selected footing depth: D= 16.00 IN Effective steel depth:. d= 12.25 IN Punching Stress Calculations: Critical perimeter: Bo= 65.00 IN Punching shear: Vu1= 4211 LB Punching shear stress: vu1= 6 PSI Allowable punching shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 100 PSI Bending Requirements: Factored moment: Mu= 16322 IN -LB Concrete compressive block depth: a= 0.02 IN Minimum Steel Requirements: Steel required based on moment: As(1)= 0.02 IN2/FT Minimum code required reinforcement: As(2)= 0.02 IN2/FT Controlling reinforcing steel: As reqd= 0.02 IN2/FT Selected reinforcement: #4 BARS @ 10.00 IN. O.C. As= 0.24 IN2/FT 0 U,9 2836 LB 181 LB 3017 LB 2836 LB 1 LB 2837 LB 25.6 FT 1.0 25.6 FT 12.75 FT 0.00 IN 0.00 IN 1300 PSI Column[ 97 UBC (91 NDS) ] Ver. V4051796 By: CCA , Anderson Engineering Consultants on: 06-23-1999 Project: GALLI - Location: S.W. LINE DRAG STRUT PSI Summary: PSI 3.50 x 7.25 x 25.6 FT / #2 - DOUGLAS FIR -LARCH - Dry Use PSI Section Adequate By: 54.1 % PSI Base Reactions: PSI Live: RL= Dead: RD= Total: RT= Axial Loads: IN Live Loads: PL= Dead Loads: PD= Total Loads: PT= Column Data: IN3 Length: L= Column End Condition: Ke= Maximum Unbraced Length (X Axis): Lx= Maximum Unbraced Length (Y Axis): Ly= Eccentricity (X Axis): ex= Eccentricity (Y Axis): ey= Column Design Stresses: Compressive Stress: Fc= Modulus of Elasticity: E_ Bending Stress (X Axis): Fbx= Bendin.9 Stress (Y Axis): Fby= Adjusted Properties: Fbx': Fbx'= Adjustment Factors: Cd=1.33 Cf--1.30 Fby': Fby'= Adjustment Factors: Cd=1.33 Cf --1.30 Cfu=1.05 Fc'(parallel): Fc'_parl= , Adjustment Factors: Cd=1.33 Cf=1.05 Cp=0.13 Controlling Direction: Compressive Stress: fc= Allowable Compressive Stress: Fc'= Column Properties: Column Section (X Axis): dx= Column Section (Y Axis): dy= Area: A= Section Modulus (X Axis): Sx= Section Modulus (Y Axis): Sy= Length Depth Ratio: Lex/dx= Ley/dy= Column Bending Calculations: Combined Stress Factor: CSF= 0 U,9 2836 LB 181 LB 3017 LB 2836 LB 1 LB 2837 LB 25.6 FT 1.0 25.6 FT 12.75 FT 0.00 IN 0.00 IN 1300 PSI 1600000 PSI 875 PSI 875 PSI 1513 PSI 1589 PSI 244 PSI Axis)112 PSI 244 PSI. 7.25 IN 3.50 IN 25.38 IN2 30.7 IN3 14.8 IN3 42.4 43.7 M rA I D Project: -! - Job No. �D�'9 Sheet Z_ of Designed By: Checked By: 57 Flumwood Court Chico, CA 95928 ' Du5 / FAX (550) 545-0500 Res'd eiitia OF COMPLIANCE_ Page 1. _ CERTIFICATE _ - -= = - - - - �- 7 _ Run 713 May 99' Project Title GALLI 314Ow,:(BASE CASE) _06 : - GALLI `314Ow (BASE :'CASE) `Project ,Address ;LOT 2;' WOODMOUNT CRT•: CHI'CO, CA-. '95926' Building_ Title.. GALLI ":3lA0w' (BASE' CASE) Build' g 'Permit..# -72 S7 'Document Author: BOB�METZGER O.D.S. 865-9688 pi heck to Telephone<: -530=.342-9688 or -.Compliance Method y LALRES2 Version Fiel Check / Date Climate' Zone ---------- GENERAL.INFORMATION GENERAL Conditioned. Floor Are 3140 SFD ft2. Single Family Detached Building Type: Building Front Orientation:- 270 deg (West) Number of-Dwelling Units:. -1_.00 on grade ,',Fl oor:Construction-Type:_ Slab -BUILDING SHELL INSULATION Component Insul Assembly. _ R- value' ' Location/Comm------------- __ Location/Comments, Type--- -U_value - -- --- -- Wall, --------, 17 0.063 Outside----- Floor .0 0.722 Grade Floor 0 0.295 Grade: Ceiling 38 0.025 0 0.330 Attic_ Unconditioned Door Wall 13 0.088 Unconditioned Slab Perimeter 0 0.900 Outside Slab Perimeter 0 0.720 0 0.550 Outside Unconditioned Slab Perimeter 0 0.500 Unconditioned Slab Perimeter FENESTRATION Area U-: `Interior, . . Exterior Overhang Frame Orientation __--- (.ft2) value Panes Shading--_ Shading--_ and Fins Type-__- Window West 83.8 0.490 2 Std Drape Bug Screen Overhang Vinyl Bug Screen Overhang Vinyl Window. North 76.5 0.490 2 21.3'0.470 2 Std Drape Std Drape -None -Overhang Vinyl Window North Window East 45.0 0.470 2 Std Drape None Overhang Vinyl Window East 137.0 0.490 2 Std Drape 'Bug Screen Overhang ;Vinyl Bug Screen Overhang Window South 37.0 0.490 2 52.2 0.500 2 Std-Drape None .Vinyl None Overhang WdDr/Div .Window South ­.Window West 14.8 0.470 2 Std Drape None Overhang Vinyl . WdDr/Div Window West 20.0 0.500 2' None None Overhang None Overhang WdDr/Div: Window North, 20.0 0.500 2 25..0 0.800 2 None No None None Vinyl Skylight c . y t�� f CERTIFICATE OFS�COMPLIANCE =Residential .' Page'2 Project Title: 3.140w : (BASE CASE) _.;5� ' " „'Run ; 713 06 =May=99 •-------------- - --� - -- --- - ------ ------ -- THERMAL MASS. •�, Area Thick: t Type Exposed? (.ft2) ;_ --==----- ---- - =- (in). Location/Comments Floor Yes 5.58 0 - -- -- - 3:5 Grade - --- -- - --- Floor No 2582 .3:5' Grade Intmassl Yes 13.3.0 1.0 Interior.. 1ntmassI .Yps45•.'0. 40 -Itnerior HVAC .SYSTEMS . Duct.Location = TYPe- -------------------------- :Efficiency `. ' and f value ----------" Furnace ------------- 0.92 AFUE Attic.. R-4..2 Air,-,cond.-,- central split*'10.00 SEER Attic R-4:2 , :. WATER' HEATING SYSTEMS ` Distrib Water Water # of.Energy volume Wrap , System Name - Type Heater'Name Heater Type Htrs Factor (gal) R-val :,•. 40GALW/H Standard 40W/H ------------ ----.- Storage gas 1 0.61 40 0 .50GALW/H'- Standard 50W/H Storage gas 1 0.60 50.• 0 .WATER HEATING SYSTEMS.MISC Solar savings' Solar system. Wood stove Wood".stove System Name fraction type,, boiler? -,boiler pump? _.. 40GALW/H - -----No ----- .-------- --- ,- NO 5.OG4LW/H -- _- - No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value' (Btuh)'.. 40W/H 76$ -- 35.00 ---__-- ---__-- •---__- ; 50W/H 76$ -- 40.00.. .HYDRONIC DISTRIBUTION AND TERMINALS., i Pipe 'Pipe :°Insul .Irisul System/Name Type Number run (ft) diam -- (in), thck' • (in) • : R -,value. None ----------------- ------- - ------ '-E C ' , s • 't� � i! V . `rte, Y SSG'' U U °CERTI'-FICATE`OF: Residential Page. 3 CF ARtbmPLIAN E Project Title GALLI 3140w (BASE CASE) Run - 713` " ;° 06-May 99 3--------- SPECIAL FEATURE&. REMARKS, ,,_AND NOTES 1 ,Zone. ' LVG.AREA' has. non standard internal ' gai1Theo standard-Ivalue-for this zone is` 3'4939 Btu`jday 2. Zorie '' B/R.AREA'"-.-has ' non standard '.internal� gain of 42'575 Btu/day. The standard .value for, this ..zone.-ds 3216:1 Btu/day: _COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance• specifications- needed, to .comply, with the `Energy- Standards in Title. 24, Parts 1 :and.,6,.of the California Code of Regulations, and the Administrative regulations, to jTplement them. This. certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted :for a single-,bu•lding plan to be built in multiple orientations, any shading feature-that.is varied is indicated-in the Special Features, Remarks, and Notes Section." DESIGNER:OR OWNER DOCUMENTATION.AUTHOR MICHAEL GALLI BOB'METZGER O.D.S. BOB iMETZGER O.D.S 307-W.-12th AVE: 2231 ST. GEORGE LN. 470 CHICO, CA. 95926 CHICO,.CA. 95926 5307342-9688 or 865-9688 I,ic - # Signed - Date Signed Date ENFORCEMENT'AGENCY Name: Title: Agency: Telephone: Signed .: Date tou k M w .{3 COMPUTER METHOD SUMMARY~ - 42R }1C b ,Page - " Prod dc t Title.: GALLI 3140w (BASE CASE )' n' - s Run -rj713 = n 06 'May 99 Project Address LOT 2;`WOODMOUNT CRT GALLI3140w `(BASE CASE) . CHICO,CA-.95926 Buildn Title: "(BASE .= ,_. g ,`' GALLI *31'40w CASE) : Building°.Permit #; Document Author.. Bogg-METZGER O.D.S. -Telephone.,- 530-342-9688 or 865-9688 i - Plan ,Check' % Date Compliance Method:.':CALRES2 Version 1:31 ; Field Check /'Date :Climate Zone:° 11 -------------- ENERGY USE SUMMARY. (kBtu/ft2-yr) Energy Use Standard Design Proposed Design Space'Heating 17.97 13.51 Space'Cooling 10.82 11.98 Water Heating 8.32 9.91. ----------=----- Complies Total 37.11 35.40 Yes GENERAL INFORMATION - Conditioned Floor Area: 3140 ft2 .Building Type: SFD Single Family Detached Building Front Orientation: 270 deg (West) Number of Dwelling Units: •1.00. Number. of-Stories: 1 Floor Construction Type: Slab on grade ' Number.of Conditioned Zones:, .2 - .Total-Conditioned Volume: 31988-ft3 '"..Conditioned Footprint Area: 3140 ft2 - "Ground "Floor Area: _.3140 •ft2 'BUILDING ZONE ,INFORMATION Floor Vent ,Vent .Zone Area Volume Thermostat- Height :'.Area Name {ft2) (,ft3) T.YPe. Type (ft) (ft2) B/R.AREA 1505 14548 Conditioned CEC Standard 2'0" 15`4 LVG.AREA 1635 17440 .'' Conditioned CEC Standard. 20": OPAQUE.-SURFACES .: i Surface Area U- Insl Tru Slr Construction Type (ft2) value Rval.Azm Tlt Gns Type` Location/Comments Zone B/R.AREA- --.------------- -- ---- -- Wail_ -160.5 0.063 17,'.270 90 Yes W19'.EQ4 Outside W .all 639.2 0.063 17 0 90 Yes W19.EQ4 Outside Wall 17.0 0.063 17 45 .90 Yes W19.EQ4 Outside „` Wall :159.0 0.063 17 90 90 Y es W1 * E 9 4 'Outs id e Wall 17.0 0.063 17 135 90 Yes.Wl9.EQ4 Outside Wall 238.2 0.-063. 17 . 180 ' 90 Yes . W19 . EQ4 ,- OutsFide I; E P A , ,D �,V COMPUTER METHOD SUMMARY` Page U2 C 2R r. Pro ect Title : GALLI ,t3,14Ow ( BASE CASE) + Run < 713 06,=May-j9'9 --------------------------------------_---- — — — — -- --— -----------------_ __ _ ; OPAQUE SURFACES-, corm ibued ' Surface Area U- Insl Tru Slr Construction `'Type.... (f t2-) value .Rval., Azm ,Tlt Gns- Type Location%Comments - ------------.----- -,-- ------'--- --- - - -------------------------- Floor ----- - ---- - - Floor 223:0' -- 0 =-',180 No Slab140E Grade .-Floor 1282.0 -- f,D 180 ;,No Slab.140C Grade Ceiling 1505:00."025 38 - 0 Yes R38.2x4.24: Attic Zone LVG.A_REA Door 17:8 , 0.330` 0 ;''180 90. No 28x'68-Wood' ' Unconditioned Wall 204..-9 0.063 17 270 90 Yes W19.EQ4 Outside -Wall 40:0 0.063 : 17 4.5 -:90 Yes. W19.EQ4 . Outside, Wall -304:'0 0.063. 17. 90 90 Yes W19.gQ4 Outside- Wall 2'49':6 0.•0.63 17 " i'80' 90 Yes W19:EQ4' Outside, 'Wal l .4.86.4 2 :0 +088. 13.. ,'�_,180 90 No W13 2x4.16 Unconditioned Floor ;335.0' -=' 0 180 No Slabl40E Grade Floor., 3.1300.0. -- 0 180 No S1ab140C Grade "Ceiling 16.10.0 0.025 -38 .- -- 0 Yes R38.2x4.24' Attic' PERIMETER LOSSES Insul Perimeter- Length F2 Insul Depth Type. '(ft) Factor R-vat (in) Location/Comments =°B/R.`AREA-------------------- --- --- -- Zone, Exposed 181011 0.900 0 =0 Outside Covered 100'0" 0.720 0 0 Outside Zone n�LVG.AREA Exposed'• 1410"" 0."550 00 Unconditioned - Covered341011 0.500 0 0 Unconditioned :Exposed:' .. `28'On 0 0:900 0 Outside Covered 109'0"1 '0.720 0 .0 Outside FENESTRATION SURFACES*. Glazing Fenestration :Area Tru Open Frame Charactr Name--__-_-, -_- Type (ft2) Azm Tlt Type_'^ Type --_ Name-. --- Comments- -- - Zone = B/R.AREA -- ---. --- F31 Wind 52.5 270' 90 :Slider Vinyl'. OPER/std Lll. Wind 12.5 0 90 Slider Vinyl .OPER/std L12 Wind. 20.0 0. 90 .Slider Vinyl OPER/std L13 Wind 8.0. 0' 90 •Slider. Vinyl, OPER/std L14 Wind 20.0 6 90 Slider Vinyl. OPER/std L15. Wind 6.0 0 90 Slider Vinyl OPER/std • L16 Wind 7.1. 0 90 Fixed Vinyl FXD/std L17 Wind 14.2 0' 90 Fixed Vinyl FXD/std BL11- 'Wind 10.0 -,45, 90:-,Slider Vinyl OPER/std B11 `r, wind 20.'0 "90' - 90 "Fixed ..Vinyl •FXD/std B12 Wind 25.0 90 90 Fixed Vinyl FXD/std"A EA" APPROV ,_. -. .•.. :. ..�". : '- ' } i i `. � ',C.F �.. _; }t ..�-i ��•, _.:Yip y, r r„ COMPUTER METHOD SUMMARYPage .'3 1 C 2R Project Title:. GALLI 3140w (BASE CASE)'' --------------- Run: 71`3 06 May 199 ;. --------------- FENESTRATION SURFACES continued _Glazing °Fenestration Area Tru` `'Open. Frame Charactr Name' Type (ft2). Azm Tlt Type Type Name Comments BR11 Wind ' - 10-.--O';`135- : 90' Slider 'Vinyl OPER/std R11 Wind 15.0* .180 ;90 Slider Vinyl-` OPER/std R22FRCH Wind 17-.8 180` 90�Fixed WdDr/Div`_DOOR/std. Zone := LVG.AREA Wind 31.3 270 90 "Slider .Vinyl;:. OPER/std F21' Wind 5.3`270 90 Fixed Vinyl :FXD/std' F22 Wind 10''0 276 90 Fixed WdDr/Div DOOR/std, . F23 Wind' 5..'3 270:' 90 Fixed Vinyl FXD/std F24 Wind 4..3.•270 90 Fixed Vinyl FXDjstd.. BL21FRCH Wind 20.0 45 90 Fixed WdDr/Div. DOOR/std B21 Wind 24.0 90 90 Slider Vinyl OPER/std B22 Wind 24.0 90- 90 Slider Vinyl OPER/std B23 Wind 24:0 '90 90 Slider. Vinyl OPER/std B31; Wind 25.0 90 90 Slider Vinyl OPER/std - B32 Wind 30.0 90 90 Slider Vinyl OPER/std ;R31 Wind 12.0 180. 90 Slider Vinyl OPER/std R32FRCH Wind 17:8'180 90 Fixed WdDr/Div DOOR/std R33LDR Wind 16.7 180" 90 Fixed WdD'r/Div DOOR/std R34 _ Wind 10.0 180 90 Slider Vinyl OPER/std' SL1- Skyl 9.0• -- O.Fixed Vinyl DblSkylt .SL2 :, Skyl 16.0, -= 0 Fixed Vinyl,. ;• DblSkylt .GLAZING-CHARACTERISTICS., Glazing Charactr. Glazing #. of U- SC Gls Interior SC Int Exterior SC 'Ex't"- Name Type Panes.value Only Shade Type Shade Shade Type 'Shade- OPER/std Clear 2 0.490 0.880 Std Drape 0.780 Bug Screen. 0.870 FXD/std Clear 2 0.470 0.880 Std Drape 0.780 None . 1.000 DOOR/std Clear 2 0.500 0..880 None 1.000 -None 1.000 DblSkylt Clear 2 0.800 0.880_ None 1:000 None 1.000 _INTER-ZONE SURFACES - �'S.urface Area."' :':Insul Construction. Type F (ft2) U-value R-vat Type !'Comments • B/R.AREA/LVG.AREA - ----------- --- - - - - - - - - - - - - - - - - - - - -- -- -Wall 250.0 0.386 0' WO.2x4.16 IMTC CoulWf COMPUTER METHOD,. SUMMARY P,age 4 C -'2R` "Project: Title', `GALLI 3140w (BASE CASE) Run: 113 06 Ma -99 --- - __--------- a. -- -- -- -------------- -- ------- ------- ------- --- INTER' VENTILATION z- -. Vent/ High .. .. �.. Open Vent` Height -Vent Type' r. --------------------------- Area Area, Diff Comments ' B/R.AREA/LVG.AREA .. ----- ----- ------ ------------ ----- CEC Nonclosable.Opening, 35.,0 -- OVERHANGS Fenestration. a ----:------- ------= `Height --- - Above Left Right Name' Width Depth -Glazing Extension Extension Fli 613n 5, 0,,. ., 2 �1-------6„ ----13 011 ----1610., ' F21 6' 4'1 ' 10,E 8101, 11,011. 111,01, 61 211 •�,F22 •_ 6181.1 - 31011 ` 8 1 011 _- 3 1 411 131011 3101, � � -2 1 011 F23 61411 10" 8011 3,4,� 11 0„ ,1 61211 F24 1 1 511 31011 8 1.01, 111011 11 1 011 .4 1 011 . F31 =: - 8'.911 ;.: 6 1 011 1 1 611. 610,E 41611 .131011 L11 . 51011 2 1 611 2 1 011 11411. 47 , LV11 26101f L12 .. 4 1 0f1 51011 2 1 01 11 4n 391611 31' 61, L13 2101 41.011 2101' 1 , 41Y 33!611 381611 L14 4,0„ 51011„ 21,011 0,0,1 2516.11 4..51611 L15 - 31011 - 210”. :.2 , 0f, : 114"? 19' 611 54 1 6„ L16 - 11411 ; 51411 .21011 01.011 1316.,, '-57,211 L17' 51411 21811 •210" 1'41.1 716611 6511011 ' BL 11 51011 21..011;. ., 1,611_ 114,1 210.11 7'61' BL2IFRCH 6'8 ..3 1 0„ 2' 0" 1 1 411" 10 1 61i 01011 :... Bll ,0„ 51011 4x0It. 116t1 1,411 2.1161, 51011 B12 51011 5 1 011 1'611 1 1 411 81611 17 ; 0„ B21 61011 4101 171011 01011 2210" 1310" ; B22 610„ 4 1.On 17 101.1 0' 0"181 611 161611 B23 61011 . 41 011 17',0" 0'01' . 131 011 13101 22 1 011 B31 5 10.11 51011 11611 11411 `.- 231011 171011 B32 51011 61011 1 1 611 1 1 411 121011 271011 ; BR11: 51011 21011 11611 11411 21011. 91611 R11 . ` 510n 31011 21011 11411 8161 131611R22FRCH: 6'8i'" '2 18 11 2,011 11411 121611 9'10". R31 41011 31011 7 , 011 1 1 411 2316" 131011 R32FRCH 6 , 811. 2 1.8,1 71 0n 1 14 11 181611 181411 .' R33LDR 6", 8.11" 2#611 . 7.1011 ._. 114,11 1216111 241 611 4 1 011 2 1 611 -7:1011 1'411 5 `611 3116"- 1'6"FINS. FINS. Left Fin Right. Fin Fenestration -------------- Exten ------7--------------------- Dist ------------ EpTl=- t-- ------------ Fin Fin above to Fin FiUTI abb-EI� Name Height Width Depth Height - ' --- -- — -- glzng glzing Depth Hei ht 6tsGingxg'' l.zn lzin 9�g_ 9 -- ---- — -- -- --- — ---- _ . None _ _` _ COMPUTER METHOD SUMMARY �`_Page 5 C 2R �1< Pxo�'ect Title• GALLI �3140w;; (BASECASE),, Run: 713• 06-May-;99 THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name.; -------------- (ft2 ). ' (in) -----.---- . Cap . ivity : Type --- ------------ Rval Location/Comments"'_ ----' ' Zone = B/R.AREA --,--- - -------- - ------ ----- - • '- 4 .may ' fTMMI� LW 6u PY L YG C Y-fi �.��LL. *•. MF 1R.t t MANDATORY MEASURES CHECKLIST RESIDENTIAL Page. 1 �. ---------------- Project Title.. MASTER "PLAN Date.... .01/01/96` Project Address...;.... MASTER PLAN CHICO, CA. ' a :Documentation Author.... BOB METZGER 865-9688 ; Building Permit # Company................. BOB METZGER 0.D S - ' / ' .;. Telephone........:..... 865-9688, or .342-9688 Plan Check Date Compliance Method..:. �� ^�� 2 i�e�u�r ; Field Check/ Date ; Climate Zone... 11. : �PN I 1 �� 1 - - - - --- ----- -------------------------------------- — — — — --- -- —'. U .M 531 t,A- Lowrise residential buildings -subject to the Standards ,must contain these. measures regardless of ,`the compl-fiance approach used. Items marked with an" ,asterisk (*) may be superseded by more stringent compliance requirements .listed' "i on the Certificate of Compliance.- When this checkl'ist'is incorporated into the permit documents, the features noted shall be considered.by, all parties _as', binding minimum component performance specifications for the mandatory'measures: j whether they are shown elsewhere in the. documents or on this checklist'o y 4esMn- 71 BUILDING ENVELOPE MEASURES --------------- J nforce a•. e,r�men.. *.150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R-Value, *150(c): Minimum R-13 wall insulation Jn framed walls (does not apply to.exterior mass, walls).. *150(d): Minimum R-13 raised'floor insulation in framed floors; minimum R-8 in'concrete raised floors. {� 150(.i): 'Slab edge insulation --water absorption rate no greater than 0.3%,.water vapor transmission rate no greater than 2.0" perm/inch.- 118: Insulation specified or installed meets CEC quality .."..standards.:Indicate type and form. �s- t 116=17: `Fenestration `Products,'•Exteriorpoors and Infiltration/ exfiltration controls I a.'Doors"and Windows°between conditioned and unconditioned °"spaces designed to,'.limit;-air, 'eakage:" s b. Manufactured fenestration products have label with certified U-value,."and.irfiltration ;certification. c. Exterior doors a' windows weatherstripped; all joints' r �� ' and penetrations caulked and sealed. r- '; 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to _comply with Sec. 151 meets CEC quality standards. 150,(e)i Installation of Fireplaces, Decorative Gas Appliances and gas.logs j 1._:masonry -and factory-built fireplaces have: „ a. Closeable metal.,"or glass .door b. Outside air ,intake with "damper and .controlJ_ - - �� • - 1 .4. c.. Flue damper and. control - f 2. No continuous burnin as clots el'loWed , -burning p E10� IF APPLIES' GENERAL NOTES SHEET .E- 1; ALL,.PENETRA.TIONS THRU THE BUILDING• ENVELOPE (CLG: WALLS-AND " FLOORS)Ta U CAULKED,' SEALED OR WEATHER STRIPPED. .SHIM,SPACES AROUND;, EXTERIOR DOORS OF'THE,BUILDING ENVELOPE, TO BE INSULATED 2. ALL­ EXTERIOR:PANELS EDGES TO BE CAULKED,. 3. ANY '..ACCESSESS TO'ATTIC SPACE-OR.CRAWL SPACE FROM CONDITIONED SPACE TO BE:-FULLY :WEATHERSTRIPPED. 4. ;EXHAUST.' FANS,TO.HAVE',BACKDRAFT DAMPERS ' S F LRE .PLACES .y TO-HAVE,.- a) `0 . S COMBUSTABLE ,'A'I R TO F. P.' BOX W/' `MIN, DUCT -CROSS-SECTIONALINCHES. b): DAMPERS TO; . 'DUCT ,,AREA `OF. 6 SO ACCESSABLE FROM `INSIDE < F . P .: AREA '. c )' FLUE.-DAMPERI I GHT._F I TTI NG 8 READILY ACCESSABLE d) TIGHT.-FITTING F.P. DOORS`OR.HEAT CIRCULATING DEVICE. 6_ A/C DUCTS TO BE INSTALLED PER iali U.1M C: ,'8. INSULATED -(1 GAS EQUIP.) 8 (2" INSUL.-HEATPUMP EQUIP.) 15# DENSITY TYP. i:41 • 7 MAIN, LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT 6F t 4 r 40 LUMENS/WATTS OR GRATER r g . FAUCETS 8 SHOWER HEADS TO: BE 'WATER SAVING TYPE -8 CERTIFIED BY C .E g W.H. .TO HAVE. H I GHT PLATFORM.- 0 LATFORM 0 VENT THRU'. ROOF.. -: _. c) ADEQUATED'•CONBUSTABLE AIR VENTING_ _. R 4 I NSULAT I ON 5--0- T0.8 FROM ;UNCOND . , SPACE. e) R '1;'2 LNSULAT I ON WRAPPING . F ,.".0 w Ep. ol % f)„° `R-4 I NSULAT I ON 'ON' CIRCULATING' SYSTEM. g) 'CERTIFIED BY C.E;C, 10. GAS COOKING.APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11;. A/C UNIT TO';HAVE t y:- l F ' a) SIZED 4 CERTIFIED -BY `C.E.C. b) SET-BACK THERMOSTATS. 12 INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL. ,INSULAT- ION.,TO HAVE.MANUFRS. LABLED R-VALUE '•, 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING`TO THEfOPERATION` OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED .TO ENERGY OR WATER USE. , .-PANE WSTOBFUL14. ALLIWDOS.@CONDITIONED SPACED DUAL LY WEATHER STRIPPED. 15'. CAULK BETWEEN BOTTOM PLATE. AND CONC.' FLOOR. PROVIDE .INSULATION. BAFFLES @ EAVE BLOCK. VENTS. 17. USE-. ELECT. OUTLET- CASKETS @ 0. S, . WALLS. 18 WATER HEATER TO HAVE P-T VALVE WITH DISCHARGE TO OUT SIDE' 1:,9 . REF ,FRZRS : FLUR LAMP. BALLAST TO • BE CERT IF IED BY.C.-E. c.CONITRACT . OR OWNER TP,`;SUPPLY4 MAKE AND MODEL. A Ppl 110-13: HVAC. equipment, water beaters_snowerheaas ana faucets certified by'the,CEC 150.(i)i Setback thermostat on all. applicable beating systems. 150(J):,.P pe "and Tank iin 'uIation 1. Indirect hot water. tanks (e.g.,°unfired storage tanks or backup'solar hot water tanks) have insulation blanket (R-12 or greater) or,'combined interior/exterior insulation (R-16 r . z . or ter). N rea , g 2. First.'5'fe'et of pipes :closest to water heater tank, non recirculating systems,. insulated.. (R-4.,or greater.).,' 3. All buriedor exposed piping'insulated in recirculating sections'of hot water system. x 4. Cooling system piping below 55 degrees-insulsted. 5. Piping insulated between heating source and indirect-� hot water' tank. *150(m): Ducts and Fans 1. Ducts.constructed, installed and sealed to comply With UMC sections 1002 and .1004; ducts 'insulated to a minimum ` installed value of R-4.2 or ducts enclosed entirely Hithin, conditioned space.' 2. Exhaust fan'systems have.backdraft or.. automatic. dampers.. 3. Gravity ventilating systems serving. conditioned space. have f: either automatic 'or •readily accessible, .manually;' operated dampers 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, we operating instructions,; no electric• resistance heatingand no pilot light. . 2. 'System installed withc, a. At least 36 inches pipe between filter and heater'for future solar heating. b. Cover .for, outdoor pools or outdoor spa .' t. 3. ;Pool ; system, has directional inletsand a circulation pump time switch 1151 Gas, -fired central ,furnace, pool heater•; -spa, beater or Household'cooking" appliance' have 'no'continuously burning ':Pilot light .(Exception; Non -electrical cooking appliance with pilot` < 150 Btu%hr:).,'' LIGHTING, MEASURES K- r:. ----------------- Design-.:Enforce er : vent J" 150(k): 40 lumens/watt or greater.'for general. lighting in t zV,, } r kitchens and rooms with water closets; and recessed. fixtures IC'(insulation cover) approved (6EEeA4 E. STT To T.-2.4 C. AtGS Be.: aware 'that glazing units `( includ'ing- 'doors 'with j glass) must have, permanent„NFRC labels. Glazing labe3s will be '"check d agafnst the 'Title 24 calculations 'at the-timeofframing t.'. inspection:-` If .:the 'insta.l,led .0 -value is of a, lesser..,value;` the Title t 24 calculations must="be'`redone', and appropriate changes.made to the. ;. structure (e g;. , .this. ,may. ijnclude .additioha.l :insulation,__, addition of screening devices', reduction'of window sizes,:etc.).. "'' + Note that. an Installation -certification- Form ,CF=6R js requ`i'red t' be ,posted at the residence: `proper to the issuance of a ,Certificate of •,Occupancy. This is -..•in • addition. to the 'Insulation .Certificate. ''RESIDE-iftiAL PLAN CHEC GUIDE j SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: <rx,� .I BUILDINGP - ER 9? _.0 7 PLAN CHECKER. .. A. P. NUMBER: ra GENERAL:. Zontng:requiremen& (side yards and number of permitted living units) �. Valuation. � - "Plans signed by designer. jY Proper description of work on application. Existing violations on property. 6. Items on data sheet;'(ImpactFees, Environmental Health, Developer Fees, etc.).. Recorded notice of violation. PLOT`PLAN: Complete parcel size and dimensions. ,t2! Setbacks, side yards, easements, etc. :Other buildings or structures.. — g4. Grading, fills and/or drainage. ; Flood hazard. - . ' Special conditions on creation map (Noise, SA.A , Fire Sprinklers, Water Tender, Trees, etc.). = F:A:U. & F.A.S. road setback. Building or utilities across lot lines (Record form): FL OR'PLAN: Complete to scale plan with dimensions. 2. Required windows, for light and ventilation (Section -1203), Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603:7). yY : Glazing in Hazardous Locations (Section 2406): ,Ef ... Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage; kitchen, wet bar and exterior, outlets (N.E.C. 210). Lights, switches,.receptacles, and exterior receptacles for maintenance of mechanical equipment 9 Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Alf Garage firewall, door size and closer (Section 302.4). , 11-r Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location,,alcoves and clearance. Smoke detectors (Section 31;0.9.1). Plumbing fixtures, water closet clearances and shower size. -STRUCTURAL DETAILS:' . Conventional Construction'- Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building: ; �6. Floor construction details complete enough to construct building: Elevations and wall construction.details complete enough to. construct building. 7C R Di4sar ,� Roof construction details complete enough to construct building Rafter ties or bearing ridge beam. P{'6 LA 2-i-76 ' 10: Fireplace constructiowdetails,and Calc. if necessary.. 11. ,Garage `door and/or porch header sizes: �Y Stud heights �(1/t VC%" Adobe soils.- special foundation design: U Retaining walls requiring design. 15. -Special Inspection requirements. ll t i7fLJ . r. 1.6. Header size.' June 1997 3.2 SCE US. S 0 L 7UT FOR: 2 y .f , - �' jl Stairway details: landings, Mand' run, head clearance handrails (Section Guardrail details (Section 509) Brick or stone veneer (Section 1403): 'Exterior plaster -weep screeds (Section 2$06). Proper roof pitch for roof covering (Section 1501). Off ..,Roof coverin e - fire liazard ' or, Foam insulation - protection: 36" halls and stairways-. Living area over garage - complete 1 -hour separation required on_garage side including supporting walls and posts. Two ekits on three -story dwellings (Section 1003). 'ari - :. Underfloor access and ventilation (Section -2317.7).' - Attic access and ventilation (Section 1505).- 505):'Combustion 'Combustionair for fuel burning appliances.- L.P.G: requirements. 14. Noise requirements on duplexes. 15_. Energy design:' - 16. Flashing at. all exterior openings. 17. C.D.F. responsible area requirements: 18: Automatic Fire Sprinkler Systems (Section'310.10) 19 -For Inspection Jacket: Flood Hazard/Elevation Certificate— ertificateaSRA SRARequirements Special Inspection Requirements Automatic Fire Sprinklers 90 c - T • RECEIVED JUN 14 1999 COUNTY OF BUTTE LAND DEVELOPMENT DIV, 6";,.l 1/99, 16:07',,: NORTHSTAR•ENGINEERING'4 5367683PP1100 '' N0='426 P01 N .. V' Jam` f f- � i f • ,_• N_ �RTHSTAR ENG N:ESRING, EN'GINEER.S. PLAN-NERS.,- `S'URV.EY.OAS Y ' ;. y ` V FACSIMIL; TRANSMIT TAZ. SI E E T ; TO". mom: Sni Edell jim sievens' . COMPANY': D; 'k: - Couay of Buue ' 06/11/99' t. PAXMlUSM'. TOTALNO: ,,OF PAGE$ INCLUDING COVU : - 538-7683 Z PHONE. NUMBER:. SENDER'S RUERENCE NUMB.E&- . 538-7266.' YOURREFERENCENCUSER: `Ce[S1fiCaCC Of Correarom Cl URGENT .O FOR REvIEV7 -0PLEASECOMMENT O PLEA$E'IiE.PLX PLEASE :RECYCLE, Sm. Here�is the revised oerafica�e.'. Hope chis works. We will be sen&Dg the original in the anal. I am'. ' asstuning that you can use rhe =achnim for recordarion. 20.DECLARATION'DRIVE CHICO, CALIFORNIA = r TELEPHONE:rr 530 8.93-1600 FAX 530 893-2113 y 7 RECEIVED JUN 14 1999 LAODEVELOP ENT DIV �L'VCi1ICL� JUN- 14 1999 COUNTY OF 807E LAND DEVELOPMENT DIV • Description / Application • All models design certified by ETL and ETL Canada Testing Laboratories in compliance with Unified Standard • Completely assembled, factory tested furnace for heating or combination heating/cooling application. • For utility room, closet, alcove or basement application. • Vertical or horizontal venting with 2" diameter PVC for 60k, 80k and 3' diameter for 100k, 120k. • Capable of multiple position installation - upflow, downflow, or horizontal. Construction • Heavy gauge, reinforced, wrap-around insulated, steel cabinet with durable baked enamel finish. o Aluminized steel heat exchanger cells featuring the 'weld free" manufacturing process. • Left, right side or bottom inlet air return. • Aluminized steel in -shot burners. e Convenient right & left hand connection for gas and electric service. • Removable Solid bottom blockoff. Optional Equipment • L. P. conversion kit (L.P. kit model LPM-01) • Combustible floor base for downflow application. GMC -209 r473pr Air ConcUtloning & Heating Multi -Position Condensing Gas Furnace GMPN Series (PATENT PENDING) EFFICIENCY RATING j CE Ma C0 U140 Standard Equipment • Electronic hot surface ignition system with diagnostics. • Corrosion resistant stainless steel secondary heat exchanger which extracts the maximum amount of energy from the gas and converts it to usable heat. • Energy saving PSC multispeed direct drive blower motors. Is Blower door safety switch. e Outlet air temperature limit control. a Pressure switch for proof of combustion air. • Combination redundant gas valve and regulator. • Corrosion resistant induced draft motor/blower assembly. • 40 VA transformer for heating and cooling operation. • Temperature limit control at vent blower outlet, guards against excessive exhaust gas temperatures. • Flame roll-out switches. • Drain kit includes vent screens, drain trap assembly, hoses & clamps. Goodman Manufacturing Company, L.P. 1501 Seamist . Houston Texas 77008 GMPN Serbs 3/95 Performance Data • Model No. Input' Nht. & L.P. BTUH Output BTUH DOE* AFUE Temp. Rise Range 060-3 60,000 54,000 92.6 35-65 080-4 80,000 72,000 92.6 35-65 100-4 100,000 90,000 92.6 40-70 120-5 120,000 108,000 92.6 35-65 For altitudes above 2,000 ft. reduce ratings 4% for -each 1,000 ft above sea level "DOE AFUE based upon Isolated Combustion System (ICS) • 3EFORE PURCHASING THIS APPLIANCE, READ IMPORTANT ENERGY COST AND EFFICIENCY INFORMATION WAILABLE FROM YOUR RETAILER Specification Data Model No. Motor H.P. Blower Speeds Dia Width Vent" Dia. In. Filter"* Size In. Fla Electrical Max Fuse Ship Wt. 060-3 1/3 4 10 6 2 14 x 25 5.2 15 180 80-4 1/2 3 10 8 2 16 x 25 7.8 15 205 100-4 1/2 3 10 10 3 20 x 25 7.8 15 225 120-5 3/4 3 10 6 2 3 24 x 25 1 9.6 15 265 ocneauie 4u vvL; pipe, uwv *' Filter dimensions for bottom application. All models require 18" x 25" filter(s) for air side air installations. Permanent air filters recommended. Where max air flow is 1800 CFM or greater, both sides or the bottom must be used for return air. 7"/ 46 is Model Identification j Dimensions Model No. GMPN A B C 060-3 14 121/2 121/2 080-4 171/2 16 16 100-421 191/2 191/2 120-5 241/2 23 23 COMBUSTIBLE FLOOR BASE FOR DOWNFLOW APPLICATION GMPNO60-3 SBM14 GMPNO80-4 SBM17 GMPN100-4 SBM21 GMPN120-5 SBM24 9's/ is Clearances from Combustible Materials (all models) Top Sides Rear Top Front" Vent Horiz Upflow 1" 0" 1" 1 3" 0" 1 8" 1' • Accessibility clearance shall take precedence where greater G M P N 060 3 Gas Furnace Multi Position Condensing Input(MBTU) Tons Cooling (Nom) (Nom) 17J • • 0 D.85 0.75 0.65 a 0.55 D.45 F 0.35 H 0.25 0.15 g o g g e $ e e g 0 o N (n < in -a n • CFM - NO FILTERS TEMPERATURE RISE NATURAL GAS o n m o n e n e o �o n n o n e n om n n • n � � C.) 0,95 ttii]] 0.85 p4 0.75 .04 0.65 0.55 w U 0.45 Q o.35 vFi 0.25 0.15 D-00 _`maq-------m mmwmwmmmmmm mmm'wwmmmmm mmmmmmmmmmm ------mm-��I -----_-mm-- mmmmmmmmmm mmmmmmm-mmm mmmmmmmmmmm .-7 .J .7 .d -a .] ..7 ..7 CFM - NO FILTERS TEMPERATURE RISE NATURAL GAS n en a eo n Lo a in 0.95 - 0.85 0.75 0.65 0.55 w a45 � a3s ti 0.25 0.15 0.00 cu .7 -7 .4 ..7 .-7 a ..T .4 lLl fJ CFM - NO FILTERS E MODEL: GWN060-3 MOTORKP.: 1/3 HP BLOWER: 10 X 6 Low MBD -LOW MED -HM MODEL: GMPN080-4 MOTOR H.P.: 1/2 HP BLOWER: 10 X 8 Low um - - Hm MODEL: GMPN100-4 MOTOR KP.: 1/2 HP BLOWER: 10 X 10 Low - - Mm Nott MODEL: GWN120-5 MOTOR KP.: 3/4 HP BLOWER: (2)10 X 6 Low - - M® - - Hm Wrap-arou w/ Hi Glos Appliance Aluminized Stec "Weld Free" Heat Exchanger Gas Valve Convertible L.P. Gas. Stainless Secondar Exchangi Non -Corrosive Non -Metallic Flue -Collector Left /I / Botto: Multi -Speer Blower mot Out Blower 0 0 0 Aluminized Steel Inshot Burners. gh Temperature mit Switch it Pressure witch. uced Draft it Blower. • 3 / Right Gas ry & Vent Exit at / Cool informer. mart" Integrated mace control w/ -ctronic Ignition. 0 GREGORY A. PE-ITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 Vr4i3 y -/t d0 f vA*., County of Butte June 23, 1999 Building Division 7 County Center Drive Oroville, CA. 95965 Subject: Galli Residence Plan Check #1 This letter is in response to structural plan check comments dated 6-9-99. /Anderson Engineering Consultants is working under the. direction of Gregory Pietz, AIA and therfore Mr. Pietz may. sign the calculations. ,2 The footings are designed as plain concrete members per 1923.9.3. 3. Per 1923.10.3, exception 2 reinforcement is not required. However the the designer or builder, at his option, may add reinforcement. rj k Q�61v1r1 �Yl 1�C0 1w5 i r1Ll�Tid \The average height of the structure does not exceed 20'. See pages I. and 2for calculations. /Shear Collector has been redesigned. See pages 1,4. and 16 of calcs. See page 4 of calcs. y inspection 15 psf is conservative and is adequate for, the roof slope. Building Designer to add nailing specifications to plans. By inspection, diaphragm ok for 8d at 6" o.c. EN and 12" o.c. FN. No blocking is required. V 9. OK r Building Official. WUE CUNT.- See page 17 of the calcs for revised footing dimensions. msKOM 's . APPROVED , 1 All holdowns, have been shown along line 2: Per detail B1 -B1 on sheet S-2 the continuous header reduces the effective height of the shearwall to the height ,of the door opening which. is Tin this case.. , GREGORY A. PEITZ ARCHITECT 1902 MANGROVE', SUITE "E' CH CA 95926 (916) 894-5719 Per table 23=I-K-1, footnote 4� if the studs are at 16". o.c. and the sheathing applied with the long direction parallel to the studs the increase may be taken. This is a common application in residential construction. See page 17 of the calculations for. chord. force calci 5. Detail ST-12 on sheet 5-1,shows the typical shear transfer path. DetailST-12shows a raised floor and foundation, however, the single story -slab foundation is the same theory ' with a much simpler path. The shearwall schedule .on sheet S-2 shows anchor bolt spacing based on calculations. The embedment is 7" per section 1806.6 and will be shown on the foundation details. : See page 12 of the calcs for the 16' header specification. L 4x22 header ok by inspection. 1 . Table 16=D is for roof members supporting plaster or floor members. Since neither of these cases exist on this project and the code does not specify deflection_ limits for roof members not supporting plaster, AITC manual, table 4.3, gives recommendations for deflections, ie; 1/240 for LL and 1/180 for TL. j, 20. OK; per, Building Official . 21. Building Designer to address this comment. See etail ST-I. on sheet S-1 for framing clip callout. zxf Ce'1-ing joists and collar ties will provide required restraint 'of rafters.' No straps necessary.. See "Typical Studwall & Opening Framing". detail on sheet S-1 for trimmer callouts. 05i28/99 08:02 NORTHSTAR'ENGINEER ING:y'5387683PP1100: �}f N0.35© ;;,DOa , AP O OWNER ADDRESS YSAD"Family '-042-670-005 Trust 880 Woodmont Ct_ `:• .' ' Chico, CA 95926 042-670-006, -Ronald and Nancy Capoiale/ Et Al < .864 Woodmont Ct. . �.17 Chc:CA ;95926 042=670-007_. Michael,and Marilvii McGowan 846 Woodmont Ct ? Chico, CA 95926 4 -0427670=008 David and. Linda Frank 826 Woodmont Ct , Chico, CA 95926 0427670-009. Keith and Chelle Schuler 810 Woodmont Ct. . Chico, CA 95926 � 042-670-010 Thomas and Gwendolyn Welch 804 Woodmont CC; - Chico, CA 95926 ,042-67M1 1 Ronald and Nancy. Caporale/ Et Al 800 Woodmont Ct. Chico, CA 95926` 042-670-012 • ., : Ronald and Nancy Caporale/ Et -Al. 803 Woodmont Ct. Chico, CA 95926 , . - 042-670-013... Ronald and, Nancy Caporale/ Et Al. 809 Woodmont Ct Chico,' CA 95926 2'670-014 Daniel and Shari Rice 826 Woodinont• Ct. 'Chico, CA 95926 042-670-015 Richard and Joanne King 845 Woodmont Ct. Chico, CA. 95926 0427670-016 Frank Edward Jones 865 Woodenont Ct. ' Chico, CA 95926 ` X042-670-017 --. ; Dennis and Hally Woolsey 861. Woodmont Ct. Chico, CA 95926 R Exhibit A. RECEM - MAY 28 1999 COUNTY 0 BUTTE - LAND DEVELOPMENT DIV 4,. t' s r !~ COPY 'oft 'Document Recorded 09 -Jun -1999- 1999-0024467 AND WHEN RECORDED MAIL, TO: ..� Has not been compared vith BUTTE COUNTY BUILDING DIVISION original 7 COUNTY CENTER DRIVE OROVILLECA'95%5 BUTTE COUNTY RECORDER • 4 a to CoA ryl r AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT ' FOR RESIDENTIAL DEVELOPMENT 1 J Sectlon26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a buildmg,permit- Ile property described herein is adjacent to land or, included within an.area zoned foragricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, . . plowing, spraying, pruning; and harvesting which occasionally generate dust, smoke; noise, and odor. Butte County, has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All.thai -real property situate in the Count}, of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date:- - . PROPERTY OWNERS: ��f4ICHAEL C.-:GALLI State of California: ) County of BUTTE ) On 6/8/99 before me, DEE PALMER, NOTARY PUBLIC 77 .personally appeared **MICHAEL C. GALLI** personally known tome (or proved to me on the basis of satisfactory' evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by.his/her/their signature(s)•;on the ins ment;.th'e persons) or, the entity upon behalf of which -the person(s) acted, executed the instrument.. ! WITNESS y and and official ie C. ".� DEE PALMER p Comm. #1185035 _ NOTARY PUBLIC CALIFORNIA 0 BUTTE COUNTY 1 Signature Seal:` My Comm. Expires June 22,2002 hr Vb—frzo 3 nfty bo-wogcoo nscid/ 100 anN i . iiA tRx'Y¢ NOTE TO RECORDER: DO NOT RE(20RD THIS SIDE A.A. - I AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1 st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday.- Friday) LAND DEVELOPMENT OROVILLE / CHICO BUILDING,•/ 'ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. 99-0725 NAMEOWNERS GALLI , MICHAEL NUMBER 042-670-006 PRINT LAST NAME FIRST ADDRESS/LOCATION. 864 WOODMONT" COURT;,CHICO COUNTY ZONING DESIGNATION S�. FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED:. RESOLVE PROBLEMS PRIOR TO APPROVAL. PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION. . DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO' -COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP `INFORMATION: _/zG'! (T/2D. �fi�� 7" DATE OF RECORDING: LOT 2 BOOK PAGE' ' COMPLIANCE WITH OLD SU ISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR f0`.BOOK 17, OF MAPS AT. PAGES 0E•23) - Y . IF YES, MARK APPROPRIATE1ITEM(S) BELOW: A." Construct road to.` B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIWSION UNLESS OTHERWISE NOTED. 1. - Maintain a 50 ft. building setback from centerline of road. '2. Maintain a ft. building setback from right-of-way/centerline 3. Comply with Zoning code for building setback from road. `4: ' Maintain a .100 ft leachfield setback from all existing wells.'. 5. Maintain a ft. leachfield setback from 6: ' Y*water tender, fees in the amount of $ to Battalion. Number of the Butte County Fire Department. 7.. .Meet the Fire Safe Regulations,of Butte County and P.R.C,. 4290. 8. Connect to. a public water supply. 9: Connect 'to:a public.sewer system. 4 . _.10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the. National Fire, . 2 Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile.homes, NFPA arid9 d'l3D�unlessa pressurized corrimunity water system, with, hydrants that meet Fire Department specifications, serves the.' -parcel 11. Pay T.D.D. (fhermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13: Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to. be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. LD 6/98 •N 3una 40,�Na FORMS\BLDG PERMIT CLEARANCE 6W 5 add ®3M ILN- " Parcel in L and Conservation Agreement? No Yes {` Check• Use. Parcel m Noah"Chico Specific Plan? No: :Yes: ,Check NCSP Zoning Parcel in Tloodplain? No:� Yes. ,Zone: Panel No.:. C3. b bo 7 "� — Q Parcel in Enterprise Zone?, No ---= ` Yes: ,Check Use T Corriinercial/Industrial -Uses-."- - Paiking-Requirements:.OK as shown Other. Landscaping Requirements: OK as shown 'Other . Comments: ­Date:— Rev'16 epi By:- CHECK SPECIAL CONDMONS WIIICH APPLY TO PARCEL• . ALLFEES Tn RE PID TO TH B I nnvr. ►�11; cION UNLESS OTHERWISE NOTED, L. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area,prior to grading or vegetation removal. Minimize the;removal of mature trees, where possible. A mature tree shall be defined as a tree with a a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number.and not less than _gallon size. t _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trots which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RP2). During conshucdon, RP.Zs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind'shall be allowed. The RPZs shall be maintained after. the completion'of construction in order to continue.to protect the oak trees, but the fencing dun be removed. r _3. Fencing for areas other than residential areas shall be limited'to a maximum of 5 wire strands. The lower strand shall beat _ least 16".above the"ground and the upper strand shall be.no nigher than 48" above the grotind.– _4: Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2;500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained; a'California Fish and Game 1604 Streambed Alteration permit and an Army Corps. 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion'Number of the Butte County Fine Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized;comtnunity water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish tit: Game at 916-355-7010. —10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in.the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to 11u Planning Division.' _ 11.. 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