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047-740-014
• � t' ,� •rye t D �F•"1- 7 �f0- O I� f ,, r COMPLAINT TO INSPECTOR gq�,g gH 02.1696 MICHAEL 13W�LINBURGHCIRCLE, GHICO O % f NEW SINGLEMMZIULY (4 BR) ;; I FV 1VM- 1 047-740-013 I 04-2388 j SOWDER, CALVIN 13957 LINDBERGH CIR, CHICO -- Cont: ULTIMATE PLUS } PATIO COVER o a 047-740-014 t 05-0495 SAWDER, CALVIN 13957 LINDBERGH CIR, Cl).fCOj (, — CONT: UNKNOWN 4VO5� NEW PRI DET GARAGE: 11, �� r MW I. ,F: 1 1 I ' S i ' f r J j mm s+N'-;� > .r )rf` I " -• r r _ i t y !i t tj4 . 1 t i • NOTES RESIDENTIAL / PERMIT NO. _ 047-740-013 04-2388 SOWDER, CALVIN 13957 LINDBERGH CIR, CHICO Cont: ULTIMATE PLUS PATIO COVER SPECIAL CONDITIONS . CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature J=OK 0 =(;lot OK . = NotReadyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements Gas; MH Test -Demand -Valve -Connector 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete Water; MH Test -Regulator -Connector 4. Water; Location -Test -Easement Needed (Sketch) 8. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Tie Downs -Type -Installation Cert. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 11. 7. Well Clearance & Disconnect Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit 8. Utility Clearance 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date C OVERS, CARPORTS, GARAGES.(Plans) OK except #'s 104 ting Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 'r e -Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails t - Wood Awn.; Posts- Beams-Rftrs-Connectors Sig-Frg-Bracing Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric t 8. Frmq.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date • ; / (Q1Card Date B-1 Date Card B-1 Card B- Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit P' 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms .Date Card B-1 Date Card B-1 ','Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope 49. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 52. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Property Line Firewall & Openings 5. Stemwalls, Main; Steel-Blockouts-Wrapped 55. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 6a. Hold Downs and Special Anchors 58. 7. Slab, Steel -Wrapped Glazing Area -Glass Protection -Skylights -Plastic 8. Piers -Fireplace Ftg.-Steel 61. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 70. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 71. 11. Water Pipe; Test -Anchors -Regulator -Service Test 72. 12. Electric Underground 73. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 74. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 75. 15. Access & Ventilation 76. 16. Insulation 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Date Plb.; Elec. & Mech. Equip. Listed for Location Card B-1 Date Card B-1 Date Elec. Receptacles in Garage (F.F.I.)-Romex Protection Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection _ 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 87. Water Well, Disconnect, Electrical, Plumbing Date 88. Card B-1 Date Card B-1 Date 89. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Glass Protection 24. Fixture & Transformer Clearance -Ins. Protection Corrections from Previous Inspections 25. Elec. Receptacles Spacing -Lights & Switches at Doors Gas Test -Meters Tagged, Gas -Electric 26. Size Boxes & No. of Conductors Stapled Water & Sewer Connected -C/O to Grade -HD Approval 27. Romex Installed Close to Edge of Studs & C.J. Energy Compliance Certificate -Other Certificates 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Address Posted 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Fire Sprinkler 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Card B-1 Date Card B-1 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No Card B-1 Date Card B-1 32. Service -Riser Conductors & Ground Main Disconnect Card B-1 Date Card B-1 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. 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 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Cl Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: NATES 2- 15:1 s � 03 /Vo � up 4 r PERMIT N RESIDENTIAL f r 4'7��0'Oi3 02-1696 %/ _. . GALLI, MICHAEL /3967LINBURGH CIRCLE, CHICO y NEW SINGLE FAMILY (4 BR) 1 )D4 -7--7L/0 --7y0 -- o Address GAS Meter OFFICE COP Date ELECTRIC Meter By !!! SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REO. FIRE SPRINKLERS R Q. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 14old bw� .yqn.� ma c. �. axid dam . 71 �_�- Addr ess �O�^FF'C - COP,, 1, i GAS A'leter B J Y LE M to C8 RSC Oatef l Y I Date JOB FINALED (Date) Signature Z)LJ�AeQA��� �r ty 1 T t, PERMIT N RESIDENTIAL f r 4'7��0'Oi3 02-1696 %/ _. . GALLI, MICHAEL /3967LINBURGH CIRCLE, CHICO y NEW SINGLE FAMILY (4 BR) 1 )D4 -7--7L/0 --7y0 -- o Address GAS Meter OFFICE COP Date ELECTRIC Meter By !!! SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REO. FIRE SPRINKLERS R Q. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 14old bw� .yqn.� ma c. �. axid dam . 71 �_�- Addr ess �O�^FF'C - COP,, 1, i GAS A'leter B J Y LE M to C8 RSC Oatef l Y I Date JOB FINALED (Date) Signature Z)LJ�AeQA��� ,/ = OK 0 = Not OK - = Not applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Soils; Special MH Support Sketch MOBILE HOME INSTALLATION (Plans) OK except #'s 3. Sewer; Location -Test -Fall -C/O -Concrete 1. 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Footings; Size -Spacing -Marriage Line 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ - /"L"ft./ PLPG 3. 7. Well Clearance & Disconnect 8. Utility Clearance Electricity; MH Test -Crossovers -Breakers -Clearances Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s Card B-1 Date Card B-1 Date Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. . 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 1. Card B-1 Date Card B-1 2. v 4 MISCELLANEOUS + Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing i 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shlhg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ./= OK 0 = Not OK - = Not Applicable = Not Ready FRAMING (C mued) RESIDENTIAL (; Date Date derfloor (Plans) OK except #'s Date ME NICAL (Permit) OK except #'s Zo 'owl- etbacks-Easements-Flood-Slope 3 .acts Insulation & Support 50. Ft ain; Soils-Elec. Grnd.-/ /" Ftg. Depth 7i 3. Ftg,,er JTage; Soils-Steel-Elec. Grnd.-/ / Ftg. Depth 4, Ft es & Decks; Soils -Steel-/ /" Fig. Depth . Stemw ain; Steel-Blockouts-Wrapped 52. 6: emw arage; Steel-Blockouts-Wrapped 39,"'Attic Access & Platform if Furnace in Attic 54. old Downs and Special Anchors 55. 7-. Slab, Steel -Wrapped . 8. Piers -F' 'lace Ftg.-Steel Stucco rip Screed -Fd. Vents-Underflr. Access 5 V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 59. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test race Interior/Exterior Wall Panels 11. Water Pipe; Test -Anchors -Regulator -Service Test Card B-1 Date Card B-1 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P MBING (P rt) OK except #'s 1 Water Htr. V . -Access-Combustion Air Baffle 18. W ipe; Test & Anchor -Nail Protection 1 W.V. t Fitti s & Anchor -Nail Protection 0 ower Pan; rst Floor -Tub Access Te tTub & Shower, Second Floor -Tub Access 2 Gas Pipe; Sixe & Anchors Date -` Card B-1 v Date Card B-1 Date Card B-1 Date Card B-1 Date E TRIC L•{Permit) OK except #'s Fixt TLaa&former Clearance -Ins. Protection 24. 1 . ecepta es Spacing -Lights & Switches at Doors 25. Size es & No. of Conductors Stapled 26. ome a ed Close to Edge of Studs & C.J 27. Ground made up w/Mech Fast s -Bond Gas&4a-ter 2 Appjiance Circuits in Kitchen & Conductor Size GFI 29.�d Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 3 -Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At In ted Neutral p Yes ❑ No ervice- iser Conductors & Ground Main Disconnect 32. tp. Clearances Panels-Motors-Mech. Equip. Xf CI `s Closet Light -Shower Light -Spa Light 3 Smoke Detector Dat Card B- Date Card B-1 Date Card B- Date Card B-1 Date RAVING (Permit) OK except #'s Si rope r. Mate rials & Anchors 4 . Wa tuds-Nailing Spacing & Braces -Plates -Sound 4 ea ' Walls over Girders & Floor Nailing 4 ra pin Walls (rat proof) law re Stops, Furred Ceilings -S ' -C er Tu i, Headers Beams -Size earincL jingle & Duplex) Date FRAMING (C mued) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME NICAL (Permit) OK except #'s 3 .acts Insulation & Support 50. 3 ent F n; Exhaust above insulation 68,5fc. 3 ensate Drajw<Overflow, Size & Grade 52. 3 Furnace-Ve t Access -Comb. Air -Return Air Vent 115 outlet 53. 39,"'Attic Access & Platform if Furnace in Attic Dat Card B- Date Card B-1 Date Card B- Date Card B-1 Date RAVING (Permit) OK except #'s Si rope r. Mate rials & Anchors 4 . Wa tuds-Nailing Spacing & Braces -Plates -Sound 4 ea ' Walls over Girders & Floor Nailing 4 ra pin Walls (rat proof) law re Stops, Furred Ceilings -S ' -C er Tu i, Headers Beams -Size earincL jingle & Duplex) Date FRAMING (C mued) 4t' Hangers- ost nchors-Connectors 1-1 47. ling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. yi Firepl ies pe a ireplace Throat Clearance tic Access; Siz ex Protection -Draft Stop -Ins. Baffles 50. Bdr ndows or Exiting Doors -Sill Ht. & Dimensions 68,5fc. arage 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 . Siding -Nailing Veneer 57. Stucco rip Screed -Fd. Vents-Underflr. Access 5 azing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. race Interior/Exterior Wall Panels O Q"' goof. 62. Insulation -Walls -Ceilings Infiltration -Walls -Windows Date Ij 13a 03 Card B-1 LZ Date Card B-1 Date Date Card Date Card B-1 FINAL (Plans) OK except #'s at a I, Disconnect, Electrical, Plumbing Steps -Door & Sidelight Protection -Landings rWfS a Detector urnace ants -clearance -Comb, Air -Connector - In age; Above Floor-Ducts-Mech. Protection Bedroom Exiting 7 I. & Bath FixtuuW&Tub Accessz?� 68,5fc. Trim & Breaker Si�hW,-- 69. Stair 'Is Previous Inspections it ce or Stove, Clea ce-H 7 lec lets at Woodnt. & 72 -Vit. Fixt. & Appliance; Grou a Gap -Coo ' g Cle ce 73. c. Outlets & Rec ptacles Kit. Counter Garagl3.Fire Door; S -La C re 76.-<C._Dwct in Garage -Damper 76 tr. Htr.; Vents -Clearance -Comb. Air ConnAtdFT. in Garage; Above Floor-Mech. Protection 7 Ib. Elec. & Mech. Equip. Listed for Location 7 I . Receptacles in Garage (F.F.I.)-Romex Protection 7 . In tion -Foam -Looked in Attic 80-"Guard_Rails & Deck Construction -Post Caps 8 n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked un oor ❑ Yes 82. Following Instld./ Yes 7 No/Walks J Yes J No/Planters 7 Yes ] No to bi 83. Stucco.8 n -Finish /10 8 .-Vent a Roof%Plbg-Appliarfbe-¢i�Clearance to 86. at a I, Disconnect, Electrical, Plumbing 8r'Exteriqp Elec. Trim, G.F.I. Receptacle -Underground ntilyon Throughout House 89. as Protection 921-e-rrections.44m Previous Inspections 91. Gas Teo4eters Tagged, Ga - lectric C J04 92. 9 a r & Sewer Connected -C/O to Grade -H val new Compliance Certificate -Other Certificates ddress Posted Date Card B-1 ' Date Card B-1 Date - Card B -T Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE # OWNER PERMIT NO. A routine /ipection indicates that the following violations of butte county Ordinances exist at the above as and should be corrected. Please notice this office when correction of work is comp) ed. If you have any questions pertaining to this matter, or need additional explanation, Vpleaa contact this office immediately. rA/`Pn M U0i JlonM/I,r P - 2, Fes! s / •, Date .�� 'G 3 Inspector p Q J111� REV 10/92 r1 _ • 4 COUNTY OF BUTTE r BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER - PER A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector REV 10/92 �. COUNTY OF BUTTE i' s BUILDING DIVISIONf:+ DEPARTMENT OF DEVELOPMENTS VI S 411 Main Street • Chico, CA • (530) 891-2751 < 7 County Center Drive • Oroville, CA • (530) 538-7541 ; i CORRECTION NOTICE OWNER 'PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of. 'Work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contacV.his office immediately. i i COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE 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 f you have any questions pertaining to this matter, or need additional explanation, please.odntact this office immediately. 0 Date Inspector REV 10/92 INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: , ENVIR. HEALTH, CHICO DATE: � RELEASE ENV, . HEALTH HOLD ON BUILDING FINAL FOR: / OWNER NAME: SEPTIC: �� WELL: AP#: b yl - %(k) --d L( ADDRESS/LOCATION: L 1 .Z—1x) D,U F_x? Comments: GL/memos/releasehold �/1 is-:� Csi'�fR�'�F 47(-a' wR>•y+s'•+e s - r. Y � COUNTY OF BUTTE; -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ^" 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541Eg 1y NO. (Rev. 12/96)M / APPLICATION AND PERMIT `7(� A, ASSESS 0ARCEliNb09ER 47'-350--013, 014, & U15 ZONING BUILDING PERMIT OWNER Gr1LLa , MIt;H1aEL TELEPHONE , - �y y FSQ.FT.00C. BUILDING VALUATION 56000 16 • OWNER'S MAIUNG ADDRESS 3171 S1'NDSTONE LE., CHICO 945 v 17-028-00 CONTRACTOR'S NAME OWNER TELEPHONE 45% C 5.928 • ryf'� ..JR�77 V 7Lv \N CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS it Total Valuation $ 192.516.00 ARCHITECT OR ENGINED LICENSE NO. Filing Fee $ 20.00 Permit Fee $ -" • OU ARCHITECT OR ENGINEERS MALUNG ADDRESS Plan Checkin Fee $ 627.25 BUILDINGADDRESS 1,3957 LINBURGH CIRCLE CHIC O Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $1635.25 LAT NO. 141 SUBDIVISIONS NAME PHEASANT.A T G YTI PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.0010 5.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPEaFvEach Solar or heat pump water heater 23.00 Water piping 15.0015.00 as water heater or vent 15.00 .W TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY MR) Gas piping system 1 -5 outlets 15M30.00 Building sewer 15.0015.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 215.00 ELECTRICAL PERMIT Filing Fee 20.00 800OR LE Main Service zo.AORLESS 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.j� _„? ; License Class �"j bL'IC. 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. 0 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the ,performance of the work for which this permit is issued. 000"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 i >7 `� r,-" D - o Main Service TO 46.00 DWE200ALLING CCU000A NEW CONST. ( D . C. DCS. 3.54 143.01 OR ADDNS.NEW T. CONST. MUICOUTLET NON-RESID. @7.50 POWER APPARATUS a SINGLE 0UTLEr CIR. zo p 1.00 Ex. Occup. OUTLET OR FIXTURES SAL. @ .so FIXED APPLNS. OR S.00 Ex. Occup. ounETs RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $186.01 MECHANICAL PERMIT Filing Fee 20.00 Heating 2 20.00 40.00 Cooling 2 25.00 50.00 Hood 6.50 6.50 Ventilation r li 0 18.00 izaS f ire 1,8Ce 2 30.00 PERMIT FEE s164.50 Policy Number / -497,-4- ' (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply wild those,.pr_,rovisions.� ....... X /l ,. r "r Date 04-.26-02--_ Signature of Applicant - ❑ Owner ❑ Contractor VAgent An OSHA permit is required for excavations over 50" deep and demolition or constructioni�K.KY of structures over 3 stories in _ � A � � �- f Mobile Home Installation Fee $ Energy Inspection Fee $ Occl 10/u COPE NST. TOTAL FEE $ 2246 67 • HAZ. .,, D. FEES IMP FLOOD CDF PARC �rf/° HD yl5su „� This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated 96&ove for which fees have been paid, BY Yf t- 4" F_Date PERMIT EXPIRES ON Date �height. ReceiptNo.Fi�lrl fJ.���/Cl.� �rJfr�C `"" WHITE-D.D:S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E r'r` C J CertAinTeed 01 Builders Statement InsulSafe 4 - Fiber Glass Blowing Insulation. is Homeowner Name / Jobsite Name' � ILhico HodressIj J — � h IJngck_h1cn Inaller/Contractor (sign) Company Name Date Builder (sign) Company Name Date Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: Obs.) Should not be less than: On.) 60 36.5 27 0.986 22 49 29.6 34 0.800 18'/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 14% 30 18.0 56 0.485 12 26 15.5 65 0.418 101/2 22 13.1 77 0.353 9 19 11.1 90 0.301 73/2 13 7.7 129. 0.209 51/2 11 6.6 151 0.179 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION °rt • In accordance with the chart above, you must install the minimum number of bags. per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must beat or above the specified minimum thickness for each R -Value. • .Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be,mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. •* - 30-24-233 Builders Statement `• A Saint-Gobain Company ©2002 CertainTeed Corporation 1/02 4. R=VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 (✓) BAGS USED BATTS/ROLLS (✓) L 3/&4 CEILINGS \[ GLI WALLS FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION °rt • In accordance with the chart above, you must install the minimum number of bags. per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must beat or above the specified minimum thickness for each R -Value. • .Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be,mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. •* - 30-24-233 Builders Statement `• A Saint-Gobain Company ©2002 CertainTeed Corporation 1/02 4. Manufacturer Insulation Fact Sheet Certainftedll This is CertainTeed Corporation Insubafe 4 Fiber Glass Blowing Insulation CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application: R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 1872 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 1072 22 13.1 77 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 0.209 572 11 6.6 1 151 0.179 4 3/4 R -values are determined in accordance with ASTM C 687 and 518. Complies with ASTM C 764 as Type 1 insulation. THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (Ibs.) Should not be less than: (in.) 29 35.8 28 0.967 7'/4 22 27.2 37 0.733 52 16 19.8 51 0.533 4 15 17.9 56 0.483 31/e 14 17.3 58 0.467 32 READ THIS BEFORE YOU BUY What you should know about R -Values. The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your.house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R -Value, it is essential that this insulation be installed properly. • n LA �V7- 7`/0�0�� p.`.t��n.yn�.'. •X�{�_'�i],3`L,�'_iia: z,. •)l,iw.•eg5i., �gf'�J;b :C 7.; '>.5:: ,��. — ��.z-it-�$..`�f�- i'��4-.�F''� �� ���t x��,.z.'� fF,� i1. �.��E., .li 'Y t.j �,iV•,' �.: Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your, signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building pe> mit will.be issued until this verification is received. 1. I personally plan to provide the major labor material for construction of this proposed property improvement: YES [ ] NO [ 2. I HAVE [ ] HAVE NOT signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: S. - I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS'- PHONE TYPE OF WORK " SIGNED: RROP-ERT—Y OWNER: rte_ g9i_) il-9 NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/20D4 .butte County Department of Development Services ADMINISTRATION t BUILDING t GIS `PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile 2 fl . r 1 11 1 `yk '`Kin . F� , xr Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other thanyourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o if you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federa.l law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. XV -__1 C. Vieirl C.B.O. , Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. SUB -STANDARD HOUSING LETTER Y. 'JOB FINALED (Date) / �� Signature NOTES RESIDENTIAL PERMIT NO.—.047- 740-U14 OS -'0495t SAWDER, CA, VIN 13957 LINDBERGH CIR, CHICO CONT: UNKNOWN NEW PRI DET GARAGE X. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER Y. 'JOB FINALED (Date) / �� Signature J=OK 0 = Not OK + = Not Readyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Elec.; Receptacles and Lighting, Distance-GFI 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Elec.;.Bonding; Metatw/5'-Circulating Equip. -Heater 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 -to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and d Electricity Tagged 9. Exits 10. License Decals - 11. Verify #'s. with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ffliSCELLANEOUS Date DE COVERS, CARPORTS, GARAGES (Plans) OK except #'s 6,95 rriY oning Requirements -Setbacks -Easements' �^ . Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors r Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Ca rts; Windows -Doors l I c s g.; Sills-Anchors-Studs-Rftrs-Trusses ' S ng; Nailing -Veneer -Stucco -Mesh 1 thg-Roofing E t.; Steps -Doors -Landings raced Wall Panels Dat4/ FOOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining: 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 1.5 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7: Elec.;.Bonding; Metatw/5'-Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards- Ins. to Main Conduit 9. Health Department Approval • 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card 8-1 Date Card B-1 Dafe Card B-1 Date Card B-1 s J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) 47. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 17. Water Htr.; Vent -Access -Combustion Air Baffle Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 18. Water Pipe; Test & Anchor -Nail Protection Garage Fire Protection Framing -RC Channel 19. D.W.V.; Test Fittings & Anchor -Nail Protection Property Line Firewall & Openings 20. Shower Pan; Test, First Floor -Tub Access Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 21. Test Tub & Shower, Second Floor -Tub Access 56. 22. Gas Pipe; Sixe & Anchors 57. 23. Fire Sprinkler; Test 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Plb.; Elec. & Mech. Equip. Listed for Location 24. Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles in Garage (F.F.I.)-Romex Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors Insulation -Foam -Looked in Attic 26. Size Boxes & No. of Conductors Stapled Card B-1 Date Card B-1 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles '51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. 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 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa ' 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking -clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive 0 Yes O No/Walks 0 Yes 0 No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP050495 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS 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 Issued Date: 04/15/2005 APN: 047-740-014-000 the Business and Professions Code, and my license -is in full force and effect. License Class License Number: : Site Address: 13957 LINDBERGH CIR CHI Date:_ Contractor: Map Index: Description: GARAGE (1000) 'OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: SOWDER CALVIN DAVID & RYSBERG JANE permit to construct, alter, Improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a ANN signed statement that he or she Is licensed pursuant to the provisions of 13957 LINDBERGH CIR the Contractor's Stale License Law (Chapter 9 commencing with•Sectlon he CHICO, CA 7000) of Division 3 of the Business and Professions Code) or that or she Is exempt therefrom and the basis for the alleged exemption. Any 95973-8310 violation of Section- 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than five hundred dollars ($500).): 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 , (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: SOWDER CALVIN DAVID &RYSBERG JANE owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, ANN provided that such Improvements are not Intended or offered for 13957 LINDBERGH CIR sale. if however, the building or improvements are sold within one have the burden CHICO, CA year of completion, the owner -builder will of proving that he or she did not build or Improve for the purpose of 95973_8310 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' Slate License Law does not apply to an owner of properly who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Stale License Law.). Contractor: ❑ *1 am Exempt under Article 3 of th B stn ss and Professions Code Dater�— WORKERS' COMPENSATI N D ARATION 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 License #: 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, Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: , Carrier: - arrier:Policy#: Policy . It: Total Square Ft: 1000 S.F. b!(- I certify that in the performance of the work for which this permit is Valuation: $24,000.00. issued, I shall not employ any person in any manner so as to Census Code: became subject to the 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. Dale: Ap II 1{ h• S' O^J� � WARNING: Failure to s e workers' compensation coverage Is an employer to criminal penalties and one unlawful, and shall subject hundred thousand dollars ($100,000), in addition to the cost of `-�' 1 compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. , r -,'�I � IS 2 (,A U .C� CONSTRUCTION LENDING AGENCY This permit Is-h=ereIssued under the applicable provisions of the Butte County Code and/or there Is lending agency for the Resolu on d ork Inabove for which fees have been paid. I hereby affirm that a construction performance of the work for which this permit Is Issued (Sec 3097 Civ.) By: Date: Name:_ PERMIT EXPI S N: (Date) Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. Notification In accordance with Section 19827.5 of California Health & Safely Code Is not applicable to the scheduled construction of this project. ❑ ❑ Attached are copies of the required E.P.A. notification forms. the'above Information Is correct, and that I am the owner or the duly uthorized agent of the owner. I agree to comply with I hereby certify that I have read this application, that and state laws relating to building construction. I acknowledge It Is unlawful to alter -the substance of any offi I f cumenl of Butte County. I hereby all county authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name:. j Dale: ❑ Contractor gent for Owner, ❑ Agent for Contractor ❑ Owner R. C. Building Permit 01-16-04 pn 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER Last Name ' irst Name/ C�1 V i Address I.5 1 �^ d City St to,N Zip Q��3 Phone (S30 3,42-- 7.2-02 Fax E-mail APPLICANT NAME CONTRACTOR Name Address 3/1 f (-j ? f -k S Address Stat City Phone ! State Zip Phone Lot # Fax E-mail Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name Address 3/1 f (-j ? f -k S Address Stat City Phone ! State Zip Phone Lot # Fax E-mail State License Number APPLICANT NAME Name` rG T & ,1 1_ —) Address 3/1 f (-j ? f -k S City Stat Zip g �� Phone ! Fax E-mail TSaM�,� a tea, l .c APPLICANT SIGNATURE For office use only: Zoning —) Flood Zone \ SRA nYesNo Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: 834 Cr 169 PERMIT NO. BPOSC)`% BIN # LOCATION AP# ,r 0 Property Address Si �-���� L. Gt• City `co Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope ofork: Sq. ootag ❑ Structure Built without Permits ; ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will.expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. I _ . — — Receiv_ed�� Receipt #: LjAmount: Bldg `I g SRA Zz"In4s"_ _Sheriff SMIP Other Total OVER FOR SUBMITTAL REQUIREMtN I 5 K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper.!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. M 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment. on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile t . WILLDAN �%3TrF ° ° ;`It°° o ° o_ - o o (W ° COU N'%l Scott Rutherford (530) 538-7160 srutherford@buttecounty.net Plans Transmittal For Review Per Contract 2/25/2005 Applicant: 1,$owder, Calvin * Permit No: 05-0495 Project Type: Addn'I Det Gar APN:. 047-740-014. 100% 70% Plan Check Fees $ -219.96 $ 153.97 $ 219.96 $ 153.97 WILLDAN Fee $ 153.97 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other I TO: FROM: 1 SUBJECT: DATE: WILLDAN �%3TrF ° ° ;`It°° o ° o_ - o o (W ° COU N'%l Scott Rutherford (530) 538-7160 srutherford@buttecounty.net Plans Transmittal For Review Per Contract 2/25/2005 Applicant: 1,$owder, Calvin * Permit No: 05-0495 Project Type: Addn'I Det Gar APN:. 047-740-014. 100% 70% Plan Check Fees $ -219.96 $ 153.97 $ 219.96 $ 153.97 WILLDAN Fee $ 153.97 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other I COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-B.UILDIN.G.DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ST!:: �?C CA -f- f- V1 ASSESSOR PARCEL NUMBER ® L/7- 7 L/O 0-0/11 L/ KProposed Building Use: Kr-Z;e- Counter Technician: c� Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. w 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . r �,J 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. '-,❑ 11V 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico O Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ lip Soils Report and/or Engineered Foundation required ........................................... ........ ❑ Erosion Control Plan Required .................................................. . �j I... 1' Fees as shown on the attached Schedule of Fees Due Sheet. ❑ 122. City of Chico Plumbing �permit........................................................................ Cg�{ 3. California Department of Forestry plan approval] paid. Aat l � - vv.��.� (� �x- 24:--Planning approval (A) Use: (B)Parking: (C) Parcel Check: 25. Contact Land Development about _Improvements, _Drainage ......................... tJ26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization ...................................... :............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance................:.............................................. ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ` ` L ❑ 38. Other:_` ❑ 39. Other: When issued Telephone T �� 4 4 T- and hold for pickup. Gt-6c sw -V/6 FS r„�1 I have been informed of the above items and requirements for obtaining a building permit. Applicant: 1. IncTexperm.itappli ati nfor t above items numbered: 2. Additional itemsleouired 1 Date: _ Plan Check Le er tbFCI%j1bner, owner, was advised of the above data by 2' phone, ❑ mail, ❑ counter, by`-jr. Date: N 65-0's ontractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: . Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date"' Yellow: Building Division Plot Plan Anac6d J Roca Plan Attached 4�4 Sent to ®.O. ! T0: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance J� Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for dwel,ing. Other "/'4 >17"gCWE.,n c22!L e.�g 67 Hold final for: Final clearance O.K. for: NOTE: Environmental Health 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 m. �f SCHEDULE OF RECEIPT OF FEES O�j OWNER �L '` , `" VI A/ � PROPROSED BUILDING USE ln �A-�Cr- 0fo D ,(K1. `BUILDING PERMIT FEES (� Balance Due ..................... $ � 1 --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES A.P. # 6 t17� L `/Or®/y DATE RECEIPT # DATE REC. (paid at Building Division) Residential (per unit)..... X = $ Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00, (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone Zone X =$ # Units Amt. , Commercial (sq. ftg.) ......... x = $ Sq. Fig. Amt. y� 0 10. OTHER I �� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the p n ec 'ng process. APP DATE 2 Jos Pursuant to Govemmen ode eciion 020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) N Q AF��T Q�UTT G Departme Ont of Public Works /° ��° C o u n f 13 t t e f t y ® u ° ° 1. Michael Crump, Director LAND DEVELOPMENT DIVISION \° G Storm Water Management Program \ cOUNty / 7 County Center Drive AUC Wo��9 Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 1 ACREI Project Description: Project Location and/or Parcel Number:�j 0 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from. the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. S Title: Date: 2 / Z2� O S IQ Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Date: January 11, 2005 To: Environmental Services and Building Divisions, Butte County, California From: Calvin Sowder Subject: Permission to apply for a building. permit. I authorize Trent Sommers to act as my agent in applying for permits for a detached garage to°be located at: 13957 Lindbergh Circle Chico, CA 95973-8510 The last permit issued for this property (04-2388) used APN 047-740-013. The previous permit (02-1696) used APN 047-350-013. Thank You, - Calvin Sowder 13957 Lindbergh Circle Chico, CA Phone: 345-2202 e-mail:. calvinsowder@comcast.net Ka rk f " SITE PLAN REVIEW APPLICATION Date: 6e) AP# 61f 7-No—O( 3 Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: �•�� Q Owners Name: J Owners Address: (� �% S 7 C%C4 � Ca . 951 7�3 Telephone No.: Situs Address: Proposed Use: Residential ❑ New Single Family Residential ElSingle Family Addition ingle Family Remodel ❑ Mobile Home �% �� ® Residential Accessory / afZ 1 ❑ Permanent Second Dwelling C Q y 'Z 3 3 S> (pS 6 ❑ Temporary Mobile Horne (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family. Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural.Exempt Building ❑ Other: - Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved E]. Conditionally Approved ❑Res ve Problem r to Approval 10 Site Plan Stamped A roved 05 � 75 v ` P PP y By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) / X Expansive Soils (Test for expansive soils and if verified proper foundation design required)�f�f ® SRA - (CDF to determine specific requirements)' ❑ 100-Yedr Flood Plain: (See attached) ' • Flood Zone: • Flood Panel No.: 0600 7WIXOD Index Date: ZO 00 ❑ Sacramento River Reclamation District (Approval must be obtained from the 0ilifbimia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit — — — ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. M Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front , IV 101 Side - 3a Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. M Page 2 of 5 w i �q Applicable Development' Fees: 41K - Standard Fees Amount (Formula :Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other --------------------------------------------------------------------------------------------_--------------------------- Subdivision Map Special'Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By L1 Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes , Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ ,Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Enviroa rental Health Department requirements Page 3 of 5 in Subdivision MM/Parcel Map: D✓ -� Map Date of Recording: Lot: 13 ❑ Use Permit/Minor Use Permit Permit Number: Book: ' 1 3 Date of Approval: �3 Page: / --y3 Parcel Map/Subdivision MapfUse Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for.roa Page 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarryslBuildinb Permit Site Plan Reviewl.&6 y Page 5 of 5 • t (A ❑ Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarryslBuildinb Permit Site Plan Reviewl.&6 y Page 5 of 5 • t Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarryslBuildinb Permit Site Plan Reviewl.&6 y Page 5 of 5 Butte ott c County soPty Department of Development Services AUT ° TF° ° .o 7 County Center Drive 4 0 Oroville, CA 95965 • (530) 538-7601 Telephone (530).538.7785 Facsimile cOUNty ADMINISTRATION * BUILDING * GIS * PLANNING October 19, 2004 ' Calvin Sowder 13957 Lindbergh Circle Chico, CA 95973 Subject: APN — 047-740-013 Dear Mr.`Sowder, The Butte County Department of Development Services; Planning Department, has reviewed the4 submitted Building Permit Application 04-2338, and has found your application in compliance with the established planning criteria. The ;site .. plan you submitted meets the setback requirements for your zone as well as applicable map or use permit conditions. The Permit Application has now been forwarded to the Building Division for their consideration and action. Attached, please find a copy of any use permits, or mapnotes and conditions for your property. We are providing this to your, for your information and future reference. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at.(530) 538-760.1. Since ely, ana Adler ' Assistant Planner. p I- i le NOTES: SUS Ute► i � ALL WATER WELLS DRILLED IN AREAS OF KNOWN FLOOD HAZARDS MUST MEET THE CONSTRUCTION STANDARDS AS SET FORTH IN BUTTE COUNTY CODE 238-9C. DEVELOPMENT OF LOTS 1 THROUGH 30 WILL REQUIRE CONNECTION TO THE COMMUNITY SEWER SYSTEM. LOT A IS TO BE HELD IN COMMON BY THE HOMEOWNERS ASSOCIATION FOR THE PURPOSE OF PROVIDING A COMMUNITY SEWAGE DISPOSAL SYSTEM. ALL DOMESTIC WELLS SHALL BE LOCATED A MINIMUM OF N FROM LOT SIDE LINES, W FROM SEPTIC TANKS AND PRESSURE SEWER LINES, IW FROM STORM WATER DETENTION AREAS, AND IW FROM THE COMMUNITY SEWAGE DISPOSAL AREA. LOT 7 IS A DESIGNATED COMMON AREA FOR THE REPAIR OR REPLACEMENT OF THE COMMUNITY SEWAGE DISPOSAL FACILITIES. A SEWAGE FACILITY EXPANSION AGREEMENT IS RECORDED UNDER RECORDERS SERIAL NO.2 0 0 A - 000 33 PROPERTY OWNERS AGREE TO BE INCLUDED AND PARTICIPATE IN ANY FUTURE CHICO AREA RECREATION DISTRICT FORMATION OF A LIGHTING AND LANDSCAPING DISTRICT FOR THE NEIGHBORHOOD PARK IDENTIFIED AS LOT BON THIS MAP. . / FAV 531—D Cs - t_v-/ G2 f4 c, 6 ) S % , FLOOD ZONE 'A' PER FLOOD INSURANCE RATE MAP 06007C03200, DATED 01-20-2000 /, / /� /�/ // /!i!/, /•i;:! !i//! !i/!,, /i//// /i/ /!i! /i'i /iii - ! // O I CLERK OF THE BOARD OF SUP RVISOR'S STATEMENT 'RENCEODLE, yi (,,., E ARD OF SUPERNSORA DO HEREBY STATE THATON THEBUT7E000NTY BOARD OF SUPERVISOR'S 5. DWG SUl7DIVISION, UN/Tl ITEMS 14 AS OFFERED IN THEOIW. ER'S STATEMENT ARE ACCEPTED ON BEHALF OF THE COUNTY OF BUTTE. ITEMS S7 AS OFFERED IN THEOWNERS STATEMENT AREACCEPTED ON BEHALF OF THE PUBl1C. [TEM BAS OFFERED W THE OWNER'S STATEMENTIS NOTACCEPTEDAT THIS TIME , STEPHENJ. SCHUSTER, 1011 SPYGLASS ROAD, CHICO. CA HAS CONSENTED TO THE DEDICATIONS FOR PUBLIC USES AS SHOWN UPON THIS MAP AND R PUT ON NOTICE THAT PURSUANT TO GOVERNMENT CODE SECTION 66477 5, ANY DEDICATED PROPERTY SHALL BE RECONVEYED TO THE OWNER OR SUCCESSOR IN INTEREST IN THE EVENT THE LOCAL AGENCY DETERNI.VES THAT THE DEDILADON IS NO LONGER REWIRED FOR THE PUBLIC PURPOSES INTENDED. BR Q� CLERK OF THE BOARD OFSUPERKSORS, COUNTY OF BUTTE RECORDER'S STATEMENT FILED TMS %f DAY OF Ff�aOP211T 9:01 A. 41. "!N BOOK /'S7 OF MAPS AT PAGES J� � AT THE REQUEST OF PRECISIONSURVEYM. J BY.• ODUNTYRECORDER SERMLNO. %.CdA- BOO 5919 FEE 6//. p PHEASANT LANDING. SUBDMSION UNIT 3 SITUATE M SECTION 3Z, T. 23 N., R 1 E. M.D.M. BUTTE COUNTY, CALIFORNIA SCHUSTER CUSTOM HOMES APN a7,16D013 047,150-(H4.00,150-015 PRECISION SURVEYING 717FTFTHSTREET ORAND, CAUFORNIA 989113 s ; .OWNER'S STATEMENT ACKNOWLEDGEMENT _I, STEPHENJ. SCHUSTER, AS OWNER OF THE LAND SHOWN HEREON AND MID VALLEY TITLE AND ESCROW -- - COMPANY, AS TRUSTEE OF THE DEED OF TRUST PER RECORDERS 001 BERK NUMBERS 2.2691(, CUFORNIA STATE OUNTY OF COUNTY OF BUTTE. 2001.1259$ AND 2002.2772, HEREBY STATE THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS ON qW. D01_ 'BEFORE MF THE UNDERSIGNED, A NOTARY PUBLIC/NAND FOR SAID NECESSARYTOPASS CLEAR TITLE TO SAID LAND AND WE CONSENT TO THEPREPARATIONAND RECORDATION OF TMS FINAL MAP. ST ER BU7TOK +PFRSONAILY KNOWN TO ME OR PROVED TO ME ON T14EBASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON WHOSENAME[S SUBSCRIBED TO THE MINN WE HEREBY OFFER FOR DMICA TON FOR SPECIRC PURPOSES Tl�-EFOLLOWING : INSTRUMENTANDACKAOWLEDGED TO ME THATHE EXECUTED THE SAME INNIS AUTHORIZED CAPACITY, AND THAT BYMS SK.NATURE ON THE INSTRUMENT THE PERSON OR THE ENDTY UPON BEHALF OF WHIdI HE ACTED. - EXECUTEDTHEWSTRUMENT e GARNER LANE, GUNTRENROAD, AND LW08E GH CIRCLE TO BUTTE COUNIYO FEE SIMPLE FOR ALL PUBLIC PURPOSES 2'LOTC I0 BUTIECOUNTYIN FEE SIMPLE FOR STORM DRAINAGE FACBlRES,CWNTY SERVICE AREA NO.jai.MMC'"' M9N9 U :A 176. NOTARYPUBIX I RELINQUISHMENT TO BUTTE COUNTYOFALL ABUTTORS MKS OFACCESS ALONG THE GARNER UNE COUNTY OF BUTTE FR06YTAGE OF LOTS/ THROUGH 7, LOT A. AND LOT C. A• ANO-0EVELOPMENTEASEMENT W LOT AS SHOWN HEREON TO BUTTE COUNTY. . S A VARIABLE WIDTH PUBLIC SERVICE EASEMENT(PSi ALONG STREET FRONTAGES OFALL LOTS, AS DEFINED IN SECTION (006 CALIFORNIA STREET AND HIGHWAY COM DEDICATED FOR ALL PUBLIC. SERVI EPURPOSES. B, THE EASEMENTINLOT I9ASSHOWN HEREOA,FOR FIRE PROTECTIONFADIURES. :SURVEYOR'S STATEMENT 7. THE EASEMENT IN LOT B AS SHOWN HEREON, FOR 8TROM DRAINAGE FACILITIES. B. LOT TO BUTTE COUNTY W FEE SIMPLE FOR PUBLIC PARK PURPOSES. •. WEHERESYDESJGMATELOTA AS A COMMON AREA FOR THE COMMINITY SEWAGE TREATMENT AND LOO HEREBY STA TE THAT THIS FINAL MAP OF PHEASANT LANDING SUBDIVISION. UNIT CORRECTLY DISPOSAL FACILITIES; FOR THEBENEFIT OF L073 I THROUGH X LOT SHALL BE CONVEYED BY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN. FEBRUARY, 2001. AND IS TRUE AND SEPERITE DOCUMENT TO THE PN EASANTUNDNG SU$DIVISION UNR 3MOMEOIHJERSASSOCIAT'ON AS UECORDNEOD& COMPIETEASSHOWN. ALL THE MONUMENTS WTU BE OF THE CHARACTER AND OCCUPY THEPoSITIONS DERNEDBYTHECOVENANM CONMnVS,ANDRESTRICIKNAS CURRENTLYHEREWIM /NOKATED WITHIN 90 DAYS OF MAPRECORDATKYJ AND WILL BE SUFFICIENT TO ENABLE THIS SURVEY TO BE WEHEREBY DESK:NATELOT7AS A COMMCN AREA FOR THE REPNROR REPLACEMENTOF THE COMMUNRY SEWAGE DISPOSAL FACILITIES LOT 7 SMALL NOT BE RELEASED FROM THECOMMONAREA RETRACED. " .,o�^"'•"'o DESATM47ION FOR LEASE SALE OR RWJCE UNTIL, A WRITTEN RELEASE HAS BEEN PROVIDED BY BUTTE COUNTYENVUTWlMENTAL HEALTH QEPARTMFMAHD TNERNOCB TD IME HOMEO'MVEW •. /� I� j.� d . ASSOCLATON AN00'ANER OR SUCCESSORW INTEREST. LESLI 1. 1 TTY i ,�.wo, ma OWMER MIDVA(LfYtt EANDESCAOWCO. COUNTY SURVFYOR'S STATEMENT . ACKNOWLEDGEMENT LSTVARTEDELL, DEPUTY COUNTY SURVEIOR,DOIREtEBY STATE TNATI HAVE EXAMINED THIS FINAL MAP STATE OF C4UPORW PHEASANTNDING SUBDIYAK)N, UMI SAND RAID THAT RIS SUBSTANiMiLY THE SAME AS IT Of U COUNTY OF BUTTE APPEARED ON THE TENTATIVE MAP AND ANY APPROVE) ALTERATIONS THEREOF. ALLPROVISIONSOF THE SUBDIVISION MAPACT AND LOCAL OR"AICE APRJCASLE AT THE TIMEOF TENTATIVE MAP APPROVAL HAVE BEEN COMPLIED WITH ANDIAMSA77SREDTHATINSMAPISTECHNICA�.LYCORRECT oH�ZOOfi BEPoREMETHEUNDERSIGNEDANOTARYPUBLICOAND NJ PROVED FO iOTS,�Q�P€AT E SRY - ' CE TO BE HE PERSON TO BE HOSE M IS U BASTRUMENIS OF. TANDA •. 2 THE TO THEW7IH/N INSTRUMENT PAID ACKMDWIEDf'ED TO ME THAT HE DEPUTED THE SAME 0 HIS WITHIN ACKNOWLEDGED THATH EXECUTED SAME Gs -�'� oY /3 f � Z oo P AUMOI82ED CAPACITY AfID THAT BY.105 SIGNANRE ON THE PERSON OR THE ENTITY UPON BEHALF LSFW9[ICN HFALJED, EXECUTED THE INSTRU4fENT.1 D EPUTYVE COUNTY LL'''' (' �LL, ft I.• .. ,C.IIWLIW MRX.N ALu AMNIAOD7TAAARYPUBUC SSKi- RE.'STRATXXE)(PIERS 3,1 1-03 _ r COUN7YOFBUTTE Oct. 2'1 Zoos �rrna�7gs • O I CLERK OF THE BOARD OF SUP RVISOR'S STATEMENT 'RENCEODLE, yi (,,., E ARD OF SUPERNSORA DO HEREBY STATE THATON THEBUT7E000NTY BOARD OF SUPERVISOR'S 5. DWG SUl7DIVISION, UN/Tl ITEMS 14 AS OFFERED IN THEOIW. ER'S STATEMENT ARE ACCEPTED ON BEHALF OF THE COUNTY OF BUTTE. ITEMS S7 AS OFFERED IN THEOWNERS STATEMENT AREACCEPTED ON BEHALF OF THE PUBl1C. [TEM BAS OFFERED W THE OWNER'S STATEMENTIS NOTACCEPTEDAT THIS TIME , STEPHENJ. SCHUSTER, 1011 SPYGLASS ROAD, CHICO. CA HAS CONSENTED TO THE DEDICATIONS FOR PUBLIC USES AS SHOWN UPON THIS MAP AND R PUT ON NOTICE THAT PURSUANT TO GOVERNMENT CODE SECTION 66477 5, ANY DEDICATED PROPERTY SHALL BE RECONVEYED TO THE OWNER OR SUCCESSOR IN INTEREST IN THE EVENT THE LOCAL AGENCY DETERNI.VES THAT THE DEDILADON IS NO LONGER REWIRED FOR THE PUBLIC PURPOSES INTENDED. BR Q� CLERK OF THE BOARD OFSUPERKSORS, COUNTY OF BUTTE RECORDER'S STATEMENT FILED TMS %f DAY OF Ff�aOP211T 9:01 A. 41. "!N BOOK /'S7 OF MAPS AT PAGES J� � AT THE REQUEST OF PRECISIONSURVEYM. J BY.• ODUNTYRECORDER SERMLNO. %.CdA- BOO 5919 FEE 6//. p PHEASANT LANDING. SUBDMSION UNIT 3 SITUATE M SECTION 3Z, T. 23 N., R 1 E. M.D.M. BUTTE COUNTY, CALIFORNIA SCHUSTER CUSTOM HOMES APN a7,16D013 047,150-(H4.00,150-015 PRECISION SURVEYING 717FTFTHSTREET ORAND, CAUFORNIA 989113 CORNER NOTES KEEFER ROAD KEEFER 122 MAPS 12 KEEFER CREEK ESTATES, PHASE 2 PER 122 MAPS 12 PER 138 MAPS 35 - ,- - • - - - - - Y4'IRONPI1E WITH TAG 1.S 3136 -PER .. _ 107 MAPS 8 (t6maYfxD �,• W IRON PIPE WITH TAG 1S 5616' PER 3 la 6•mwE I...oxq 138 MAP597AN0122 MAPS 12 2 YIROY FWE PSR 300V197 -E 1677.91' I I ® rIRONP,PEW7771 TAG•L33925•PFJ2 PROJECT u evr u .1-4570 43MAPsBI LOCATION -ID [/5�� ASM NOME I"PER4T TAG ACCEPTED u2' _.677A0' I X201 ' ® 111(0 _ f13.ID' II7. 72218'® AS MONUMENTPER /9 MAS 81 (Mm -w aa.OKO 1 1 i1S6Y :_: _"1tid$_ ::aaA 7fff 1 1 1� RAILROAD SPIKEATWERSBC770NOF 1 W :::::::::::::::: •� 9 GARNER LANER'SSERIAL NO ROAD ` .y mLOT W W W W \ \\....:: RECORDERS SERIAL NO 2001.2697A . �8 y$LOT 15 � L0T18 BLOT 17 = LOT 18\\ \ ��' ::-: �_�... s r SET w7TNESS CORNER N O-OOWE i LOT1 �on ArAEsg ryanArAEa �6n Aa l $,�„ WAC \ `��I OATA,ANAMGYfA6Ed- / SOW FROM PROPERTY CORNER AISATAE9 2 ;y $$ 1 C OG.N[IAR_'::::_ ... y 2 0 z z ti \ NO DEVELOPMENTEASEMENT D �i \ y C-=iI=:_:i°f:-:='3ic fSHADED AREIU N" `\_ p1D1•E i IJ_8.42 _U100 _. __11192_ _�Y.���' \ -w7Aa72rx,m:::. y A GUSTA ROAD Z $ IId.2 6ar0091-E 510.17 1 i :�1 ♦ ` •` Z ::.:::: . c UNDB GH CIRCLE � ...... SPYGLASS ROAD �$ LOT 12 \ '" \ �� \'�,i.cc:r_'f.'?_ e '� amArAaFe ,• Or of __TfHEO' - lt9.iY S\•,��r._::_:::r:_: i., }. NOD'OWO'E •a I$ $ i' \ ••::::-::::- VICINITY MAP N 1 24"IT I � LOT 23 .. \Gc: _ 1n NOT TO SCALE I 1= anAaEa m$ LOT 2I $ LOT21 LOT 20 LOT 19 \ _ _ _ -n Itg LOT 11 yI m 1 « IauprFe ti LHATAE7� LmAaEa �I�':: �':,:-: eco e (DFALLSO.21-SOUTHOFLWE �- amAGEd ^I Nar0090'E z 1 _`A A' I I z I1 b• 3 N 2/W'0000'E I i NODWWE 1 Iq.15 11 '623'A I$ $ N01-WOOE NWTVWE N w J am T24 .. OObOtA7E 101-"+E 1laaw y..q ........__.__.. am���auOT29 1 I Nar H Nar009PE 1 Na0'0000'E. !- (DFALLSO.,T SOUTH OF UNE 1 - ._...� 'n _..--::: g r • Q 219.91• I g n LOT 26 LOT T7 LOT 28 z7+0.6' 1 1� i $ G uAOxa $ uuaEa $ R amAaEa 1$1•z==::: =-? g I$ 8079 y L^ Lorls LOT 90 a ., a AC/Ea i ; amAoaa a$ ,aAaaa �1 tis NarOO90E •� u 1BQ91L__ 7_1@200__ 700.40__ 1M01'C_ 7_50 20 I NE 862.5 y2' 1 ' g 00'ar00'0 --� 10 z LOTS \ i3 4LINDB10-17GN CIRCLE • T& `r.. ::_ �_:: e i I.mAOaa �_�'--TSSL®- lixi.9r-"flxar- - t7Sf.�- -11330' "-ia176- -BxSr'75381 � � FALLS a1750UTNOFLINE I g WD W �`S ^` lag-;:_ _ S� MrN ,[� W $ ,pNO� LOTI LOTS F LOT2 $ y 1mLOT LOTH LOT7 LOTS LOTS $�WWWE $ '� usArArFs $ q nwAars St ti OmAOss $ amAMas $ ,�?, 6mACAEa «-A. SSS amAM1Ea z 1G r� �!a/' 7'm ara2m G 2 In 2 w ?$ -A- w ti/R�c ess lorwiamm I 7i&99' _J55,9d_ 117ap_ L11i02'_ _Jolty- _ OD__ 6 0._v"'1@:s _ oz� - I - "�' �$ -L'3. 3 u----_2't6'2L_M- - R aRrelaatt9ox ® s Wro090 w 677A0 �- PER 1820 O.R 328 1691.60' (-.Nq GARNER LANE - - - 5 000001- 6! . w 8,71' - - xOrFalum (aomo6•w saoKq r N00'001p•E 771x67' Ia9A7x "I.r1U 09)90E 7116.66' 2S (x6966aE 2n3aoKq p'amm•E 21Ianq .` 61600FBFARarGa • _ CURVE DATA REUNOULWMENTOFABUTIORS RIGHTS OFACCESS ALONG -. L Cl o-800990 R-TO.ar (=71.17 c+z D- 24,457r R°1W.ar L-99.36' GARNER LANE FRONTAGE OF OTSLEGEND f THROUGH 7, LOTH, AND LOT C C2 0. 90.00170 R=10.ar L=8293' C13 D•15.0090 R-20OW L -15T08 - C3 I)- 10'00'00' R=170.00' L• 29.67 C71 D=15.0090 R- 17aW L• 133.57 8 S71114 -IRON PIPE MTN CAP STAMPED •LS 5712- C4. 717C40-10'WW R•200.00 L=31.91- C15 D="•2456' R-20.00' L•1550 • SET &rREBARWICAPSTAMPED-LS3712• _ PHEASANT LANDING SUBDIVISION C7 0=10'0090 R- 2300V L-10. f1' C16 D -71 -IOW R-SOAO L=6211' ' SET STANDARD STREETCENTERUNE MONUMENT UNIT3 " CS D-35WW R=17QW L=103.85' C17 D=1715'' R•SI.ar L-3&19' O FOUND MONUMENTAS DESCRIBED IN CORNER NOTES BASIS OF BEARINGS SITUATE IN THE HE 171 OF SECTION 32, T 23 N, R I'E:MDM THE CENTER LINEOF GARNER LANE AS ESTABLISHED BETWEEN C7 0+35'0090 R-20OW 1.122.17' CIO 0.63'5778' R•50.00 L=56.78' SUBDIVISION BOUNDARY - MONUMENT NOS. I AND 1, DESCRIBED AS N 00000 EIN THE BUTTE COUNTY, CALIFORNIA . CO 0.39'0091- R°I70.ar� L- 140.5a C78 0=8699'59• R=90.ar 1.7756 (f) RECORD INFORMATION FILED AS RECORDERS DOCUMENT NO..2001-26973 RMA710N PER 163 MAPS 85 SCHUSTER CUSTOM HOMES C9 D- 44'58W* R- 230.00' L=180.52' C20 D• 88'55.52• R- 50.00 L- 7816 (2) RECORD INFORMATION PER 122 MAPS 12 AND 138 MAPS33 _ . APNa7J5MZ 047450011047.340015 CIO 0-44'5607* R -MW L=+56.97' C21 0.101177 R -230.00'L=81.28' (3) RECORD INFORMATION PER 43 MAPS 11 SURVEYING E C11 _ D' "'5897• R• 170.ar- L• 17112' (I) RECORD INFORMA71ON PER RECORDERS SERIAL N0, PRECISION SURVERLAND, CALIFORNIA 9596) 2007-26973 717 FIFTH STREET w PSE PUBLIC SERVICE EASEMENT uM3o02.Pc3 DATE S SE SHEET 63296 FEBRUARY, Nqf f' • /s0' 2 OF 9 QooK is3 PAGE �fz ALL WATER v'WIUED IN AREAS OF XVOW74 FLOOD HAZARDS muTmEET LSDR 1 i CONSTRUCTIONLSTANDARDS S TTE SO FORTH IN BUCOUNTY CODE 23&X. ME DEVE COMMUNITY SEWERTSIIHR000NbWiLL REQUIRE CONNECTION 70 THE , 1 COMLOPMENT QFLOTS I THROUGH LOT TO BE HELD LV COMMONBYTHE HOMEOWNERS ASSOGATION FOR THE -� - ------ PURPOSE OF PROWLkNGACOMMUNT'SEWAGEDISPOSAL SYSTEM. + ALL DOMESTIC WELLS SHALL BE LOCATED A MINIMUM OF 5 FROM LOT SIDELINES. 50 FROM SEPTIC TANKS AND PRESSURE SEWER LINES, IWFROM STORM WATER DETENTIONARES. AND 150 FROM THE COMMUNITY SEWAGEDISPOSAL AREA e LOTH LO715 LOT f8 LOi17 L ISP 6 LOT ?LSA OESIGNATEDCOMMONAREA FOR THEREPAIR ORREPLACEMENTOF THE LOT13 COMMUNITY SEWAGEDI FACrES A SEWAGEFACUTY WANSION •� `.•.: .y AGREEAIENT IS RECORDED UNDER RECORDERS SERIAL NO.2 000 - OOO S43 3 1 PROPERTYOWNFRS AGREE TO SENCLUDEDANDPARRUPATEINANYRNIIRE RREPROTEC •. ' CWCO AREA RECREATION DISTRICTFORMA710NOF A LIGH7ULG AND LANDSCAPNNG DISTRICTFOR THENEIGHBORNOODPARIL IDENTWEDS LOTS ON THIS MAP. LO LINDBERGH CIRCLE .--_ n .. 111— I LOT23 4S� LOT �LOT21 LOTOLOT19 I LOTH ° WELL OCATIONWl1H LGT , Vii% ``'' •',, :!: FLOOD ZONE A'PERFLOOD INSURANCE RATE MAP . L- e TANK FREE : iY;, i;C:4: 4';. -i•,, . W WTDW7OD, DATED 01-20-20W- S LOT24 N CIC(TYPKALI LOT,1O LOT28 Lone Lor27'. LOT28 Lor9 LOT 25 ° oo LOT30 U D _ RG CIR H CLE '"•:,��%%, OT OT 8 LOiA y SEWAGE ° e ) asvosAL LOTT LO 8 0T5 • LOT4 LOTS LOT2 L 71 '."•;',:;, ::;S ��s '; �i�y DLST° I AREA ';':.'•� i. �.:y;; •'.,iii;:%�i)�%i,}':•i;.i ;% W� i /SEE NOTE 3) ( NOTE 5) L07 C ;/`.•: i ,': : • � � - .. 150 SEW EDI 10011 TORM WATER FACILITY CK SETb1CK ADDITIONAL MAP SHEET GARNER LANE THIS SHEET SHOWS ADDITIONAL INFORMATION THAT IS THROU H7AD LOTH THERALONGGARNERLANE FRONTAGE REOFLOTSI REL AVANT TOPIIEASANTLANONG SUBDMSION, UNT13 AND FOR THE MAUAT7N THE HOMEOWNERSASS4NDSQ NRESPDNSlBLE LS FORWFORMATIONAL PURPOSES ONLY DESCRI&YG • FOR THE INSTALCATION AND AWNTENANCEOF(ANOSCAPUMa -' CDNDRIONSASOFTHEd17EOFFIING. AND IS NOT INTENDED TO AFFECT RECORD TTTLEINTEREST. • - WFORMATIONINAODIRONTOTHATSHOWN HEREONIS ` . WHO RECORDED CONWRREYRY UNOERREOORDERS SERIAL No.2.O�1 oOo S�+.3o PHEASANT LANDING SUBDIVISION h • UNIT 3 • , • SITUATE INTHE NE IN OF. SECTION 32 1`23h, R I E, MOM • BUTTE COUNTY, CALIFORNIA SCHUSTER CUSTOM HOMES APNa7,n Mq 017JW414 047450015 - PRECISION SURVEYING 717 FIFTH STREET ORLAND. CALIFORNIA 95963 DATE �M- SCALE SHEET • 03M FEERUARY,1001 1'.130 3 OF 3 ' .� ,G3ook /f3 PRG 't3 VW I LLDAN Serving Public Agencies March 21, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 Tel: (530) 538-7169 Fax: (530) 538-2140 SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL Willdan Project No: 14351-1444 Jurisdiction Job No: 05-0495 Applicant: Trent Sommers Description: Sowder Garage 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: • Plans: Two (2) copies sheets Al dated 09/17/04, by Sommers Drafting and Design. • Truss Calculations: Two (2) copies dated 10/04/04, by Longfellow Lumber Co., Inc. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. 4� 9 f APPLICABLE CODES Unless noted otherwise, all comments are based: on requirements of the 2001 California Building ' Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC". • Part 3, known as the California Electrical Code, and abbreviated herein as "CEC". • Part 4, known as the California Mechanics}Code and abbreviated herein as "CMC". • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC". °E • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS". , CODE ANALYSIS i Our plan review revealed the following information regarding the occupancy designation, type ofo construction, and other pertinent features. This information is consistent.with that shown on the plans. 'r E Specific Type of Type ofS ls` Floor 2" Floor Total l . Use .. Occu anc . Construction prinklers Stories Sq Ft Sq Ft Sq Ft 10Wy.4 3 Garage U-1 V -N € , No 1- 1000 0 1000 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments i and/or agencies that have jurisdiction'over this project. 2. Revisions and/or notes as 'red -lined on the plans. DEFERRED SUBMITTALS ' Our plan review reveals no deferred submittals noted at this time... SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. 4 Sincerely; i Michael LeBeau ► F ,� Plans Examiner . i Cc: E-mail Alice Mefford at: amefford@buttecounty.net Sommers Drafting and Design, 319 W. WVSt. #9A, Chico, CA 95928 isommers(a,email.com Calvin Sowder, 13957 Lindbergh Cir. Chico, CA 95973 1 _ • C''aoe 2 of -2 x 1'illdan' 4353-1.444 .PC 1 P ' Butte County 05-0496, ill BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP042388 LICENSED CONTRACTORS 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 Issued Date: 11/16/2004 APN- 047-740-014-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: �/ 17' Site Address: 13957 LINDBERGH CIR CHI Date: (1 //s OL/ Contractor: ii4L7/rnA7_0' 1)1_ti Map Index: Description: LATTICE PATIO COVER (842) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I .am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: SOWDER CALVIN DAVID &RYSBERG JANE. permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a ANN signed statement that he or she is licensed pursuant to the provisions of 13957 LINDBERGH CIR the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or CHICO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95973-8310 violation of Section 7031.5 by any applicant for a permit subjects the applicant.to a civil penalty of not more than five hundred dollars ($500).): O 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: SOWDER CALVIN DAVID 8r RYSBERG JANE. owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, ANN provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ULTIMATE PLUS 0,XI am Exempt under Article 3 of the Business and Professions Code 3106 B HWY 32 CHICO, CA Date: Owner: 95973 - 530-342-3052 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 License #-e_R4400o� �1/ 7.20 7 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 Architect: by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 842 S. F. Policy #: U,-maI certify that in the performance of the work for which this permit is Valuation: $13,472.00 issued, I shall not employ any person in any manner so as to Census become subject to the workers' compensation laws of California, Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, 1 shall forthwith comply//with those provisions. Date: / / '�L�" d �� Applicant: c WARNIN: re to secu : rs' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Coda ?nrflor I hereby affirm that there is a construction lending agency for the Resolutions t do work indicat a ve for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) �y�yy� j, Name: By:� i A Date: PERMIT EXPIRES ON: �^ l6 Q� Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: -� C�'` �(� ) ry Signature: �� Date: / I f �o `�� 0 Owner f$—contractor ❑ Agent for Owner 13 Agent for Contractor i t BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS " 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION , "PLEASE PRINT CLEARLY" — OWNER Last Name O Name irst Name `C,) Address - 3 66-e yc ' city c , c State Zip S Phone3 Z Fax E-mail �. Zip, 119 CONTRACTOR Name ivl R U Address LT Address 3 7 ri13w Z City Zip State Zip, Fax L' d- s„ Z State License Number Phone Fax 3� *__ 3b E-mail .-- Lic.� Class 119 ARCHITECT/ENGINEER Name ivl R U Address Address City No State Zip Phone Book Fax E-mail s„ Z State License Number 119 APPLICANT SIGNATURE X For e u nty: APPLICANT NAME Name ivl R U / Address No city c tat Book Zp9s e! 3 Phone 30 s„ Z Fax 3 3 < E-mail Address APPLICANT SIGNATURE X For e u nty: Zoning AN ,�- ProIj, dress Flood Zone Cross Street SRA No Occ. I Ty& Const Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SURMITTAI RFOIIIRFMFNTS PERMIT aq,: BP BIN # Description or Scope of Work: L -I Sq. Footage a- ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan.. check fees for work plan checked and other department costs are not refundable. Received by: C� Re c ) qo- / Date:b i U� Amount C>?4 Bldg SRA �j Sheriff SMIP ` Other Total LOCATION AN ,�- ProIj, dress ' D-0 13 City n.� �3LC/ GN fL_G Cross Street 02 GA ^1I -E WORKER'S COMPENSATION Policy Number Carrier if hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: L -I Sq. Footage a- ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan.. check fees for work plan checked and other department costs are not refundable. Received by: C� Re c ) qo- / Date:b i U� Amount C>?4 Bldg SRA �j Sheriff SMIP ` Other Total SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED.. ALL PLANS MUST BE LEGIBLE AND IN INK. ` Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans,'signed by the preparer. NO GRAPHPAPERI ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXESI). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPERI ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. 6 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FABS!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION :1FORMSWILDING FORMS\BIdgAppJSubRgmts.doc Page 2 of 2 REV 6-16-04 : :: ,' . I•.� .�. i.:'a. ,. :_..�+: .;�:... :.Sa;.h.=: f..r ... ..: 9..... .'w"a•4��.:r Ny y T • � ""'1.. J` t � .'J`-' .,�,�.. ,. ...i r r .....i.,.. �:� •ka. 1. • .. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER v I 7 Proposed Building Use: W 1 Counter Technician:Date: �' V Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order t61apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. IJQ_e�'-J` • 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. ,-No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 1r 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) Use: OIL(B)Parking: (C) Parcel Check: d q oy ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form ............................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization ...................................... :............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed,,❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ �. ❑ 38. Other: i ❑ 39. Other: When issued Telephone J and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 5 " 2' C, Z-1, 1. Index pepit-ap IiFation for the above ite�s numbered: Plan Check Letter resigner, owner, was advised of the above data by e, ❑ mail, ❑ counter, by y p signer, own was advised of the above data by one, ❑mail, ❑counter, by te: ans reviewed by: J Date: I (7 ` 0 Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division TO: . -Building Department FROM: Environmental Health E.H. USE ONLY Piot Plea Attached • eJ Flom Flan A a SUBJECT: Sanitation Clearance l Sdw - 13�757 o �4 Owner locati AP Plan Approved for: Sewage Disposal X Water Supply: Public Private Well .� Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 A . LEGACY REPORT ER -2621 P Reissued April 1, 2004 ICC Evaluation Service, Inc.. BusinesslReglonal Office' 5360 Worlvnan Mill Road, Whittier, California 90601 a (562) 6990543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 www.icc-es.org Regional Office ■ 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 ■ (708) 7992305 Legacy report on the 1997 Uniform Building CodeTM DIVISION: 10—SPECIALTIES Section: 10530—Protective Covers ATTACHED AND FREESTANDING PATIO COVERS AND COMMERCIAL ROOF STRUCTURES WERIMAX BUILDING PRODUCTS, INC.• 5208 TENNYSON PARKWAY, SUITE 100 PLANO, TEXAS 75024 1.0 SUBJECT Attached and Freestanding Patio Covers and Commercial Roof Structures. 2.0. DESCRIPTION 2.1 General: The patio covers and commercial roof structures include freestanding and attached designs. The walls must be unenclosed. Allowable loads and a summary of plans under this report are shown in Table 1. 2.2 Materials: 2.2.1 Aluminum: The aluminum is available in roll -formed and extruded shapes of various alloys and tempers, complying with Chapter 20 of the UBC. 2.2.2 Steel: The steel is various grades of galvanized, cold - formed steel complying with ASTM A 653. 2.3 Installations The structures are erected and framed in the manner set forth in the attached plans. 2.4 Identification: Each structure bears a permanent decal or identifying tag stating the allowable roof live load, the horizontal wind load, the uplift wind load, the name of the manufacturer and the model number. 3.0 EVIDENCE SUBMITTED Plans, calculations, and reports of transverse load tests and fastener tests. 4.0 FINDINGS That the Attached and Freestanding Patio Covers and Commercial 'Roof Structures of Amerimax Building Products, Inc., described in this report comply with the 1997 Uniform Building CodeTm (UBC), subject to the following conditions: 4.1 Construction is in accordance with the attached plans, dated February 8, 2000, and the UBC, except the maximum snow loads are limited to 30 psf. • 4.2 The 10 psf (479 Pa) live load patio covers are in compliance with Appendix Chapter 31, Division III, of the UBC. This report is subject to re-examination in one year. TABLE 1 DRAWING NO. OF TYPE OF STRUCTURE SUPPORT METHOD DESIGN LOAD (psf) PERMITTED NUMBER PAGES ENCLOSURE (based on horizontal Roof Live Horizontal Wind [or -Wind' Uplift' wind calculations) (Snow)) 10, 20: 10.2 ,10.16 97GN 2 General notes — (20.to 30) to to — 28.7 64.18 97SC 2 Structural configurations Attached and freestanding — — — May not be enclosed Roof panel spans, header spans, 7.5 8 column spacing, column type, footing — 10 20 (20 to 30) — to — size 64.18 97CD 9 Component parts and details Attached and freestanding — — — May not be enclosed 97LT 4 Component parts and details Attached and freestanding — — — May not be enclosed rut tet-. i psi = yt.00 ra, i mpn = 1.o -i KM/n. 'Horizontal wind and wind -uplift loads developed with a basic wind speed of 70 or 90 mph, Exposures B and C, in accordance with Chapter 16, Division III, of the UBC. Patio -cover horizontal wind and wind -uplift loads developed with a 70.or 90 mph basic wind speed, in accordance with Appendix Chapter 31, Division III, of the UBC. ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to i any finding or other matter in this report, or as to any product covered by the report. Copyright © 2004 Page 1 of 1 .gmo ��//�� L7�LJJ�ly1 ly Oil. 1111` i�'.lsati � lIISDao � i'•JiRiL IjI . J3:i :Soas.o idi �o.l a 7� U 7C= Lei :dZ.O?f :S1J Slat s 38:.�5:adf� fic . all AM W. rm 04 amok, Awe. 1 mss*• C�1 Fuirmm , ' wMr. pl�' yQw -r-= ^ x +le= eniulOcn rG=n ER -=l P dafad A;Al t, -rxxs fu in 9=d n undertow 1997 Unfform Sugdiv CwaTu. cf tho &433 of = mPcrt =Unues. 9ersding m=mqW= of tmhrk si • I If YM Isere arty 4 U. OWN =ntad Ma St (SE2) Wa-4 3. a> nsbcn 3=. i I Your Very trw. I &i2i1 C.•Garbar, Sf. • � 1 Sonicr Str�x',ural En8rrseer G moi- 9C'ScL ''Jr•I �1'IC1-!c' :;N c wow = bBl ll/Q 2 Z',.'E 01•:1 5a: 519 ; S:J IOU CORP APPUCA7CNS cemcxs a rrT�o c s, avc. E SSTH S'.�7 L --71(G MACK Ca 9cem 7.t i'.Cc ZTb �t Fax (52' Wim] w ww FLA -'un .ten Juno 10, zoo:: .-l- Tcraa•.i A===1:..1 C:IIAs i�I D L3t:C.3 1550 Parkway Blvd West SaC:11 a=Q, CA 95691 r'La: P:of acral RZ en, Ca:u�rnia Dmr -W. Tcr--ai: . This 1e� u zvritea aL 2: ,o ;cquest cftilr. Carl PuID..�s of �-ia�.a : r3::ilding Frcmic:s. I art Ln= . _ ecsr� cf racard fi:: anis* ,,a-- Bukiug Prcducs ICBO-ES Evaluaann -apert ER2521?. A.3 eratnd �y my asci and =r dc=a of rsgistratica below, I am a re&sred profsariaaal civ1 e:tgar� in the State cf California, My as 7= registration cerdfczte =pires Itilares 31, 2OC6. S'in=,ely, ��� QROFE.YScp�( RADCO IL F. Tuckzr� Coaauliaat 4jF OF rCAL1' CC: Carl Putaam Amair=1uilding Products 1140 All Pro Drive F.I dw; IN 46514 il r SCO*.*— 'OM 3!'l3JW: :)Ni's.L5r dj,, t•h'l�L'fiQ . : INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE- FROM: �(� ,Cie `LSI e� , ENVIR. HEALTH, CHICO DATE: 'D 3 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNERNAME: G4GL/ SEPTIC: ✓ WELL: c� AP#: %' `t D D ADDRESS/LOCATION: 6o 771- 0 Comments: GL/memos/releasehold R V COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 e�ER NO. (Rev.12/SQi� APPLICATION AND PERMIT �i "�� ASSESSORPARC .NUMBER 047-350-013, 014, & 015 ZONING BUILDING PERMIT OWNER GALLI, MICHAEL TELEPHONE 345-8646 SO. FT. OCC. BUILDING VALUATION R 169,560.00 . OWNER'S MAILING ADDRESS 3171 SANDSTONE LN., CHICO 946 y 17 029.00 CONTRACTOR'S NAME OWNER TELEPHONE 456 C 5 928.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 192 516.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 627.25 BUILDINGADDRESS 1 957 LINBURGH CIRCLE CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $1635.25 LAT NO. 14 SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.001.05.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 5.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY (4BR) Gas piping system 1 - 5 outlets 15.00 0.00 Building sewer 15.0015-00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 215.00 ELECTRICAL PERMIT Fling Fee 20.00 600V LES Main Service 2o..OR LESS 23.00 •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. /jPOWER License Class t/ -7 (� 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 L000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. BLDS. 3.50FT. 43.01 T. NON N•RESID. ANCHOU CUT 97,50 APPARATUS 3 SINGLE OUTLET CIR. OUTLET OR FDLTUREs Ex. Occu Bn� o I.s�o FI APPLNS. OR Ex. Occup. 5.00 ouTLETs RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 186.01 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 rformance 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 card* r and policy number are: Carrier Policy Number 7 / _l� q (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' pensa ' provisions of section 3700 of the Labor Code, I shall forth mply vffh those'sons - / XDate i� -' -G 7� Signature of Applicant - O Owner O Contractor ky- Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 2 20.00 40.00 Cooling 2 25.00 50.00 Hood 6.50 6,50 Ventilation - gas i1rE7ll� .^e PERMIT FEt S164. 50 Mobile Home Installation Fee $ Energy Inspection Fee $ 4E . 00 C CO co PE TOTAL FEE $ 9 94A .., D. FEES MP FL D DF ARC D SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to indicate bove for which fees have been paid. ` / 11-6 By Date / / ,6 PERMIT EXPIRES ON I Date do work ReceiptNo. S 36.25// WHITE-D.D.S.-B.D. CAN RY-ASSESSOR PINK - INSPECTOR GOLDENROD -APPLICANT Sty- oe Jhde-y, 00, Neecis Ch iro parK a w e(f S,,q S r716 �- i Schod 7-ee -,-(KylWv� - D,� `7 on d4 �,q -sleet 1 i r i l .. i 4 - r t i, it Feb 01 02 08:13a P-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-754 0-2 ,/PE -RK p o. (Rev. 12196) PPLICATION AND PERMIT C - ASS ESSOR PARCEL MUMS rg.�� 1� ; jO --s (.2 — I — BUILDING PERMIT owNF.R �J1I �t 3� H ?"(( SO. FT, OCC. BUILDING VALUATION NE Z.S.. ._ � o. --- OWNEA'8 MASJNO Ap - -�MMiu3nna•c�..u►�¢. \NIRACTORS MAIUNO AD0 SS - CONS TRVCTHON LENDER LENDERS MAJUNG ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAIUNG ADDRESS -SULLDINO.aDORESS /may LOTNOA / / 1 SUBM- IONSNAME RE SF (K Duplex ❑ Mobilehome ❑ Other epECIFY TYPE OF WORK New ❑ Addition. 0 Remodel �❑Utilities �❑ Installation ❑ other ❑ Describe Work: 44 Ftp'bj 032o C -S A 6? *PERArT PEE PAM SRA SHERIFF " To" F6iT 211,111" COAAF n" Toc"'.cl/ Flo lace I Filinq Fee ' I s 20.001 Permit Fee 1 $ yh5. r)0 I Energy Plan Checking Fee _s0 S $ PERMIT FEE i 5►a PLUMBING PERMIT Fling Fee 20.00 Each Trap OOO L67.00S Solar or heat um water heater 23.00 ^� Water piping j 15.00 -00 Each as water heater or vent"15.0_ MUL71.OUTLET Gas piping system 1 - 5 outlets0Buildin sewer 0 Mobile Home I S I G I W I Q2o.0o PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service eoov OR LESS I 200A OR LESO 23.00 p8.W Main .Service 200A TO 1000A 46.00 OR corer. OR S. ow'.c. occuP. 6 ACC. BLDS. 3.5¢330. !)_q3!Ci) 1.3!Ci) VUHS NON io. MUL71.OUTLET 7,501 POWER APPARATUS 6 SINGLE OUILEf C0. I -_"_.. I Ex. Occup. ountT OR wrrvRES 200 '•0O DAL .SO Ek. OCCU fUCED APPINS. OR oUTL, Eelo. Pa 5.00 Temporary Service — 23.00 Mobile Home Facilities 20.00 Misc.Wiring _— 23.00 PERMIT FEE S 1 ZS (0, Q MECHANICAL PERMIT Fling Fee 20.00 Heating 9000 86 Conlin Z 2S w I Uz Hood 6.50;1 (0. 50 PERMIT FEE f (D Mobile Home Installation Fee $ Energy InsDoction Fee I S /„ . nA So tc coNs\TT TO AL FEE s • 0. f OD DF p CEL ND ISSUE This per is here y Issued under t e applicable provisions of the Butte County Code and/or Resolutions to do work v Indicated above for which fees have been -paid. _ By R�ceiptNo._ PERMIT EXPIRES ON WNITE•0.1).S.-9.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT Date lDeroJ - } k CN COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET ?6t f; OWNER:aU ASSESSOR PARCEL NUMBER O14-7 -_356 — 013) r jibb Proposed Building Use: / # 3 ' r- Counter Technician: V&AW Date: Items required inord to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. .0 Plot plans, or 4 sets igned by the preparer of the plans. ❑ 2/Complete plans,4-3�r 4.s�{s, signed by the preparer of the plans. C 3. Engineered plans, o"r 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. jEngineered truss details and layouts in duplicate. No faxes! . �K. Energy compliance design and supporting documentation in duplicate. * 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duulicate. r 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form..............................................................................._ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ . Statement of Intent for Non -heated and A/C Buildings ................................ ...�.... 16.~ Sanitation and plot plan approval from the Environmental Health Dep rtmen/0 1' City of Chico Plumbing permit ........................... .......... . ............. California Department of Forestry plan approval paid. Sent by: Planning approval for (A)•Use: C>FL (B)Parking: (C) arc l Check: ❑ 20: Contact Land Development about ❑ Improvements, '❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. 2 Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... TLetter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 2.9. Existing violations and/or expired permits......................................................... ❑ Grant❑. H. le/S ateme t f Fats, ❑ Letter ,om Legal Owner, ❑ Check to H.C.D. $ Other: � U '3) �L When issued Telepho and hold for pickup. I have been info of ,a•bove items and re r obtaining a building permit. � n �� - X26 �--- pplicant: ate: 1. Index permit application for the above items riu`mbgered Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data,by ❑ ;phone ❑mil, ❑ counter, by Date: Contractor, designer, own r was advised of thea ve data b,?' R' phone, ❑ mail, ❑ coun by �(!�� Date: ` Plans reviewed by: Date: 2 ( I Plans approved by: 1L' Date: Structural reviewed . L . Date: Structural approved by: L Date: / D — Zg Note transfer by: Date: //— -GZ. Yellow: Building Division y _ 1 -IA E.H. u3 09Yiv Z — 1 y ! • 'Piot Pian Attached May Plan Attached VeS Sant to G.D. f i R 1 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance i Al Galt i !� /� ; G.i�oltSe.• G•r. `f7- 7�D -- �� Owner Location AP# Plan Approved for: Sewage Disposal ' ` Water Supply: Public Private Well.X' Clearance for -dwelling. Other Final clearance O.K. for: ' r ., NOTE:' , Environmental Health Specialist 8/96 -Date COUNTY OF BUTTE � + DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE A't ' F. eBU ILDING PERMIT FEES Balance Due ....................... $ ►J Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ V-2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ 3�p. Units Commercial (sq. ft:) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x- # Units Amt. Commercial (sq. ft.) ............ x Sq. ft. Amt. RECREATIONAL DISTRICT FEES OL�� (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK 3 S 3S •fid � `f $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) V00.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit applic may be changed during APPLICANT ?6rr A.P. # 1� / 15 DATE v o'Vo —W, REC %%# DATE REC. Ol/• 2advi ed the above fees are required to be paid prior to issuance of the building permit. These fees g process. DATE Gt,�'= ,2 6 - Pursuant Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant' 3rd Copy - Owner (Rev. 6/00) ` BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel.Number(s) Property Owner C/4 //� Project Location/Address p� s . ,,^A Subdivision �A' "�''r� �� Lot. Number(i) s) Resi�dent�ial Development: (check one) _New Development _Alteration/Addition _Mobilbhome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: Building Department Representative Date yt�nit �Ar dt �k yt Yr yr7k ik �r yt �k yr � W 9c �r yr �r Yr �r yr Yr �Ar Yr ik �Ir Yt ik Yr �k tk �k dr Yr yt Yr �k tk tk �r �r wr �k w �r �k �k it it Yc � tk ik �r yr ycyr �k �k�k Y�r yt �r �Ar ylr �Ar tk tk �r ytylr Chico Area"Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number) (Street Address) C:> c -L1 / , 0 (City) (State), (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by D' payment for . 1 dwelling units @ $1,189 for total payment of $ f1g9_ r CARD Represent/ative Date PAID BY CHECK N0. REMARKS: BANK N0. PAID BY CASH RECEIPT N0. C o* j5_y,t ii Distribution: White --Applicant /,"Pink --CARD C. I. park.fec (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept, ti -4/02. #7749 9=4196-- - L XaTa AL / f1189.o ..� \•y��l.�•.r' .. .�wf4�ti�rJ..+-'�. ��: d'...r•�.., .w,. ..�- f ....w-... r'•'l.-I�+wr*.. ti ...r... -.ter.... ,.r.....,• •� ,:t,. + BUTTE, COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District y t G _ , �, • �' [ � � Building Department No. A.P. Number Jurisdiction: City County Property Owner 6411, Property Location/Address Subdivision C Lot No. .................................................................................................................. Residential Development '® Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to Units Installation Conversion Permit # '(No foundation inspection): .................................................................................................................... Commercial/Industrial New Addition Department Representative Sq. Footage C%,A V y1=1 (Group R) (Including Exterior Roofed Areas) Date (Floor Plans reviewed by School District Personnel) District Identification No. 0 Z 8 O C�4 �✓ �./ School District certifies that (Applicant) (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. representing 3 1 44 O square feet. r School District Representative Check # `I V -V / Remarks: (State) (357q-02, (Zip Code) by payment of $ 11AB 2926 $ FULL MITIGATION $ Y/5/0127 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. ,• If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. ` White (applicant), Yellow (building department), Pink (school district) r feeform.xls 00/98)dmm ti ,• - ' f �� i � i i 1 ' f �� i � ��� `c �� ANIiv'l'HEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2��2-0+ta59638 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 01:19PM 05 -Nov -2002 REC FEE 10.00 COPIES 2.50 MaryR Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit.. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally 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. j All that real property situate in the County of Butte, State of California, described as follows: Date /� tf-JJ PROPERTY OWNERS: 0 State of California County of(�`e On - S Z before me, •}e personally appeared '-k „o i 'y ' C �\ ti personally known to me (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 signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executVII nstrument. WITNESS my hand ano,6Wial seal. A Signature �.,� Seal: DENISE M. PRICE Commission tf 1341260 Notary Public - California A.P. # C7 'D I Butte County -m - My Comm. Expires Jan 24, 2006 Preliminary Report Description Order No. BU -196170 DMP The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOTS 14 AND 17, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING SUBDIVISION UNIT 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 2002, IN BOOK 153 OF MAPS, AT PAGE(S) 41, 42 AND 43. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED FEBRUARY 7, 2002, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2002- 06300, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH. HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. PORTION OF APNS 047-350-013-000; 047-350-014-000 AND 047-350-015-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR COMMUNITY SEWAGE TREATMENT AND DISPOSAL FACILITIES OVER COMMON AREA LOT A, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PHEASANT LANDING SUBDIVISION UNIT 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 5, 2002, IN BOOK 153 OF MAPS, AT PAGE(S) 41, 42 AND 43. PROJECT PROCESSING RECORD Applicant: ���-�� Owner: A.P. #: Permit #: Work Description: Date Description of Step or Status Lqcnn ------------- 10 i r 's i j w t + Response to Structural Plan Check Page 1 of 1 APN 047-350-014pt Plan Review No. 02-0798 Response to plan check items: Item 1) See attached drag schedule, plans by others. Item 2) By others. 60t �k, Item 3) By others., Item 4) Anchor bolt spacing for shear walls is shown in shear wall schedule, foundation plan by others. Item 5) OT load is calculated with .9DL-EQ factors applied. Item 6) (1) 24" opening OK along collector length. Item 7) OK, See attached shear wall calc. Oo'Ati VerTech Engineering 383 Rio Undo Ave., #200, Chico, CA 95926 (530) 899-8716 fax (530) 899-1102 1"no-WO ' May 14, 2002 Michael Galli 3171 Sandstone Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 047-350-014pt Building Permit Number: 02-0798 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: �! All general construction notes from the engineering are to be on the signed and stamped plans. Bedroom 2 has a window which states that it meets egress requirements -however, you need to show how it opens -elevation view shows it is fixed. Provide complete design for roof framing including gravity loading. Show supports for all �J beams and size foundation appropriately. STRUCTURAL COMMENTS: 1. Provide a complete drag schedule A/3 on the plans. A portion of the schedule on sheet 3 is cut off. 2. Please key the shear transfer details on sheets 3 and 4 to the plans. 3. Place the engineer's Structural Notes on the plans. 4. Detail 9/1 is not the correct detail for the Type 3 shear wall. Call out all non -code minimum anchor bolt spacing on the Foundation plan. 5. Calculations p. 14: how is gravity load factored into the OT calculation? 6. How is attic access maintained given the collector detail shown on 3/3? 7. Calculate OT moment of short walls (<4') measured from the outside of one boundary member to the anchor bolt of the opposite hold-down, not out -to -out. For example, a Y-0" (measured out -to -out) wall using 4x boundaries would use a resisting dimension of 2'-7"+/-, depending on the hardware. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Keith will answer your structural questions. 1 of 2 1 • Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Keith Long Plans Examiner Architect 2 of 2 May 14, 2002 Michael Galli 3171 Sandstone Chico, CA 95928 • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 047-350-014pt Building Permit Number: 02-0798 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. All general construction notes from the engineering are to be on the signed and stamped - plans. 2. Bedroom 2 has a window which states that it meets egress requirements -however, you need to show how it opens -elevation view shows it is fixed. 3. Provide complete design for roof framing including gravity loading. Show supports for all beams and size foundation appropriately. STRUCTURAL COMMENTS: 1. Provide a complete drag schedule A/3 on the plans. A portion of the schedule on sheet 3 is cut off. 2. Please key the shear transfer details on sheets 3 and 4 to the plans. If you wish to discuss any of these reirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday ough Friday. To discuss non-structural items, ask for Martha. Palo will answer your struc ural questions. Please refer to your Data Sheet for re aining non -plan check items. (You received this form when you applied for your permit.) T e counter staff will answer any questions concerning the Data Sheet. Martha Christy Philo, E. K__Plans Examiner P41n Check Engineer 1 of 1 STRUCTURAL COMA ENTS 8/26/02 GALLI 02-1696 3. Place the engineer's Structural Notes on the prints. 4. Detail 9/1 is not the correct detail for a type 3 shear wall. Call out all non -code minimum anchor bolt spacing on the Foundation Plan. 5. Calculations p. 14: how is gravity load factored into the OT calculation? 6. How is attic access maintained given the collector detail shown on 3/3? 7. Calculate OT moment of short walls (<4') measured from the outside of one boundary member to the anchor bolt of the opposite hold-down, not out -to -out. For example, a 3'-0" (measured out -to -out) wall using 4x boundaries would use a resisting dimension of 2'-7"+/-, depending on the hardware. Keith Long • RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: �� L Building Permit Number: e) 2 --149(a Plans Examiner: Martha Christy A. P. Number: a LP - 357 0 I GENERAL: ,1! Zoning requirements — (number of permitted living units). Plans signed by the designer. (} Proper description of work on the application. y$ U Existing violations on the property. Recorded notice of violation. 1 Building permit valuation. OT PLAN: &A" Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ ' Fire Sprinklers ❑ Water Tender ❑ Traffrc.and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: 0 Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Q Skylights (Uniform Building Code section 2409 & 2603.7). f� Glazing in Hazardous locations (Uniform Building Code section 2406). JC! Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less -than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9! Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 11. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 12. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13. Wood stove location - Alcove — UMC section 205 coned space& 223 unconfined space & 304.2). 14. Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 Coccht7 Water closet clearances (Uniform Plumbing Code 408.5). �. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). .7. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2.2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. bed rvVr* 6. Elevations and wall construction details complete enough to construct building. ✓r�'� r2i'�" �r C) Roof construction details complete enough to construct building.\ �erv, e,,dG Fireplace construction details and calculations if necessary. \ V2✓y �,� 9. Garage door header size(s). 0 — 10. Porch header size(s). 11. Typical header size(s). p. Stud heights. 13. High expansive soil – special foundation design required. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. )4 If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of ai least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 1 Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the compogents during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details – landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). ,Y Guardrails (Uniform Building Code section 509). .� Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster – weep screeds (Uniform Building Code section 2506.5). ), ' Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). X. Foam insulation – protection. / 36" halls and stairways (Uniform Building Code section 1004.3.3.2). .8' Two exits on three – story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). lU. At, access and ventilation (Uniform Building Code section 1505). Sound requirements. VInergy design compliance and supporting documentation. DF responsible area requirements. LDING PERMIT REQUIREMENTS: r 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. I �, 8 A�. pu 'h or P.r . 4. ❑ Special Inspection requirements. (/y���iytj►'� 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 i � ;.� SITE PLAN REVIEW APPLICATION �r Date: 6— 2 b— O 2 AP# Q — r Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: 8:,-, Owners Name: �A �. L 1) C 1--t ►a L Owners Address: 3 l 7) SP.N-�0_0 E L7J. 0—,H I C O CA Telephone No.: y L1, (D Situs Address: L07 - Proposed Use: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporaly Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Single Family Remodel - ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic _ ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved ® Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) a SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attac�ed) • Flood Zone: I • Flood Panel No.: C�32p Index Date: JA -`2-0' W -t=' ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/MuIberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permits ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S R — Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 5 C) �—i— Side `� -2- � Side Street; Rear 2— © 3© Height ?> Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 .s Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation, ❑ Roads ❑ Sheriff ❑ Drainage ® NCSP/CSA 87 2S Oa , ❑, Chico Urban Area - Road ❑ Thermalito Impact ❑ Other ------------------------------ Subdivision Map Special Fees:: ❑ Water Tender _ ❑ Road Improvement ❑ North Oroville Area ..W. ❑ Other (per map) * Check with sciiool district to verify actual fee if pre -application review. A final determination will be. made-at,the time of the building permit. _ Parcel.Created By Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes y ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal.Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps:Page 23). ? ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements -------------------------------- --------------------------- Page.3 of 5 IN Subdivision Map/Parcel Map: ?H SA�-r p )�G S Ufa Map Date of Recording: Lot: I Ll Book: I S 3 Page: y ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: It Comply with the following Conditions of Approval: /1T-F/q C H 6 b ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988; as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 306/o'. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of .Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 pHic- i S3 NOTES: ALL WATER WELLS DRILLED IN AREAS OF KNOWN FLOOD HAZARDS MUST MEET THE CONSTRUCTION STANDARDS AS SET FORTH IN BUTTE COUNTY CODE 23B -9C. DEVELOPMENT OF LOTS 1 THROUGH 30 WILL REQUIRE CONNECTION TO THE COMMUNITY SEWER SYSTEM. LOT A IS TO BE HELD IN COMMON BY THE HOMEOWNERS ASSOCIATION FOR THE PURPOSE OF PROVIDING A COMMUNITY SEWAGE DISPOSAL SYSTEM. ALL DOMESTIC WELLS SHALL BE LOCATED A MINIMUM OF 5 FROM LOT SIDE LINES, 50' FROM SEPTIC TANKS AND PRESSURE SEWER LINES, 100' FROM STORM WATER DETENTION AREAS, AND 15V FROM THE COMMUNITY SEWAGE DISPOSAL AREA. LOT 7 IS A DESIGNATED COMMON AREA FOR THE REPAIR OR REPLACEMENT OF THE COMMUNITY SEWAGE DISPOSAL FACILITIES. A SEWAGE FACILITY EXPANSION AGREEMENT IS RECORDED UNDER RECORDERS SERIAL NO. -2 00 A - 000 3 3 PROPERTY OWNERS AGREE TO BE INCLUDED AND PARTICIPATE W ANY FUTURE CHICO AREA RECREATION DISTRICT FORMATION OFA LIGHTING AND LANDSCAPING DISTRICT FOR THE NEIGHBORHOOD PARK IDENTIFIED AS LOT BON THIS MAP. 1nEvy,1 MUS 3k Dfs - C-0VG-r2Air6 ) S % FLOOD ZONE A PER FLOOD INSURANCE RATE MAP 06007C0320D, DATED 01-20-2000 *G/// / /// // 111r VerficalTechnology er Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 eC Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@cs.com Structural Calculations Client: Michael Galli Project: 4 BR — 3140 ft Location: Pheasant Landing III - Linbur h Circle Chico, CA J n2 OZ-(Ioq( Bli VNTY UMRIV TENT V ED Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards.. VERTECH ENGINEERING PROJECT: 6/4/02 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18 -I -A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT., 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 Y." #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. VERTECH ENGINEERING PROJECT: 6/4/02 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2'X 2" X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (06 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL 'r JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -13-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT-UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" 3 VERTECH ENGINEERING PROJECT: 6/4/02 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT Gra )i-�~I VERT�ECH ENGINEERING ENGINEER A V DESIGN OF GCncr-,;, � Loaj-S DL e l y C.e+ -,r oo sn 9 L.. L 2 0 p s wa l I DL ►.S e S p- -clods DL IS ps 1� . LL, 40 ps f PAGE DATE (t7 Lo 2 Crc.dmAck, Ila �, s whew C e I +-C. , , 12 P � P 11 (o l) -Ko \6 S 1997 UBC Static Seismic Forces VerTech Engineering Project: Galli Date: Comments: 0.0396 0.1636 Units: Zone = 3 Soil type = sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 12 (HEIGHT TO ROOF) Ct = =.020 F ALL LL OTHERS —w TA = Ct(hn)"" Max TB = 1.4'TA VEQ = (Cv*I'W)/(R'T) Ft = 0.07'T*V (If T<.7, Ft=O) T = 0.129 0.129 Cvl/RT = 0.7614 0.7611 VEQ = 89.1 89 MIN V MAX V EQ: .11 *Ca*I 2.5*Ca*I/R VIM 0.0396 0.1636 V: Ft = 0.00 MIN V MAX V USE .11 *Ca*I 2.5*Ca*I/R 19.1 0.0396 0.1636 4.6 19.1 6/4/2002 Kips & Feet (UNO) 0� r ra ra ra � H 1997 UBC Wind Loads VerTech Engineering. (UBC CH16 DIV III) Project: Galli Date: 6/4/2002 Comments: Wind Speed: 75 mph Importance: 1 -12.5 Exposure: B -10.8 _.�...._._.. -11.6 _.._ -12.5 21 one Story or Partially Enclosed Multi-StoryStructure -12.6 2.7 -13.6 2.9 -14.6 3.1 Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 7,2 7.8 8.3 Leeward Wall -4.5 -4.8 -5.2 Roof Leeward or Flat Roof -10.8 -11.6 -12.5 Windward Roof Slope <2:12 -10.8 _.�...._._.. -11.6 _.._ -12.5 _ 2:12 to <9:12 -12.6 2.7 -13.6 2.9 -14.6 3.1 9:12 to 12:12 _ 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 Wind Parallel to Ridge_ -10.8 _ -11.6 -12.5 Method B On Vertical Projected Area Structure <= 40' High 11.7 12.6 13.5 Structure >40' High 12.6 13.6 _ 14.6 On Horizontal Projected Area -10.8 -11.6 _ -12.5 Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6_ 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 _ -12.5__ Partially Enclosed -14.3-15.5 -16.7 Parapet Walls -11.7 11:7 -12.6 12.6--13.5 _ 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12.6 _ -13.5 13.5 Partially Enclosed Slope <2:12 -15.2 -16.5 -17.7 2:12 to 7:12 _- -14.3 7.2 -15.5 7.8 -16.7 8.3 >7:12 to 12:12 15.2 15.2 -16.5 16.5 -17.7 1_7.7_ Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 _ - -14.5 11.6 �- -15.6 12.5 Roof Eaves, rakes or ridges without overhangs . Slope <2:12 -20.6 -22.3 - -24.0 2:12 to 7:12 -23.3 -25.2 -2_7_.1 >7:12 to 12:12 -14.3 -15.5 16.7 Slope <2:12 at overhan�c s, canopies -25.1 -27.1 -29.2 PROJECT GOL II1 ENGINEER AT DESIGN OF La-icr-c, I VERTECH ENGINEERING Labe, L-cxwo,.A+- PAGE DATE O v PROJECT Gal 1 ( V VERTECH ENGINEERING PAGE ENGINEER DATE (0102- DESIGN OF Lol ,�- o ► A — 00 690 IL P P cl. M lb P �23 2—(2,2•.-ICo')(1315ps�)—�� 9-�152Ib S - ( -25'/2' 201 13 S Ps --F -�% Cog s ► b B.5423 P I b PROJECT Ca I I I VERTECH ENGINEERING PAGE ENGINEER /l V DATE �✓ �� DESIGN OF La -I CrG l L, Dk--l' lC�r > ry? Ef42 l 100 IIS cvNu -ro ws ,�- (j /00 /A)-- 4-339 /1,,, �-- -PI2 09 /00/6) 2++b ®- 2 (o0 -'I I - 22 1 -3 � 2 1-g o S -r !.._ L 1 lug 7-c�lbrs( 19 1, loo 16) --- 4 0 2 -7 ,4 3 - 13 q f --I 2 4C), n c; I-)-LlrL �O16 --�-� 4- _ .-I PROJECT C '1r 'PAGE I O VERTECH ENGINEERING ENGINEER ���,J DATE DESIGN OF �� �rG{�:?��.��s� /o D "'' PROJECT Gal I I VERTECH ENGINEERING ENGINEER Al DESIGN OF La-Acc c ,00 cl a I vyi,nd (1b) PAG E _ I I r - DATE J L� --7-79 V-1 9-33 G3 V6 G 29 I ID \ \ �9 1 <6g C] 40�.- 4-1 S2 3591 vv 4 2�3 3.5 Ss PAG E _ I I r - DATE J L� --7-79 V-1 9-33 V\/ 244.E S ! \ \ �9 S 40�.- V\/ 3591 vv 2 -1(o S S 4-(o-7.-3 V\/ CGI �J I ra 2.Q.—. Y,;Y)ox I NFA AB = 490 5 _r_I ? 10) ( i .-1-) (422- Shear Wall Design Program VerTech Structural Engineering Project: Galli Location: Typ SW Date: 6/4/02 Units (UNO): lbs, in Panel Thickness 3/8 2.37 2.91 0.92 Panel Orientation Short Dimension Across Studs 1.76 NG 1.45 NG Nail Type 8d • Anchor Bold Diam. 1/2 Stud Spacing 16 in o.c. Spec Grav Of Framing 0.49 Panel Grade C -D, C -C, UBC 21-2, UBC 23-3 Sill Plate Grade Hem -Fir AB in 2X Sill 570 AB in 3X Sill 700 Split Anchorage Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8'.', Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening Load Fastener Cond A Cond B Fastener Cond A Cond B 6 220 2 8.4 0 8 24.5 0 4 320 2 5.8 0 8 16.9 0 3 410 2 4.5 0 8 13.2 0 2 530 2 3.5 0 8 10.2 0 44 640 4 4.2 Note 2 8 8.4 Note 2 33 820 4 3.3 Note 2 9 5.3 Note 2 22 1060 ' 4 2.6 Note 2 9 4.1 Note 2 1. Use 3X framing and stagger nailing where panel edges on both sides fall on same member. 2. Condition B fastening is the same as for single sided shear wall with same edge nailing �2 AB Spacing (ft) 2X Sill 3X Sill 3.45 4.23 2.37 2.91 0.92 2.27 0.72 1.76 NG 1.45 NG 1.14 NG 0.88 C3 .VerTech- Engineering Project: Gcx I I' Engineer: AT Design of: Shear Walls Framing Page: Date: Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail Wall(lbs) M-1 M-1 It /m in A 1890 6 6 6 315 410 B 6318 14.5 14.5 14.5 4362" C 2916 8 8 8 365 .... . ....... ... . .......... - 311 D 1323 8 8 8 165 6" E 1323 9 9 9 147 6" 1 ---.2959 16 16 16 185 6"' 2 4752 16.5 16.5 16.5 288 411 6885 24 24 24 287 411 4 2765 10 10 10 277 4" B.5 5589 15.5 15.5 15.5 361 311 VerTech Engineering Project: Go I I ; Engineer: A T Design of : Shear Walls Stability Page: Date: (,, f0 Overturning Overall Resistive Gravity OT OT Righting Net Length Length Load Height Moment Moment M/D Wall fm (ft) fm (ft) (ft -lb) (ft -lb) (N 3-3 150 9 8505 2633 B 6 6 225 9 23529.1 -.675- 4050 3314 C 4 4 225 9 13122 1800 - 2876 D 4 4 150 9 5953.5 1200 1218 E 3 3 150 9 3969 675 1121 1 10 10 250 9 15812.16 11281.25 596 2 12 12 -250 9 29808 16531.25 1298 3 24 24 200 9 61965 57600 422 4 B.5 10 16 10 16 250 150 924885 9 . . .... ......... 50301 12500 ...... 18018.75 1364 2199 is Design of : Shear Walls Stability Segment Segment OT Rightinq Net Length Height MMT MMT M/D Wall (ft) (ft) fft4bq (ft -lb) (Ib) A 0 b 0 0 B 3.5 9 13725 1378 3567 C 0 0 0 0 — D 0 0 0 0 E 0 0 0 0 1 5 9 8322 3125 1102 2 9 9 23328 10125 1580 3 0 0 0 0 4 0 0 0 0 B.5 0 0 0 0 . .... . . .... — — — --- ---- -- --------- ------ PROJECT Ga ► VERTECH ENGINEERING PAGE I ENGINEER AT DATE G /02 DESIGN OF Lacc-Ca.l 1 C droq s L Lin C B 1..i n It, I coca cl = Cn ) I I laid/Ie�c��h = --79pIF 1 en C) 4-) -1--o b e, jrol o) 9 e j •. 30 -C-4- - -:4-9 p I -P 2 3 -40 16 Z in e, load = SS 89 16 nc, En I ood/ I cin '�In = -7 (0 1 -F P I �n� +V 4--o b C d co g g c j 4,-2 -� 7T O P I -p --1::- 29 40 16 L. o+c eG, l Lin f, G I}Y,- 100 c = 2C)IcoI� 1 cad I ltnq-4- -E o be cera �� 3- - -'+ - 3(,-> P147 --d 1332. 16 PROJECT ba I�I� VERTECH ENGINEERING PAGE__ ENGINEER AT DATE DESIGN OF L o-�--x- o l (arogs) _ Lo xos Linc, I- I OCAC. / I C.�r;rl A-V) 39 P 1 F 399 �---' 9 3Co I b fop 11 pl.(-.-4 )c; c) L I c)o a = -4-752 1 b ►�, I �, cj i --k = 5 T �- �oaj/l,c-n94k b c) U rGgg e d +0 ��4 C 3 P I f' 2 5 2 016 00 1itin� ICY-)qW) = 1 ooa6/ tcn = I I e I I �' c I b PROJECT Cal .VERTECH ENGINEERING ENGINEER AS DESIGN OF C PAGE I DATE CO �2 PROJECT GQ i I I VERTECH ENGINEERING PACE I ENGINEER AT DATE (151 2 DESIGN OF CarGv 14,y C �OC OY'n' S) 8 QrGI I-� EGC1 e. (' - 1 Tri % r 2 , Go 9 = 3S3 Ib F- 1- 2 co .- ;n 2 4 x Co bF=ti2 f+DFS � o� 132 - Go coq , 1-e a j. rL = I Co \ TV 'I _ /z V , rpOt N1 = 9 5 2 -fA EI = 55-2 x 10I6-iln2 24 F- - U4 U L -S C3 S - Curaq o CT C -e.r L,= 15' /\,/A-4 b3 V = 4�5Co 1b ET= g(03x10co l6_,,n2 GLe Q Q V� k G+n J G; r cAci— L_ �2 �r b= U (Oc) I M = 31-19 -Ff ``b V = tb Co Y, G DF *# iOF$' I. PROJECT Gal 11 VERTECH ENGINEERING PAGE 2 - ENGINEER AS DATE CD . DESIGN OF C1rGv i +a`m5 ?)S - e0cv, Porch Gl, rdsf- 0)" T,1'6= = rooF V= I I I D Ib eZ = I6 M = �C)31 �'-I- IL 274'6 16 >=Z - 419-) x 10`' ►b -�n2 3'/:, x 117/b Ps L- F -0 J� I- 0 9 c, L. 2 2'/-2 ` �Yi b - .I O' y M 22,21.4+ -►b 39 Co?) 16 1 = It)O(.o x 10`° 16-in2- Ps L- 0E-�1 0� lU J Bock PCSY....ck Gl(clc,{- L `o FIC -116 - -15 Y OUT M = -7 X13, -I + -1 b 52blb 2 - DF o� B-4 L = 13 rr; b = 12 1 r 00P M = �C)31 �'-I- IL 274'6 16 >=Z - 419-) x 10`' ►b -�n2 3'/:, x 117/b Ps L- F -0 J� I- 0 9 c, L. 2 2'/-2 ` �Yi b - .I O' y M 22,21.4+ -►b 39 Co?) 16 1 = It)O(.o x 10`° 16-in2- Ps L- PROJECT .Z I \ VERTECH ENGINEERING PAGE A ENGINEER ,i DATE DESIGN OF GrQV I (6cavns ) Bcdvoc?vo 50ql.� (-vrck-r Z_ 1-4.y:? 1 1r00� V = -7168Ib 3316 x 10 ID 16 2. 3 V2 x I I '/4r Ps L_ g� = Maw-ICr Bedroom Soli Y 2' Vec) VgC) L = /(o I 2 ' , 20 P 5 ., E4 M = 4- ;'. _ 1 b V = ___� 16 3 V2 x i I '/�- Ps L "Y M = 2-4C9- ..F+ - I6 V I2:2l�) i6 EE = c)O x 10ir)2 4 x ��- 2 '. ►O DF-�� 2 0� roof PROJECT G G I I Ir //�� VERTECH ENGINEERING PAGE ENGINEER AT DATE In DESIGN OF C --,Iv- o,v t:A %ea, 5-, 2 F -r- o e) PCS +r CI- L=4' -4 M V = 2�52 16 E_f = 4X 106 Ib - �n 2 r, 4-,< 4 DF" -2 4X IOor'12 oL PO (- CI) G i r J C- /�1 = 1 9 Oc) -F4 -16 v _ 1596 /b E S= 55 x i o,6 IL) fn 2- B 14 - Roo f G i rd cr M - -74(o0 �'i-16 V = 213 Ib E f = 2q5 x )0C. (L-;r BIS G i rc�,r ,_ ,� v_�' 00 ►b 5) � I I co ?s p PHHH I FL.l I 5 120 PJ -c PROJECTI �VERTECH ENGINEERING PAGE 2 ENGINEER AI-- DATE G In 2 - DESIGN OF G ray 1 J,4 C bear, s to l Co ._ L .V ►' Y-^) 9 Q OCDV-,n �---{ tu.c: clr V6is =-)921)6 C) '% PROJECT VERTECH ENGINEERING ENGINEER AT DESIGN OF C-,rGv i .I. beam, s T'i n i ca 1 R a -V - c,r boon 2 x — Dp- 02 G 24" 0-- C. 2x co�_3„ 2x Co lo --0 1 CD 2x14 ICa`-�" 2 x 2 20'- 4'' 2 x 14- L/ tai cc a S0�- B 2 x DF 2 2 x tD 2x O 2x12 23- 2 G) PAGE L DATE Cn O 25 Beam Sizer Design Program VerTech Engineering Project: Galli Location: B1 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 11349 RB= 7.9 Total Uniform Load Mmax Vmax EI Req'd It Date`. 6/5/2002 ❑ valley Beam 8 :12 Select Beam Width 3.5 in 16 psf ❑Round Member 20 p sf mens Diional i D Horiz. Member 240 360 Fb' 1341 psi 9 ft Fv' 95 psi 2 f 9 ft Height Required 3.8 in 1.50 A Req'd 6 in^2 1.00 S Req'd 7 in^3 . 1.00 1 Req'd 16 in^4 1.00 Controlling Design Deflection 1.00 le= 16.6 Fb*= 1350 78 plf 794 ft -Ib 353 Ib ❑ Shear at d from face? 26 *10^6 #-in^2 Beare Sizer Design Program VerTech Engineering Project: Galli Date: 6/5/2002 Location: B2 ❑ valley Beam Slope of roof 8 :12 Select Beam Width 3.125 in Dead Load 16 psf_ ElRound Member Live Load 16 psf Glue Lam•24F-v4 v Horiz. Member TL/LL Defl. Criteria (U) 240 360 Fb'. 1706 psi Length of Beam 16 ft Fv' 190 psi Width tributary to beam: 8.5 ft Unbraced Length 16 ft Height Required 11.4 in CID 1.00 CIF 0.90 A Req'd 19 in12 CM 1.00 CV, 1.00 S Req'd 67 in^3 Ct 1.00 Cfu 1.00 1 Req'd 307 in^4 Cf 1:00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.71 Fbe= 1916 Ie= 29.4 RB= 20.3 Fb*= 2400 Total Uniform Load 299 plf Mmax 9582 ft-Ib , Vmax 2396 Ib ❑ Shear at d from face? EI Req'd'. 552 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Galli Location: B3 Slope of roof Dead Load Live Load TL/LL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length Co 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 17828 RB= 6.6 Total Uniform Load Mmax Vmax EI Req'd. Date: 6/5/2002 1.00 le= 2.7 Fb'= 2400 634 plf 17835 ft -Ib 4756 Ib ❑ Shear at d from face? 963 "10^6 #-in^2 ❑ Valley Beam 8 :12 Select Beam Width 3.125 in 16 psf EGIue:�rn24F_V4 ❑ Round Member 16 psf 0 Horiz. Member 240 360 Fb' 2382 psi 15 ft Fv' 190 psi 18 ft 1.33 ft Height Required 13.1 in 0.90 A Req'd 38 in^2 1.00 S Req'd 90 in^3 1.00 1 Req'd 535 in^4 1.00 Controlling Design Bending 1.00 le= 2.7 Fb'= 2400 634 plf 17835 ft -Ib 4756 Ib ❑ Shear at d from face? 963 "10^6 #-in^2 zU Beam SizerDesign Pro ram g VerTech Engineering Project: Galli Date: 6/5/2002 Location: B4 ❑ valley Beam Slope of roof 8 :12 Select Beam Width 5.5 in Dead Load 16 psfElRound Member Live Load 16 psf DF -L (N) #Y Q Horiz. Member TL/LL Defl. Criteria (U) 240 360 Fb' 1689 psi Length of Beam 9.5'ft Fv' 85 psi Width tributary to..beam:. " 8 ft Unbraced Length 1.33 ft Height Required 5.3 in CD 1.00 CF 1.30 A Req'd 24 in12' CM 1.00 Cv- 1.00 S Req'd 23 in13 Ct 1.00 Cfu 1.00 I, Req'd 68 in14 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1:00 Cc 1.00. CL 1.00 Fbe= 121822 le= 2.7 RB= 2.4 Fb*= 1690 Total Uniform Load 282 plf Mmax 3179 ft -Ib Vmax 1339 Ib ❑ Shear at d from face? EI Req'd 109 *1016 #-in^2 • ,r •j Beam SizerDesig n Program g VerTech Engineering Project: Galli Date: 6/5/2002 Location: 65 - ❑ valley Beam - Slope of roof 8 :12 Select Beam Width 5.5 in Dead Load 16 psf ❑ Round Member Live Load 16 psf DF (N) #1 _ _ — J ❑ Floriz. Member TL/LL Defl. Criteria (L/) 240 360, Fb' 194.9 psi :. Length of Beam 9 ft Fv' 85 psi -Width tributary to beam: 7 ft Unbraced Length 1:33 ft Height Required 4.8 in CD 1.00 CF 1.50 A Req'd 20 inA2 CM 1.00 Cv 1.00 S Req'd 15 in^3 Ct 1.00 Cfu 1.00 1 Req'd 51 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 Ci_ 1.00 Fbe= 134443 le= 2.7 RB= 2.3 Fb`= 1950 Total Uniform Load 247 plf Mmax 2497 ft -Ib Vmax 1110 Ib ❑ Shear at d from face? EI Req'd 81. •10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Galli Date: 6/5/2002 Location: B6 Slope of roof Dead Load Live Load TL/LL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 225600 RB= 1.8 Total Uniform Load Mmax Vmax EI Req'd 8 :12 16 psf 16 psf 240 360 6 f 5 f 1.33 ft 1.50 1.00 1.00 1.00 1.00 ❑ valley Beam Select Beam Width i-15.5 in DF -L (N) #1 Round Member ❑� Horiz. Member Fb' 1949 psi Fv' 85 psi Height Required A Req'd S Req'd I Req'd Controlling Design le= 2.7 Fb`= 1950 176 plf 793 ft -Ib 528 Ib ❑ Shear at d from face? 17 '10^6 #-in^2 2.9 in 9 in^2 5 in^3 11 in^4 Deflection WO Beam Sizer Design Program VerTech Engineering Project: Galli Location: B7 Slope of roof Dead Load Live Load TL/LL Defl. Criteria (L/) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 34064 RB= 4.9 Total Uniform Load Mmax Vmax EI Req'd Date: 6/5/2002 1.00 le= 2.7 Fb"= 2600 423 plf 8931 ft -Ib 2748 Ib ❑ Shear at d from face? 418 `10^6 #-in^2 ❑ valley Beam 8 :12 Select Beam Width 3.5 in 16 psf El Round Member 16, psf Microlam � PI Horiz. Member 240 360 Fb' 2589 psi 13 ft Fv' 285 psi 12 ft 1.33 ft Height Required 9.1 in 1.20 A Req'd 14 in^2 1.00 S Req'd 41 in^3 1.00 1 Req'd 220 in^4 1.00 Controlling Design Deflection 1.00 le= 2.7 Fb"= 2600 423 plf 8931 ft -Ib 2748 Ib ❑ Shear at d from face? 418 `10^6 #-in^2 32 Beam Sizer. Design Program. VerTech Engineering Project: Galli Date: 6/5/2002 .Location: B8 valley Beam Slope of roof 8 .:12 Select Beam Width 5.25 in Dead Load 16 psf n ❑ Round Member Live Load 16 psf Microlam - — Q Horiz. Member TL/LL Defl. Criteria (L/) 240 360 Fb' . 2454 psi Length of Beam 22.5 ft Fv' 285 psi. Width tributary to beam: 10 ft Unbraced Length 2 ft Height Required 13.0 in CD 1.00 CF, 1.00 A Req'd 21 in^2 CM 1.00 Cv 0.94 S Req'd 109 in^3 ' Ct 1.00 Cfu 1.00 1 Req'd 950 in A4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc' 1.00 CL 1.00 Fbe= 35822 le= 4.1 RB= 4.8 Fb'= 2600 Total Uniform Load 352 plf Mmax 22294 ft -Ib Vmax 3963 Ib ❑ Shear at d from face? EI. Req'd 1806 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Galli Date: 6/5/2002 Location: B9 Slope of roof Dead Load Live Load TL/LL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 36551 RB= 4.8 Total Uniform Load Mmax Vmax EI Req'd 8 :12 16 psf 16 psf 240 360 14.5 ft 7 f 1.33 ft 1.20 1.00 1.00 1.00 1.00 ❑ Valley Beam Select Beam Width 3.5 in Microlam ❑Round Member _ I Q Horiz. Member Fb' 2590 psi Fv' 285 psi Height Required A Req'd S Req'd I Req'd Controlling Design le= 2.7 Fb*= 2600 247 plf 6481 ft -Ib 1788 Ib ❑ Shear at d from face? 338 *10^6 #-in^2 8.5 in 9 in^2 30 in^3 178 in^4 Deflection COMPANY PROJECT WoodWorks' Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude " Location [ftl Pattern Shear v @d = 2383 Start End Start End Load? DL Dead Full UDL 32.0 17970 No LL Live Full UDL 40.0 L/360 No PL1 Dead Point 1788 2.00 No PL2 Dead Point 1788 14.00 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : r1. �..++ �� 7- �r,R.�`�/i� ii w �"� ��"h aJX u••°M��Yt Y J' '(,-y' yam,, '..G � �°� £ "Li.`G `i ��`4 £ b 1C, i 2142 320 sl. 2462 ig :h 1.0 PSL, 2.OE, 290017b, 3-1/2x11-1/4" Load combinations: ICBO-UBC; Self Weight of 12.3 plf automatically included in loads; SECTION vs. DESIGN CODE Nos -1997: ( lbs, lbs -ft, or in) Criterion Anal sis Value Design value Anal sis/Design Shear v @d = 2383 yr = 7481 v/Vr = 0.32 Bending(+) M = 6274 Mr = 17970 M/Mr = 0.35 Live Defl'n 0.07 = <L/999 0.53 = L/360 0.13 Total Defl'n 0.54 = L/356 1.07 = L/180 0.51 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2900 1.00 1.00 1.00 1.000 1.01 1.000 1.00 1.00 2 Fv' = 285 1.00 , 1.00 1.00 2 Fcp'= 750 1.00 1.00 _ E' = 2.0 million 1.00 1.00 Bending(+): LC# 2 = D+L, M = 6274 lbs -ft Shear : LC# 2 = D+L, V = 2462, V@d = 2383.lbs Deflection: LC# 2 = D+L EI= 830.57e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind .I=impact C=construction CLd=concentrated) , (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. i Beam Sizer Design Program VerTech Engineering Project: Galli Date: 6/5/2002 Location: B11 Slope of roof Dead Load Live Load TULL Defl. Criteria (L/) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 37423 RB= 4.3' Total Uniform Load Mmax Vmax EI Req'd 1.00 le= 2.7 Fb*= 1170 273 plf 2764 ft -Ib 1229 Ib ❑ Shear at d from face? 90 *10^6 #-in^2 ❑ valley Beam 8 :12 Select Beam Width 3.5 in 16 psf ❑ Round Member 16 psf DFL #2 Dimensional ❑� Horiz. Member 240 360 Fb' 1168 psi 9 ft Fv' 95 psi 7.75 ft 1.33 ft Height Required 7.0 in 1.30 A Req'd 19 in^2 1.00 S Req'd, 28 in^3 1.00 1 Req'd 56 in^4 1.00 Controlling Design Bending 1.00 le= 2.7 Fb*= 1170 273 plf 2764 ft -Ib 1229 Ib ❑ Shear at d from face? 90 *10^6 #-in^2 3(z� Beam Sizer Design Program g VerTech Engineering Project: Galli Date: 6/5/2002 Location:. B12 ❑ Valley Beam Slope of roof 8 :12 Select Beam Width 3.5 in Dead Load 16 psf ❑ Round Member Live Load 16 psf EDF -L #2 Dimensional —� Q Horiz. Member TL/LL Defl. Criteria (U) 240 360 Fb' 1349 psi Length of Beam 4 ft Fv' 95 psi Width tributary to beam: 4 ft Unbraced Length 2 ft Height Required 2.1 in CD 1.00 CF 1.50 A Req'd 4 in^2 CM 1.00 .Cv 1.00 S Req'd 3 in^3 Ct 1.00 Cfu 1.00 I Req'd 3 in^4 Cf 1:00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 91333 le= 3.8 RB= '2.8 Fb*= 1350 Total Uniform Load 141 plf Mmax 282 ft -Ib Vmax 282 lb ❑ Shear at d from face? EI Req'd 4 *10^6 #-in^2 -3__� Beam sizer Design Program VerTech Engineering Project: Galli Date: 6/5/2002 Location: B13 ❑ valley Beam Slope of roof 8 :12 Select Beam Width 3.5 in Dead Load 16 psf �v ❑ Round Member Live Load 16sf P DFL #2 Dimensional Horiz. Member TL/LL Defl. Criteria (L/) 240 360 Fb' 1168 psi Length of Beam 8.5 ft Fv' 95 psi Width tributary to beam: 6 ft Unbraced Length 1.33 ft Height Required 5.8 in CD 1.00 CF .1.30 A Req'd 14 in^2 CM 1.00 Cv 1.00 S Req'd 20 in^3 Ct 1.00 Cfu 1.00 1 Req'd 37 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CI_ 1.00 Fbe= 45040 le= 2.7 RB= 3.9 Fb*= 1170 Total Uniform Load 211 plf ' Mmax 1909 ft -Ib Vmaz' 898 Ib ❑Shear at d from face? EI Req'd 58 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Galli Date: 6/5/2002 Location: B14 ❑Valley Beam Slope of roof 8 :12 Select Beam Width 3.5 in Dead Load Live Load 16 p 16 Microlam I - �_ 1:1 Round Member psf ❑ Horiz. Member TL/LL Defl. Criteria '(U) 240 360 Fb' 2591 psi Length of Beam 11 ft Fv' 285 psi Width tributary to beam: 14 ft Unbraced Length 1.33 ft Height Required 8.1 in CID 1.00 CF 1.20 A Req'd 14 in^2 CM 1.00 Cv 1.00 S Req'd 35 in^3 Ct 1.00 Cfu 1.00 1 Req'd 155 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CI_ 1.00 Fbe= 38242 le= 2.7 RB= 4.7 Fb*= 2600 Total Uniform Load 493 plf Mmax 7460 ft-Ib Vmax 2713 Ib ❑ Shear at d from face? EI Req'd .295 *10^6 #-in^2 Beam Design Program VerTech Engineering Project: Galli Date: 6/5/02 Location: B15 XP - - P 1Mt y� Wu a Lmaln Lcant R1 R2 LMAIN 17 ft ❑ Apply Special Seismic Load Cases? 9259 DL RLL Wu (psf) 16 20 Wt (psf) 0 0 P (lb) 700 0 at Xg= 7.5 ft Section Loc 8.5 ft Beam E 1900000 psi Beam 1 319 in^4 Seg Loc Stp 1 ft Size IT Step 0.5 in Deflection Live Load Total Load Limit (L/ ) 360 240 Unbr. Len 4 ft Beam Width 5.25 in Beam Height 9 in Microlam ------ CD 1.00 CM 1.00 Ct 1.00 CL 0.99 CF 1.04 Cv 1.00 Cfu 1.00 Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH 1.00 Notes None Fb 1568 psi Fv 61 psi FU 2688 psi FV 285 psi TL Defl 0.76 in LL Defl 0.31 in Allowable 0.85 in Allowable 0.57 in LCANTILEVER 0 ft M (ft-lbf) 9259 ❑ Graph values? ❑ Beam Shear at d from face? FLL SL EQ WL Trib Width 0 0 0 0 5 ft 0 0 0 0 0 ft 0 0 0 0 rCheck Beam 1 Active Section Location ------ Max Min - --- - M (ft-Ibf) 9128 4964 (-- _ Size Beam—J V (lbf) -278 -309 Defl (in) -0.40 -0.76 R1 (lbf) 1921 964 R2 (lbf) 1.839 890 Cant' Defl (in) 0.00 0.00 LL Defl (in) -0.31 Envelope Notes None Fb 1568 psi Fv 61 psi FU 2688 psi FV 285 psi TL Defl 0.76 in LL Defl 0.31 in Allowable 0.85 in Allowable 0.57 in Max Min M (ft-lbf) 9259 0 V (lbf) 1921' -1839 Defl (in) 0.00 -0.76 LL Defl (in) 0.00 -0.31 Notes None Fb 1568 psi Fv 61 psi FU 2688 psi FV 285 psi TL Defl 0.76 in LL Defl 0.31 in Allowable 0.85 in Allowable 0.57 in Beam Design Program VerTech Engineering Project: Galli Location: B16 Date: 6/5/02 XP P ■ Ulft v Wu Lmaln Lcant I- R'1 R2 LMAIN 9.5 ft ❑ Apply Special Seismic Load Cases? TL DO DL RLL Wu (psf) 16 20 Wt (psf) 0 0 P (lb) 1921 0 at Xp= 5 ft Section Loc 4.75 ft Beam E 1700000 psi Beam 1 338 in^4 Seg Loc Stp 1 ft Size IT Step 0.5 in Deflection Live Load Total Load Limit (L/ ) - 360 240 Unbr. Len 4 ft Beam Width 3.5 in Beam Height 10.5, in EDF -L #1 Dimensional CD 1.00 CM 1.00 Ct " 1.00 CL 0.99 CF 1.10 Cv 1.00 Cfu 1.00 Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH" 1.00 Fb _ 1000 psi Fb' 1092 psi TL DO 0.13 in Allowable 0.48 in Envelope LCANTILEVER M (ft-lbf) 0 ft ❑ Graph values? ❑ Beam Shear at d from face? FLL SL EQ WL Trib Width 0 0 0 0 2 ft 0 0 0 0 0 ft 0 0 0. 0 Envelope Max M (ft-lbf) Check Beam Active Section Location 1252 Defl (in) 0.00 Max Min Size Beam M (ft-lbf) 5135 4215 V (lbf) 910 819 Defl (in) -0.10 -0.13 R1 (lbf) 1252 956 R2 (lbf) 1353 1047 Cant' DO (in) 0.00 0.00'. LL DO (in) -0.01 Envelope Fv 51 psi FV 95 psi LL DO 0.01 in Allowable 0.32 in . . Min 0 -1317 -0.13 -0.01 M Max M (ft-lbf) 5360 V (Ibf) 1252 Defl (in) 0.00 LL Defl (in) 0:00 Notes: None Fv 51 psi FV 95 psi LL DO 0.01 in Allowable 0.32 in . . Min 0 -1317 -0.13 -0.01 M PROJECT Ga i VERTECH ENGINEERING PAGE 9` ENGINEER AJ- DATE DESIGN OF Gr cav l+ CLoi w►rn G, — x/61 = 353I6 L c) g- X4 c3 - VS3 C) 4x4 I=2.S C2i 64 -71)16C °o L � _ 0 CD F-2. S Cs - C 2 \j 165- _ (2 1 1 l O 16 -4;, 2 222 ® 16 C + 11 10 16 + 52 b \e —.> 1 o3b 16 L 1)� coXco FI.S VB-► L r.2 C e) Co 3 ,1b LL,( 4 x Co F —2— cc) - \43io = 23t 316 PROJECT (n a 1-1�� ENGINEER /^\`J DESIGN OF'(--, rp v i A- VERTECH ENGINEERING (co1��n) Cao \22c) �b C-12 - VeI(. = I SSS ►b C\/BIG = 1 21 I6 L = C 4x4 131 PI.S F2 PAGE 1 4— DATE (oO2 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity (lbs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199. 2432 3821. 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 .154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 .1983 2401 27 0.06 55 678' 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 6X8 Fc E d 1000 1600000 5.5 Stability Reduction le (ft) Cp Fc' (psi) 5 0.94 943 6 0.91 912 7 0.87 872 8 0.82 821 9 0.76 761 10 0.69 694 11 0.63 625 12 0.56' 559 13 0.50 498 .14 0.44 .444 15 0.40 396 16 0.35 355 17 0.32 319 18 0.29 288 19 0.26 261 20 0.24 237 . 21 0.22 217 22 0.20 199 23 0.18 182 24 0.17 168 25 0.16 156 26 0.14 144 27 0.13 134 28 0.13 125 29 0.12 117 30 0.11 109 KCE c 0.3 0.8 Column Capacity (lbs 6X6 6X8 6X10 6X12 28511 38879 49247 59614 27586 37618 47649 57681 26373 35963 45553 55143 24841 33874 42908 51941 23015 31384 39753 48122 20989 28621 36253 43886 18906 25781 32656 39531 16902 23048 29194 35340 15061.. 20538, 26015. 31492 13421 18302 23183 28063 11984 16342 20700 25057 10734 14637 18541 22444 9650 13159 16669 20178 8710 11877 15044 18212 7892 10762 13632 16502 7179 9789 12400 15010 6554 8937 11321 13704 6005 8188 10372 12555 5520 7527 9534 11541 5.090 6940 8791 10642 4707 6418 8130 9842 4365 5952 7539 9127 4058 5534 7010 8486 3782 5158 6533 7909 3533 4818 6103 7388 3308 4511 5714 6917 Project: C Engineer: n of: Roof Frami VerTech Engineering Roof Loads DL= 16 psf LL= 16 psf Reducible to 16psf where.slope > 4:12 Page: Date: (o Roof plywood: 1/2" APA rated Exterior (32/16) plywood or OSB. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable ends, drags (attached to straps), blocking and all supported edges. Roof framing Cut and stacked roof systems shall be built to the conventional framing requirements of the Uniform Building Code (UBC 2320-12). Purlins, braces, intermetiate supports, and connections shall be provided by the contractor which are capable of transmitting all gravity and wind loads to the foundation. The following additional limitations shall apply: 1. Rafter Maximum Spans a. 2X4 DF -L #2: 6'-3" b. 2X6 DF -L #2: 10'-0" c. 2X8 DF -L #2: 13'-0 d. 2X10 DF -L #2: 16'-8" e. 2X12 DF -L #2: 20'-4" f. 2X14 DF -L #2: 24'-0" 2. Minimum Brace Size = 2X6 3, Maximum Brace Spacing = 4'-0" O.C. Typical Headers (uno) Use 4X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". ... Project: c�Q � I Engineer: ACT Design of: Foundations VerTech Engineering Soil Bearing: 1000 psf Page: Date: Z Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (2) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Ca I Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12. 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 .20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5, 42.25 CS Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. n �7- q -o- o g4�}5g,@}-3 ' 02-1696 GALLI, MICHAEL 13WLINBURGH CIRCLE, CHICO NEW SINGLE FAMILY (4 BR) 047-740-013 04-2388 SOWDER, CALVIN 13957 LINDBERGH CIR, CHICO Cont: ULTIMATE PLUS PATIO COVER BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT FORM This information is not available to the. public!!! ! ! to ! DO NOT COPY FOR THE PUBLIC OR THE FIELD INSPECTOR!! The following information is required for'Housing Complaints and the Complainant MUST BE the person living at the complaint address! Complainant: Address: Phone Number: The above information is not available to the public! ! to to ! to to (2) Y9 mr, F - •Many.styles.and colors:*-': •Economical modular construction `Increase the value of your home actory Awthoriz � Dialer ` :*Free in home. estimates 'L 3106-B Hwy 32 PATIO. COVE{ •Limited lifetime`warranties gwq CA- 95973 34�3Q52 ado (5304 i Insizon Duralum Products �; , Department of Public Works C o u n t y' of zB u t t e J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive - Oroville. CA 95965 (530) 538-7266 • (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 1 ACRE] Project Description: /1/ Piq -7-1 o Project Location and/or Parcel Number: ` By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I,, therefore, do -not need to apply fora Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional -Water Quality Control Board for -a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other ' sanctions provided by law. Signed: Title: Date: �-/a-d�,-' Less than I Acre NPDES & SWPPP. Compliance Certification Butte County Storm Water Management Program Revised 5/12/04 SOUJOEQ. CAL VW S E-0 , L, PWnO Free Estimates Insured & Bonded ULTIMATE PLUS 3106-B Hwy 32 PATIO COVERS Chico, CA 95973 ROOM (530) 342-3052 office. (530)342-2i64 fax The RewfieWm of 490W RMIM L&V Alton him Is ftWft PREgAeo-M ov PLANNING DIVISION - BUILDING PLA APPROVAL Use: 0&hb—Dats: Parking: Landscaft Offm SignaturW. YA,� /7-',Y�0 -* 9 - 0 7 -013 m C �7 rN U c. -0 z m I G) C-) 0 0 OW < <— C °. M Z%a 1395? Lw3.,ut?C--44-. -c)9cl-4-f;-: Ld , ABA • o r y , I hereby certify that this Plan. cM. V. C, 00"s ESSIp 'o, : • pf NEW .• F, GIS rER ,r/ a ►� "1 : fePort was prepares' Sy me �e�° PROFFy °COQ ••' �•;ql �% A, ' T U t; 9�� ; f s 1 111 F , my direct supervision cnd s %: F ' y �'�C' - ,f•. o * that I am o duh ( s : �Q t R. F. ; 2 " NO- 14275 _ ^ R.F. TUCKER • sloriol En ,nEie� R`U:�ered F'rofes- 4# F� ENGINEER p ► Vit; TUCKER °�= ' No. °' +•: _' t t fit" 6 9 under the laws W z z? - PROFESSIONAL ate Of Minnesota. x a zi7 • m : 1: 40 SBO ES EVALUATION REPORT NO ER -2621 P i EN NO ER r 6385 ^ 2� :may L E 5170 : a"' :. �'• ;ti 22 F "• 33793 �° R. F, TUCKER �r '��, �Q , s••.• •.= • o,�� • SENSE. ��, . �1AGi ER �,p9n dw`. :.oma No. 22: �. Oc 55,5 •• 9o�.FpF NEBpPaP,,, NE PAGES DRAWING TABLE OF CONTENTS S r S`� �. ; '/pNA1 ip\! T U C�+o. _, �_ Y•' ,_ E s s , o Npt ENCI,y `����►i1uu11►M►{{` 2 PAGES 97GN01 GENERAL NOTES, QF TUCKF9. �C FFq yt'�t Ei,o ��,��;�� OF M/ ,,,�� �C)N TA , �oI{s{ionalf� 97GN02 a M � Gey 9 -�� �f+ * .•�y �� %, �•`�Y� IVArf4°'4<<� , • c� 2�' u� a RAYMOND F. 'R T . ;�� : ®R A) vt, ° ten. in ? W TUCKER o .1 �„ F UCXER• _ T.0 21152 = 2 PAGES 97SC01 STRUCTURAL CONFIGURATIONS �I y.;. _n = r •A �:: NUM - _ � 13C R. K .97SCO2 9� k= `��� :;• :: ��_ W 3ER ��F RFc oETUCKER OA `� �P� .��,� ..civ.....•�oa Z�� �.. r Alp TUCKER .� E -2431sT. :` ss/O/ d.. ..• s%vee.. 1, PAGE 1.0 ROOF PANEL SPANS AND OVERHA ATIO A IAL .STR E ,tw000 CA ��S�Nl�% '�T ROF�S$��P.►' `\\```\` 1E .. 2 PAGES .2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES c'�0�,•�°•°°�., e'yp• �E `h:',� �P •r�o�Esslcy9.. 1S TE a ��6 R. F. TUCKER, - ? PAGES 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES a SEAfI E-61529 /i 15P ( PROFESSIONAL • 1 1�AGE 4 0 . FREESTANDING AND ATTACHED LATTICE PATIO'STRUCTURES fN' L . F�E ao;Q' , ,off 9FG F �• % •., P~'•••u \oTER.�,� A PAGE 5.0 FREESTANDING AND ATTACHED LATTICE COMMERCIAL- STRUCTURES "'_.,,,� ,�..••'�` TH Pi P�� ri' .` 1 PAGE 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTUR°tF. AGES v97CD01 r r C.O ENT PARTS AN CTION DETAILS `,o�'�Qi rn 97CD02 Jx► �nF z� u =�ItT �� r .a �,:• ;:.:.:. = .' ........... 97CD03 kF NG1 N F f Ss.''C P �``r ��s* L�� :c�: , - rt.CAAOtp� •; ' � ai t; n -R. �L �- o°' v -moo f E ' v ;, �.. 97CD04 • 84 -►0 u ; �. 636 ` �bhrrew�s. 97CDD5 w ' ` e - e► Na.12109' ' ' r ti R. F.,T ?.TUCKER w `� •N0, 213`L1 !i 9� \Q C O OREGON R. TUCKER _ f._ �- >fj�;�-•�.o.•�`t • /.. .:S � 97 D 6 , °`, 9 :NGINEER' iJe `r0. �P•� a. ///� �:!Jir1�ALY 97CD07 . `c . I \� i` IiQ /�a ) �y •�j '� >J 'ecS�T iD NKO• t 97CDO8 :: ,2Gsjt22: �z �,�. rlu� �E = �� ,,,, ., r ,: O'fFSSr ms's, 97CD09 I. ti,s�,�s� s Y L, `1' M s •R•!,lrt71{{{!° �� I d PAGES,1 7, .., 97LT01' COMPONENTtP T3�1�Nti1 ONNECTION DETAILS,FOR`SPMMERICIAL LATTICE STRUCTU No. 7984,: Q' 97LT02 �e� �, ?i+y�*.�/�/i` �• ,�°°°�� •.:` �jt /�i�� ,LA R. F. TUCKER '.= 97LT03 GEO R G/ G►� TF,Q G 1. " �,v►+�!ITI,,, ;,;� 97LT04 4 sT ••� G ' r ; �; :' ,%N Orq-;�, q : x. s;r, 5; tis. ...:.: . d 4 Fp j. R F. T9TE OF U � . o _ s No,a ,; �a0.8143 No, a` �G1STE,p .-P `;; ,F _ N0: 8143' 7.. SBS PROFESSION L 880188 _ . , ' ! r�,;'KE -< ' �� = t PROFFgMnn.• - /r A . A1ti� __ 1 n r a o R IIJAN PRODUC111 HSG 1140 ALL PRO DRIV 4 _ <'R F TUCKER, •c_ . i'wMA�G � Y ONAI i't:•�•I Fr VI11141 TTE 6OUNTY • BUILDING DTVI _ APPROVED s44 :; cs _ • I; 2 PAGES .2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES c'�0�,•�°•°°�., e'yp• �E `h:',� �P •r�o�Esslcy9.. 1S TE a ��6 R. F. TUCKER, - ? PAGES 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES a SEAfI E-61529 /i 15P ( PROFESSIONAL • 1 1�AGE 4 0 . FREESTANDING AND ATTACHED LATTICE PATIO'STRUCTURES fN' L . F�E ao;Q' , ,off 9FG F �• % •., P~'•••u \oTER.�,� A PAGE 5.0 FREESTANDING AND ATTACHED LATTICE COMMERCIAL- STRUCTURES "'_.,,,� ,�..••'�` TH Pi P�� ri' .` 1 PAGE 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTUR°tF. AGES v97CD01 r r C.O ENT PARTS AN CTION DETAILS `,o�'�Qi rn 97CD02 Jx► �nF z� u =�ItT �� r .a �,:• ;:.:.:. = .' ........... 97CD03 kF NG1 N F f Ss.''C P �``r ��s* L�� :c�: , - rt.CAAOtp� •; ' � ai t; n -R. �L �- o°' v -moo f E ' v ;, �.. 97CD04 • 84 -►0 u ; �. 636 ` �bhrrew�s. 97CDD5 w ' ` e - e► Na.12109' ' ' r ti R. F.,T ?.TUCKER w `� •N0, 213`L1 !i 9� \Q C O OREGON R. TUCKER _ f._ �- >fj�;�-•�.o.•�`t • /.. .:S � 97 D 6 , °`, 9 :NGINEER' iJe `r0. �P•� a. ///� �:!Jir1�ALY 97CD07 . `c . I \� i` IiQ /�a ) �y •�j '� >J 'ecS�T iD NKO• t 97CDO8 :: ,2Gsjt22: �z �,�. rlu� �E = �� ,,,, ., r ,: O'fFSSr ms's, 97CD09 I. ti,s�,�s� s Y L, `1' M s •R•!,lrt71{{{!° �� I d PAGES,1 7, .., 97LT01' COMPONENTtP T3�1�Nti1 ONNECTION DETAILS,FOR`SPMMERICIAL LATTICE STRUCTU No. 7984,: Q' 97LT02 �e� �, ?i+y�*.�/�/i` �• ,�°°°�� •.:` �jt /�i�� ,LA R. F. TUCKER '.= 97LT03 GEO R G/ G►� TF,Q G 1. " �,v►+�!ITI,,, ;,;� 97LT04 4 sT ••� G ' r ; �; :' ,%N Orq-;�, q : x. s;r, 5; tis. ...:.: . d 4 Fp j. R F. T9TE OF U � . o _ s No,a ,; �a0.8143 No, a` �G1STE,p .-P `;; ,F _ N0: 8143' 7.. SBS PROFESSION L 880188 _ . , ' ! r�,;'KE -< ' �� = t PROFFgMnn.• - /r A . A1ti� __ 1 n r a o R IIJAN PRODUC111 HSG 1140 ALL PRO DRIV 4 _ <'R F TUCKER, •c_ . i'wMA�G � Y ONAI i't:•�•I Fr VI11141 TTE 6OUNTY • BUILDING DTVI _ APPROVED y. •�,•� �4G1STEr�FO NO. 14275 PROFESSIONAL EED Rtolsssien�/ fs0i ICA . C;21152 R. F. 1 a TUCKER �9izoNA. u s~ Design UpUft Wind Pressure (psf) pT Simple Span Arens AR� REGISTER D PROFESSIO AL r ENGINEE B idol% No. 452 10.16 21.87 B Quo 0 16.76 36.11 C 17.36 17.36 17.36 37.40 NO. 260 28.66 28.66 bcp 3 -31 a? - ZCIVIL C1 Vl\1 F �r�Q OF CA1 �F di 20918 S x} • �of, I q 72N No. 2-053 •••wq�r9� �.. r......, F�,,,Q,iF9d � • ,,...► E `%%%%....... fill S\l •r CP SNOF Mm R. F. CTUCKER ? a M D f o♦* ti; --� -:.Gp, : ^�:� %�• NO. p: o i RAYMOND F. ; m R. F TUCKER E-5170 a •` ; s 402 TUCKER ; o NUMBER IN �������.: ��d ....� 1,v„i4.. 0 9OFESSO 'I'o 862$ 1. DESIGN IN ACCORDMICE�SIO1 IN THE UNIFORM B G CODE 1997 EDITION. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING CODS 3. EACH BUILDING PERMIT SHALL BE ACCOMPANIED BY TWO COMPLETELY DIM ENSION"• PLOT PLANS SHOWING EXACT LOCATION AND SIZE OF EXISTING AND PROPOSED i F STRUCTURES. essssssurc::rra: 10 4. DESIGN LOADINGS: eeeeeee�Q(IOFESSlpy� =:y,o'� A. APPENDIX CHAPTER 31 DMSION III. PATIO COVERS �, 4 •'• QED' NO.0% .of LIVELOAD: 10 POUNDS PER SQUARE FOOT. 6362 f 20 POUNDS PER SQUARE FOOT Z R. F. TUCKER o' 25 POUNDS PER.SQUARE FOOT • 30 POUNDS PER SQUARE FOOT 40 POUNDS PER SQUARE FOOT °••GrH DAKO.0 60'POUNDS PER SQUARE FOOT °�•'••' `e WIND LOAD: FOR 0.4412 ) SLOPE ( 242 '-••......+ L 90 -MON TqH� 4 RAYMOND TUC KE R 130Raoc A CARO;"-,, ��SS n���•9 SEAL 15116 A L �'''•.... TR6.• THAN 15 FT Design UpUft Wind Pressure (psf) Simple Span Arens Eaves and Overhangs Unenclosed Enclosed Unenctosed Enclosed Exposure B 10.16 10.16 10.16 21.87 B 16.76 16.76 16.76 36.11 C 17.36 17.36 17.36 37.40 C 28.66 28.66 28.66 61.73 Iv FT Design Uplift Wind Pressure (psf) Simple Span Areas Eaves and Overhangs R. F. TUCKER S Unenclosed Enclosed Unenclosed Enclosed No.032d135 mIPS. ; Exposure 01-F TUC��� fq-1F�9 PROFESSIONAL RE 4074 ; INE���� Q I D P•`�O E OF 0 R. F. TUCKER E-61529 B 10.65 10.65 10.65 22.93 Design Laterat/UpliFt Wind Pressure (po) �� �3='��fi� -''� B 1758 1758 1758 37.86 �`f o��ssiiaty C 18.05 18.05 18.05 38.88 Speed Simple Span Arens Eaves and Over waJAUICULTLam- ;' 90 C 29.80 29.80 29.80 64.18 mph Height Zone Unenclosed Enclosed Unendosed Enclosed 70 Less than 10' 7.5 75 7.5 7.� cA, c4 90 Less than 10' U.3 1L3 11.3 11.3 A,212 4F FOR DESIGN OF PRIMARY FRAME SYSTEMS 70 Less than 12' 10 10 10 10 '``<�'`�-•°•' pf W,y' f Design Wind Pressure (psf) 90 Less than 12' 15 15 15 15 °:i,'� "G' Exposure D Exposure C I hareiMIflit" P P � , � �rt w� tnls p'. rz• M �'" 70 mph 90 mph 70 mph 90 mph cls 10 or urri,r . ;y dl, s,; ��•: ,• Enteral 10.2 16.8 17.4 28.7 Ix"10: B. COMMERCIAL STRUCTURES fhdt I an. n culy RL -g -terr'�e I:�O � 9F � � .:'� Upuft 10.0 15.0 10.0 16.05 Q siono E-'1 ironer under the is . UVELOAD: 20 POUNDS PER SQUARE FOOT. Of the Stot6 of Mlrinesoro. 25 POUNDS PER SQUARE FOOT V. TUC/Y 30 POUNDS PER SQUARE FOOT R. F. TUCKER F,Q 40 POUNDS PER SQUARE FOOT Dale 60 �PAIrNDS,�PER SQUARE F '"t � own No. 2,2 T '�: C�� Q _ TE REVISION DATE REVISION CERTIFICATE ; •o"t0 PROFF.''',, F T UCk� :���pt� s�''.� Ea PRO ,p r`A�at1N: •.. F n �7 STATE Of ; �� �I, NFF••s��o ' �G 809 _, R F. TUCKER / �� ENGINEER �`, �G,STF+ C? <V 'P S Z : - C) O � Q �Q to • . Reg No. 47575 c w z FLORIDA �� . 1833 : a' 12733 t�+sTERiC = � a = 13sS7 �!'c Z �toFEssl WAL ENGINEERS N� 6385 - y; Engineering Services' `RED ENG\ ,�9r oP :) ; p, �i y a ? 5*ATE Aw� ply >>4o All Pro oma. ,9/- •• %ftY�n''• �� ' �'t1Nsl► �N ��` �(<` \Q �OsF ,S P�Q.'T4 Eldwrt. It 441514 GEU R (;/ ' %'� ,p N��i / Ory I taunt`+r , 0 %�S r V r?or ' v �•. ��-`-'�: »•• KG K:80 ES EV&UATION REPORT NO ER -2621P � E N0. 8143 q G DFESSIONAL �� R. F. .,,, eneen4On to Tilf`KGa 61NF.���i�_STAY� 9538 OF T1! G 140 . I 4 •v1�N mow" 'r� �Fc/STEtL' NAI.�.e`ee �NAL E � ' ' Wit• * RF -TUCKER ,. W NO. ' 0 33793 *of Wy MtNG 4t � "" NONE P GENERAL NOTES STAMP 9 /R /9nnn .. 97GNO I OF 2 F.'• ... , .,, 4t - �` 84-40' OREGON - r f. TU C MOMS10KAL �. R. r- TUCKER ENGINEEI. l 12109LI * No. 7984 } R. F. TUCKER 1" •'sT'rE OF ON -t3UTTE COUNTY SUILDIN6 DIVISION APPROVED TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES FOR GIVEN PROJECTION AND OVERHANG(ROUNDED (FT) tea WE PANEL ZrO.C. OVERHANG OVER LOAD Y S� CONS.7=ATTf:7= FREE MPH HANG 10 0.036 213' 11'-8' O.OW X 3 -CLOVE RLEAF COLLMIN 0.042 211-r 17-T 20 0.036 IN -6 8'-6 F 0.042 17-10' V-11' 25 0.036 1v4r . r -r 174• 0.042 1T -T V -IV 30 0.036 9'-9" r-11" 21'-1' 0.042 1s -r V.I. 40 0.036 T-4' 6'-0- i%1' 0.042 11-9 V T -W 60 0.036 r-11' 8-11' 13-r 0.042 T-108 I 5-9- 1r -r 104r 1r -w 1T -W 9-1" 11'_' r-11- 6'-r 18'-10' Qt 1r-1• 1r-7- 1r-7- J o, 22--r 29 24 c D V c9l 101-7' 9'-I" 1 r-0- 9'-8' 12'x-' a 13--r ;:�1 ;4r 2W-9' 19-T 28 201 24 25 c C •, 33 19 r -W r-10" 1901' T9s 18'-6' 28 26 C 19 11'' r4 r4 9'-4' 9-6' 1r4r 27 25 C iT_' 1r r4r r-4" r-6' ag 1r-11* 27 26 c r$ 13 r4• r4' T-19' 8'-1' tri- 27 27 C r-17 lr 6-0' 9-4' T-4' r -r 1944 27 21 C 19.9' 1s s -T SAW r-108 r -T 1S -r 27 27 c 32 1r S-7 5.4' rs 8--7' If4r 28 28 c 32 it For s -r r -or r -r I C- r 28 28 C E tr r-0" C-111 S-8' S-108 13'-10- 28 28 C Tor, 19 23 for s-5' S4r 173' 28 28 c 21' 29 1 1 1 5-1' 93' 17-1' 29 29 C 25 21' r-11' s -r r-10' 9-V 1r-9' 29 29 C 4 27 r -r 25 r -r r - 9• 12r 29 29 C 90 MPH 1r OR LESS 23 10 r 21'-1' 27-o' 25-7- 263" C r-0' 23 lr-r 35 r tr-10• 1T-7" 2W -W 21"-0' 8'S- 23 r -0r 35 35 r 14r-1' 14r4r- ir-0' 1r4r 23 ,3.6- 30 se � 1 r 1r -r 1r -r W -r Mr 19'-r 30 25 C 23 V 17-T 11'-0' ir4r 17-1' Ir -10' 29 25 C 19 9 9'-4' 941' ll' -r 11•-8" 1r-19' 29 26 C 17 rS' 9-10' 193' 193' 15-11" 28 26 C 11' r4r r4r 9'3' 9'3' 153' 28 27 C 1r r4r r-4• V4r r_" a -r 28 2e c 17 rd W4 r r-19' C-11 IC -W 28 28 C lr V4r r-41 • r-41 74r 174r 28 28 C 1s S -T 5-19' r-10• T-0' 174r 29 29 C i 1r SS' 93' r -W B -r 1r -r 29 29 C 10 1T F4r S -r W-& " s -r 1r-= 29 29 C it 4'4S r-11' 94r 5-10' 11'-11' 29 29 C 19 Cor S-6' S3' 11'-r 30 TAWE 2e THIS TABLE MAY BE USED FOR commERoAL. PATIO OR LATTICE STRUCTURES SPANS FOR 3 X 8 RAFTER WE PANEL ZrO.C. 70U90 OVER LOAD Y S� CONS.7=ATTf:7= FREE MPH HANG 10 0.036 213' 11'-8' O.OW X 3 -CLOVE RLEAF COLLMIN 0.042 211-r 17-T 20 0.036 IN -6 8'-6 F 0.042 17-10' V-11' 25 0.036 1v4r . r -r 174• 0.042 1T -T V -IV 30 0.036 9'-9" r-11" 21'-1' 0.042 1s -r V.I. 40 0.036 T-4' 6'-0- i%1' 0.042 11-9 V T -W 60 0.036 r-11' 8-11' 13-r 0.042 T-108 I 5-9- CLEAR 1 MDL= Yd FOR 10 PSF DOUBLE RAFTERS MAY BE USED 48" O.C. COL COLUMN SCHEDULE FOR ATTACHED LATTICE PATIO STRUCTURES MAX COLUMN HGHT A 0.024• x 3' SOUARE ALUM COLUMN 11'$ B 0.037 x 1112' SQUARE ALUM S� CONS.7=ATTf:7= FREE . SCROLL COLUMN AL1 B_ � 0.0211x3' SQUARE ALUM COLUMN -- -9-11 --11'-43 C O.OW X 3 -CLOVE RLEAF COLLMIN 124r D FLLTRD COLUMN ALUM. 0.08r /7-0' E 3- CLOVERLEAF STEEL 0.015• 17.0' F 3 SQUARE STEEL COLUMN 174r 0 P SQUARE STEEL COLUMN 174' H S SQUARE STEEL COLUMN 174• J 8' SQUARE STEEL COLUMN 17-08 1 ACLC •.7 4.0 FREESTANDING AND ATTACHED LATTICE PATiO STRUCTURES LIVE TRIS MAXbRUN COLUMN SPACING 31m' STEEL C BEAM LOAD WIDTH FOR ATTACHED LATTICE ON SLAB MAX S� CONS.7=ATTf:7= FREE LISMG AL1 FIEADER MUST BE ABLE TO SPAN COLUMN ` COL. USNG COLUMNA' ALL QITHER SPACHNG FTR 111_' 9-1" JAN COLI -W COl1JMl35 SPACING/ v vN1&_r 14'-1' MAX LENGTH OF COLUMN ON 9S' ON SLAB v COL YPE 19d tT3 90 NPM 19 OR LESS M1T.: t r 21'-1' 22-4r 25-7- 263 r 1 -71 13$ 111 i%1' >s --i 1r -to' ' it -r 29s 41" 0 133' 1911- 13-r SS 6'-B' F 1r -r 104r 1r -w 1T -W 9-1" 11'_' r-11- 6'-r 18'-10' Qt 1r-1• 1r-7- 1r-7- J o, 22--r 29 24 c D V c9l 101-7' 9'-I" 1 r-0- 9'-8' 12'x-' a 13--r ;:�1 ;4r 2W-9' 19-T 28 201 24 25 c C •, 33 19 r -W r-10" 1901' T9s 18'-6' 28 26 C 19 11'' r4 r4 9'-4' 9-6' 1r4r 27 25 C iT_' 1r r4r r-4" r-6' ag 1r-11* 27 26 c r$ 13 r4• r4' T-19' 8'-1' tri- 27 27 C r-17 lr 6-0' 9-4' T-4' r -r 1944 27 21 C 19.9' 1s s -T SAW r-108 r -T 1S -r 27 27 c 32 1r S-7 5.4' rs 8--7' If4r 28 28 c 32 it For s -r r -or r -r I C- r 28 28 C E tr r-0" C-111 S-8' S-108 13'-10- 28 28 C Tor, 19 23 for s-5' S4r 173' 28 28 c 21' 29 1 1 1 5-1' 93' 17-1' 29 29 C 25 21' r-11' s -r r-10' 9-V 1r-9' 29 29 C 4 27 r -r 25 r -r r - 9• 12r 29 29 C 90 MPH 1r OR LESS 23 10 r 21'-1' 27-o' 25-7- 263" C r-0' 23 lr-r 35 r tr-10• 1T-7" 2W -W 21"-0' 8'S- 23 r -0r 35 35 r 14r-1' 14r4r- ir-0' 1r4r 23 ,3.6- 30 se � 1 r 1r -r 1r -r W -r Mr 19'-r 30 25 C 23 V 17-T 11'-0' ir4r 17-1' Ir -10' 29 25 C 19 9 9'-4' 941' ll' -r 11•-8" 1r-19' 29 26 C 17 rS' 9-10' 193' 193' 15-11" 28 26 C 11' r4r r4r 9'3' 9'3' 153' 28 27 C 1r r4r r-4• V4r r_" a -r 28 2e c 17 rd W4 r r-19' C-11 IC -W 28 28 C lr V4r r-41 • r-41 74r 174r 28 28 C 1s S -T 5-19' r-10• T-0' 174r 29 29 C i 1r SS' 93' r -W B -r 1r -r 29 29 C 10 1T F4r S -r W-& " s -r 1r-= 29 29 C it 4'4S r-11' 94r 5-10' 11'-11' 29 29 C 19 Cor S-6' S3' 11'-r 30 30 C 29 rs- 9-1' S3' 11'3• 30 30 C 21' 41-10' S-0' 11'4• 31 31 C 27 r4r 4'-98 19-9' 30 30 C ' 20 r 11'-1" I r4r 17-W 17.9' S r-1Gr 9.3 19-9r 11'-0' r T-4• 11-8• r-111' w -r T r-4' 6-r r4r T-19' 19-1" 30 25 C V 94r S -9r V4r r-19' iT-10" 29 25 C , V r-11- S -r 5-11' W-1' 1r-10' 29 26 D. 19 r -r 9-4' S3' 15-11' 28 26 D 11' r -tor 5 -or 153' 28 27 D 17 4f-6" 4'-7' 14'-T 28 28 D 17 W -o- 28 28 D 1r 174r 28 28 D. 1s 174r 29 29 D . • 1r 17-r 30 30 D it 1r3r 30 30 E 1r 11'-11' 30 29 E 19' 11'-T 30 30 E 29 11'3' 30 30 E 21' 11'-0' 30 30 E 2r 199' . 30 30 E COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMEDIATE COLUMNS FOR MULTISPAN STRUCTURES COLUMN NOTES E 8-r Lrco-f- F 11' M G 17 M H 17 A TABLE 4 6 ALL COLUMNS MAY BE REPLACED WiTH A STRONGER COLUMN 'A' MAY BE REPLACED WU BJ 113' MAY BE REPLACED VV/ CJ, ETC. LINEAR INTERPOLATION FOR ALL CALCULATIONS IS ALLOWED t LNE TRIB MNI OOLU►N SPACING FOR I C ROLLF;'ORMED C BEAM '.O1D WIDTH ATTACHED PATIO ON SLAB M -A .CONS. FOOTER SIZE LISMG AL1 FREE ATTACH® ` COL. COLU N FTR F1R I,.a 111_' 9-1" JAN COLI -W OTH M3 SPACING/ r4r 14'-1' ►ML COL LNGIM I ON 9S' v v COL 31 29 V-7 I 117.4' I SUB M1T.: B'3 8'-19' TYPE 70 MPH VWNDSPEED 10 OR LESS - 10 r 1 -71 13$ 111 i%1' Tom"' 20'-10- 30 30 S 133' 1911- 13-r SS 6'-B' 19-98 31 31 9 1114r 9-1" 11'_' r-11- 6'-r 18'-10' 31 31 T 9S' T-9' 93" 2V-4" 27 27 D 32 9 V-7 9-1(r 8'_' 253' I 28 28 D 33 9 T_- r-11 TS" 283' 29 29 E 33 19 a -r ss r -r 23'4r 29 29 E 34 11' iT_' r-11' 9-r 21-11• 30 30 E 34 17 13' 5`4r S-1" r$ 5'-r 5'-r 21*4 r 20'-r 3D 31 30 31 E E 34 1r r -T IV r-17 /947 31 31 E 34 1S 25 19 r-" 19.9' 31 31 E 35 1B i 20 c 18'-r 32 32 E 35 17 25 21' 1 c 1T -r 32 32 E 35 iV 25 r• 1 17-1" 33 33 E 38 19 23 r W -r 194r 33 33 E Tor, 9-11 23 S 9-11' 1B3 IS 33 33 E V -V 21' 23 1 1 1 4'-9' 33 33 E 10 It - 19-r i3!4r 1 - ATTACHEDR COLLI.N FREE ATTACHED 90 10 S 133" 1911" 13-7' ` COL. v v COL (,n it 111_' 9-1" 1 r-4' F0 a o0 r-11" r4r 14'-1' 28 T 9S' T -9r 9_r 23-r I 31 29 D 27 8' B'3 8'-19' 8'-r =-1• 31 30 D 26 9 11.4' i%1' Tom"' 20'-10- 30 30 D 26 19 3-r SS 6'-B' 19-98 31 31 D 26 11' 93 r-11- 6'-r 18'-10' 31 31 D 27 17 S$ r4r Sa- 18_- 32 32 E 27 13 5-1- rd S -r 111-4- 33 33 E 28 1r r-9- 9'-r 4* -10" 164- 33 33 E 25 1S r-9' v4r 4'-r 16-1' 34 34 E 25 1r C 11-9 rd 1S -r 34 34 E 23 1T C r -r 23 i6--1' 34 34 E 23 IV c 8'-9"23 I'V-W 34 34 E 25 19 c B-4' 25 1 r3 35 35 E i 20 c Ll 25 13-11' 35 35 E 25 21' 1 c V_r 25 13 T 35_1 35 E 10 r 1e'-7- 13$ 1T - ATTACHEDR COLLI.N FREE ATTACHED 90 10 S 133' 1911- 13-r ` COL. v v COL (,n 9 11'4r 9-1' 11'-' F0 a o0 r-11" r4r 14'-1' 28 T 9S 74r 9-r 27 2' 30 30 D 27 r S3 9-10- 8'_' 29.8' 30 30 D 26 9 -r_r 6-1' T-8" 17-r 31 31 D 26 19 9-r - SS' 6'-9' IV W 32 32 D 26 11' v4 r 4-1 1" Q -r 1T -W 32 32 D 27 17 94' r4r S$ 18:11" 33 • 33 D 27 13 9-1' rd S -r 18-7 33 33 E 28 1r rs' 9'-r It -IV iS-T 34 34 E 25 1S r-9' v4r r6' 1S -r 34 34 E 25 1r C 11-9 rd 1r4• 34 34 E 23 ,T C r -r 23 t r3 35 35 E 23 18' c 8'-9"23 13-10' 35 35 E 25 19 c B-4' 25 135' 38 38 E 25 29 c Ll 25 13'-1- 35 38 E 25 21• c V_r 25 1 1748 37 37 E WIIITH 90 NIPl1 vrmwrtcu CONS. FOOTER SIZE 17 mexp T �A-- --10 ATTACHEDR COLLI.N FREE ATTACHED 90 10 r 18'-T 3 1T ` COL. v v COL (,n S 1T -r 10'11' 13-7' F0 a o0 r-11" r4r 14'-1' 28 r 11--0r 9-1' 111-1" 23 B 5!4r 17-r 27 T SS' r4r 9$ 19-1' 32 32 D 26 r V_r 8'-108 V_r 17-1C' I 32 32 D 26 9 T-4- B-1' 74r 18'-10r 33 33 D 26 19 8'-r SS 9-r ,5-11" 33 33 D 27 11' " r-,1- 6'-r IT -7 34 34 D 27 17 94r rd 5'd 14--r 35 3.5 D 28 13 6-1' 9'-r S -r 1r4r 35 35 D 25 1 r r-9' v4r 4f -1P 13_- 36 38 O 25 15! C 11-9 rd 13_' 36 38 D 23 iV C r -r 23 Ir_r 38 38 E 23 IT c 8'-9"23 173 37 37 E 25 1r c B-4' 25 111-11' 37 37 E 25 19 c 5-9-' 25 11' T 38 38 E 25 2V c V_r 25 111-7 37 37 E 25 r• 1 113' 23 11-0" 36 38 E 23 r W -r T-7 23 21 C Tor, 9-11 23 S 9-11' S$ 7-1' 22 c V -V SS' 23 r 54r 4'-9' 5-11" 22 c 9.Or I r-10' 25 T r-11' s -r S-1' i9-1' 17-10r 32 32 19-0r E r -r 25 18-10' 33 4'4" 18'-- 25 19 C T-10' 23 15-11• 1 S3 33 31 ,333333 1 E i 23 17 C r-0' 23 lr-r 35 e':.' Q-1' 23 13 c 8'S- 23 r -0r 35 35 23 ,r C S -r 23 ,3.6- 30 se � 1 23 1s C 4-10' 23 174r 38 30 11' 23 19 C 9-10' 23 17-r 38 38 E WIIITH MAA COKS. FOOTER SIZE MV1X CONS. FOOTER SIZE 17 mexp T FREE ATTACHEDR COLLI.N FREE ATTACHED 90 FIR MBI. FTSPACNO FTR FIR MNL NPH Jv 7FT) COL. v v COL (,n 1►0 P+1 TYPE '(FT) pNU (M TYPE F0 a o0 r-11" r4r 14'-1' 28 •24 B 133" 27 23 B 5!4r 17-r 27 25 B 11'-10; 28 24 B B-0• 1V4r 26 25 c 101.9" 26 25 B 11-0• ' 101-T 26 28 c 101-0" 25 25 c 9_' 9-11' 26 26 c 94" 28 26 c 94r 94- 27 27 c V_I(" 28 28 C 104r S-1 P 27 27 C 8'-4' 27 27 c r-0- 101-r 28 21 C 9'-r 25 21 C S -T 7-11 25 22 C v4r 25 22 c if3 6-7 25 23 C 11-9 23 22 C T -O- 74r 23 23 C r -r 23 23 . c V4r. 944 23 23 c 8'-9"23 23 c 93 9_" 25 23 c B-4' 25 24 C 104r SS' 25 24 c 5-9-' 25 24 C 1'-0' 9-r 25 21 c V_r 25 20 c T -V S -r 25 22 c 113' 23 21 c 9.0' T3 23 22 C T_" 23 21 C Tor, 9-11 23 22 c 1 944 23 22 c V -V SS' 23 22 C 5'4" 23 22 c 9.Or I r-10' 25 22 c s -r 25 23 c 19-0r ! r -r 25 22 c 4'4" 18'-- 25 20 C T-10' 23 19 C 54r ! T-4" 23 21 C r-0' 23 2D c e':.' Q-1' 23 21 c 8'S- 23 21 c 113R-Ir3 23 21 C S -r 23 21 C 8'-(T23 23 21 C 4-10' 23 21 C 4'0' 11' 23 ie C 9-10' 23 1e C 5-(' 22 19 c s -1o• 22 19 c E COUNTY 4G DIVISION :)ROVED 2 1/2' x 6' ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PANEL 17 mexp T LOAD 'r 70 90 OVER (PSF) (M NPH NPH HANG 10 0.015 13'5' 13'3"' 6-S 0.020 trs 18-41 r-11" 0.024 183' 18.3' T-10" 0.0132 18'-8' lr-r 8'-T 0.036 19'4" 19-C r-11• 20 Eo18 9 -9' 9'-9" rr 0.020 19-r 19s S-9' 0.024 11'-8" 11'4r 5-r 0.032 1r-1' 14'-1' r -1o' 0.036 15-1' 15-1' T-1' 25 0.018 r-9' r -9r r -r 0.020 9'-5' 9'S" r-6' 0.024 19-7' 19-r 5-1' 0.0112 lX4r 1r4r 6'-r 0.036 17-r 17-r r -r 30 0.018 r-8' r-8' 7-r 0.020 r -r r-6- r-1' 0.024 T-9' 944 r -r 0.032 11'-8' 11'-r S -T 0.0136 12W 18.6' r -o- 40 OAMS 5'-10' S -1o" 2'018 0.020 6'-11' 6'-11' 738 0.024 r-6' V4r C-0 0.032 19-r 19•r r-10' 0.036 19-11' 19-1r sJ' 60 0.018 4'-1' r-1' T -to' 0.020 6'-3' r3- r -r 0.024 0.024 r4r T-0' 7 -Or 0.032 r -S 8--5• r4r 0.036 914r 9'-0' 4*3' TABLE 1.4 �{ VARIES OJECTION p FiAN PROJECTION HGTH VAR►ES SEE .SCHEDULES• F'RO,�E�ON • LEN H 75% PR p X PANE SpAH 25 SP • MIN. SLOPE 0.4`/pT, D FASCIA MIN. LENS FOR MIN LEV4EL GV c JOINT COL. µEDULE NERS/ PANEL SPAN .. Np OF 10, SM FAS�E _. FASCIA COVER PANEL I` CIA,, INTERNED.' BEAM -COVER-- EL FASCIA HEADER MAXIMUM i HEADER O INSTAR ' OVERHANG SINGLE SPAN ATTACHED ,STRUCTURE % -COLUMN, INISTALL1 = COLUMN ,..25R COLUMN • s �' STLCOLTYP. • SPACING VERTICAL }, r VERTICALl _ a r . •, ..NSTALL CO _ `! VERTICALLY a ROVIDE 1 1/2' DRAIN OPTIONAL.3 1/2' t ROVIDE 1 1/2' _ CONCRETE SLAB /DRAIN q F__ 1/2'0 STEEL BAR - • - C Ty, SEE NOTE 5. SEE• NOT • 5 pN . SLAB ■ Ti ' ' 'd' ®8' LONG f J SHEET 97G402. ,��' d d d 5 �•`= LtISEE SCHEDULE'.FOR SHEET 97G 02. - i - SEE SCHEDULE MULTISPAN ATTACHED STRUCTURE , ,- FOOTINGSEE SDZE -F *d FOOTING SIZE �ENG1H` VARIES• :...•,, R + t� I L.1 is 'P.ICUBE SIZE FAS CIA CANTIL E SF C FOR COLUMN SPACING SEE SEE SCHEDULES. , _ -PR ^-1 Sp TABLES 2.1;'2.5, 4.1 OR 4.2 LENGTH VARIES- PROJECTION 7� A ND �:`/ MIN. LENGTH 75% OF FASCIA L-� ASC - END �TEE F CIA • r MEDIATE OVER PN = .,r I 1/2'0 STEEL C7 NTIL.EVER <0 HANG. 8 BMAX. 0 18' w,i`• " ,. HEADER , OVER PANEL ? ?25R SCOL 1� ' LONG VERHAN = .SPACING �..; 25% COL . .. NSTALI..-. _ - _ - - - . SPACING . - COLUMN YERf' x r ' E r NOTE -#7, SHEET 97GNO2. ; p SEE 'SCHEDULE FOR PROVIDE L1 } e1 /2 • , M a. �% _ •- DRAIN� '': � -� � 'FOOTING;�_SIZE 'd' — TYP. �`"h'` � � • CUBE. SIZE_ PROVIDE 1. 1 / ' OPT'`,3 1%/2'+ CONC SLAB fid- -� ,,, •t�K `` DRAIN` OPT. 31/2 CONC. SEE�'NOTE'' 5.0N , ;` ,•;:' y ■ SLAB SHEET, 97Gg02.'` i d LENSE5 ON NOTE # E SCHEDULE FOR „d. SHEET 97GN02. MULTISPAN ATTACHED CANTILEVERED STRUCTURE VARIES FOOTING SI d _4 - �H. SPAN ATTACHED Cl1NT1LEVERED STRUCTURE SINGLE , FOR COLUMN SIZE- SEE REVISION DATE REVISION z •� °` n z DATE c' COLUMN SCHEDULE' :. NOTE: PATIO WIDTH VARIES W/ SELECTION OF HEADER, NUMBER 0 FAsca F COLUMNS HEADER P� c`y'7 r- - - NSTALL - n neServices AND LOADING CONDITIONS:SEE - W "'�' ! A� ' E t ' erin ;:- COLUMN = " NO. 6� �1 . L1llleil'1t118� 9 9 SCS:7DULES FOR:, MAX. COLUMN -'SPACING.' vElmMy ttoo All Pro D.ti• '►` Elkhart,,' IN 46514 t'�t01ADE 1 1/2 J'J9 V1�� J� KG ICBO ES EVALUATION, REPORT NO.�ER-2821 P: N . i k 0Vmm [L.3 1/2' CONC. , 'd' 1 _ .1 'F_Ck•_'' OR PAR STRUCTURAL CONFIGURATIONS S j -SEE SCHEDULE NONE OE PLACE 1- 1/2-0 FOR FOOTING SIZE. i SINGLE SPAN MIMANONG STRUCTURE BAR AS SHOWNE EERS STAMP 2/8/2000.Nmm 97SC01 1 OF 2 BUTTE COUNTY BUILDING DIVISION APPROVED GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) NOTE: EXPOSURE 'B' HAS TERRAIN WHICH HAS BUILDINGS, FOREST OR . SURFACE IRREGULARITIES COVERING AT LEAST 20 PERCENT OF THE GROUND LEVEL AREA -EXTENDING ONE MILE OR MORE FROM THE SITE. EXPOSURE 'C' HAS TERRAIN WHICH IS FLAT AND GENERALLY OPEN, EXTENDING ONE-HALF MILE OR MORE FROM THE SITE, IN ANY FULL QUADRANT. 5. CONCRETE MIX: Fc=2500 PSI 28 DAYS. APPENDIX CHAPTER 31 .DIVISION 'III, PATIO- STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE COLUMN : LOAD IS .750# OR LESS. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND . NO CRACKS WITHIN 2'-6' OF COLUMNS. COLUMNS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OF SLAB. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE SOIL BEARING PRESSURE OF 1000 POUNDS PER SQUARE FOOT. STRUCTURES SUPPORTED BY FLAGPOLE TYPE COLUMNS ARE 'NOT ADVERSELY AFFECTED BY A 1/2 INCH LATERAL GROUND. MOVEMENT AND FOOTINGS FOR. THOSE STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABLE LATERAL SOIL. BEARING PRESSURE OF 200 POUNDS PER SQUARE FOOT PER FOOT"' OF DEPTH: SOILS OF ORGANIC CLAYS OR SILTS REQUIRE A SOIL INVESTIGATION AND SPECIALLY DESIGNED FOOTINGS. FILLS MUST ' BE PLACED UNDER -A LABORATORY CONTROLLED COMPACTION SUBJECT TO APPROVAL OF THE BUILDING OFFICIAL ` 7. ALUMINUM BOLTS TO BE 2024-T4. 8. COMMERCIAL STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES MAY NOT BE USED FOR PARKING OF MOTOR VEHICLES. 9. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. 10. STEEL BOLTS SHALL BE ASTM A-307. 11. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 12. STEEL FASTENERS SHALL BE EITHER STAINLESS, GALVANIZED OR DOUBLE CADMIUM PLATED 'AN' BOLTS. 13. HIGH STRENGTH BOLTS SHALL BE ASTM A-325. 14. EMBEDDED COLUMN SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 15. PATIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH APPENDIX CHAPTER 31 DIVISION III OF THE UNIFORM BUILDING CODE. 16. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR COLUMN. 17. PATIO STRUCTURES MAY BE ENCLOSED WITH INSECT SCREENING. 18. STRUCTURES. MAY BE 'ATTACHED TO RAFTER OVERHANGS PER SCHEDULE 1.9. WHERE ALUMINUM ' ALLOY PARTS ARE IN `CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, .-ALUMINIZED OR GALVANIZED STEEL, ' OR ABSORBENT BUILDING MATERIALS, LIKELY TO. BE CONTINUOUSLY OR INTERMITTENTLY ,WET, .THE FACING SURFACES SHALL 'BE PAINTED OR OTHERWISE ' SEPARATED IN ACCORDANCE WITH ,U.B:C. SECTION 2004.3: 20. ALL SCREWS CONFORM TO ANSI B18-6-4 AND SAE -J933. GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS ;97SCO2 AND 97LT01 THRU 97LT06.) 1. SEE GENERAL NOTES, SHEET .1, SECTION 4 FOR LIVELOAD AND WIND LOADS. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. BUTTE COUNTY BUILDING DIVISION APPROVED c R C 33 REVISION DATE REVISION ifCJji;j Tu a Engineering Services °C NO. 2 1140 All Pro Drive Elkhart. IN 46514 `pI C KG ICBO ES EVALUATION REPORT NO. ER -2621 P NONE OR PAW GENERAL NOTES . EN NE S STAMP r2;,/20009W 97GN02 2 OF 2 . � � .. � � - e �� 0-•3 2000 .. _ ,; ._ -� FES . _. Q R n 8' ALUM. BOX Ilf�lll OR 37( 81X 12 GA. STIR to TEAM HEADER LATTICE 00HANG 16' FOR 1 1/2' X 1/201 A LAB 3 SEE2 NOTE 5 ON 'SHEET 97GN02 SINGLE SPAN AP TTACHED LATTICE STRUCTURE' MULTISPAN FREESTANDING STRUCIIlRE O'HANG—� 1-1/BSTEEL BAR SEE SCHEDULE FOOTING S A BHANG --■ RAFTER NOTE: SEE TABLES 4.3, 4.5, 53 AND 5.4 6' MIN. O'HANG el � 'L d we� % 3'X 8'X 12 GA. STEEL 'C' BEAM FOR BEAM WRAP DETAIL. SEE SHEET 971.7113. DETAIL 'L23'. OPT. 3 1/2' CONC. SLAB -----.- FOR FOOTING SIZE SEE SCHEDULE 3 1/2' CONCRETE SLAB. r-- TW TW TW TW FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM Q�,y ES�; i• NO 6 0 69f. E..-3�� a _cit i STAMP RAFTER SPAN IR SPAN) OR MORE SPANS —2' X 6 1/2- OR 3' X 8' ALUM. yRAFTERS • 24' O.C. 4b7' OF CLEAR SPAN -SEE , RAFTER NOTE a BUILDING IVIS I®N PUCE i/2' OX 6� T " VEDSL BAR AS SHOWN W� SEE SCHEDULE FOR FOOTING SIZE. DATE REVISION DATE REVISION �eag Engineering Services �.� 1140 All Pro Drive Elkhart, IN 46514 FAVI ar A,1F ICBO ES EVALUATION REPORT NO. ER -2621 P' - NONE OEC STRUCTURAL CONFIGURATIONS 2/8/2000 N M 97SCO2 2 OF 2 ` 2" X 6 1/2" OR 3" X 8" �E ALUM. RAFTERS 0 24' O.C. j_,,-sFE LATTICE: 0.018" x 1 1/Z" x 1 1/2' MAX o'HANc 25x OF 03"O.C. MINIMUM x 2 0 4 O.C. OR MIN. COLUMN SPACING2 SCHEDULE FOR COLUMNS. ALL COLUMNS TO BE INSTALLED VERTICALLY. OPT. 3 1/2" CONC MAY HAVE MORE THAN 2 COLUMNS. 3 1/2' CONCRETE SLAB. r-- TW TW TW TW FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM Q�,y ES�; i• NO 6 0 69f. E..-3�� a _cit i STAMP RAFTER SPAN IR SPAN) OR MORE SPANS —2' X 6 1/2- OR 3' X 8' ALUM. yRAFTERS • 24' O.C. 4b7' OF CLEAR SPAN -SEE , RAFTER NOTE a BUILDING IVIS I®N PUCE i/2' OX 6� T " VEDSL BAR AS SHOWN W� SEE SCHEDULE FOR FOOTING SIZE. DATE REVISION DATE REVISION �eag Engineering Services �.� 1140 All Pro Drive Elkhart, IN 46514 FAVI ar A,1F ICBO ES EVALUATION REPORT NO. ER -2621 P' - NONE OEC STRUCTURAL CONFIGURATIONS 2/8/2000 N M 97SCO2 2 OF 2 TW FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM Q�,y ES�; i• NO 6 0 69f. E..-3�� a _cit i STAMP RAFTER SPAN IR SPAN) OR MORE SPANS —2' X 6 1/2- OR 3' X 8' ALUM. yRAFTERS • 24' O.C. 4b7' OF CLEAR SPAN -SEE , RAFTER NOTE a BUILDING IVIS I®N PUCE i/2' OX 6� T " VEDSL BAR AS SHOWN W� SEE SCHEDULE FOR FOOTING SIZE. DATE REVISION DATE REVISION �eag Engineering Services �.� 1140 All Pro Drive Elkhart, IN 46514 FAVI ar A,1F ICBO ES EVALUATION REPORT NO. ER -2621 P' - NONE OEC STRUCTURAL CONFIGURATIONS 2/8/2000 N M 97SCO2 2 OF 2 3i in co I. ALLOY) MS EACH 1AN(ER 4— Emm KWG E TABLE RIGHT. 5IIs RAFTER X k 15/1 B 1 BRACKET USED W,2' X 6 1/2' RAFTERS BRACKET USED W/3' X If RAFTERS L7 RAFTER TO HEADER CONNECTION BRACKETS (6063—T5' ALUM. ALLOY. lo= -060w) mi r 1 11r OR r @-CATPC (3105'=H25 ALUM. ALLOY) 3.00 0.72 '1.56.93 0.72 —� 0�" 0.72 --�93 156 3.00 0.28 0.37 0.72 I J, _- 0.17 T (IN)= 0.030, 0.040 (ALUM) = 0.048 (STEEL) .ti4IE: COLUMNS MAY BE TRIMMED W/FLEX- ALUM FACING w ALTERNATE COLUMN 5(3003-H16_AL_UM A110Y OR A-,653tFjy�4 K_ SI�� EL) t=.024' ►-, OR .0265' 41 ,H391 ALUM. ALLOY) i .048 MIN. 4• ASTM A-653 Fy=40 KSI © STEEL CONNECTOR FOR WOOD COLUMN CONNECTION J6 X 2 '-SNS FOR 1 1/2' LATTICE— �8 _: 2 1/20 FOR 2' LATTICE � 1 3°X 8' ALUM. HEAD 2'X 6 1/2-X .024` ALUM. SIDEPLATES-) S3" x 8" HEADER CONNECTION HEADER HEADER DETAIL MAXIMUM MAX FASTENTING GAGE WIND LOAD TRIG 3' x 8' L1 90 MPH 6' 2—#8 SMS EACH BRKT. .042 3' x 8' PATIO 10' 3—#8 SMS EACH BRKT. 3' x 8' L1 90 MPH 5' 2—#8 SMS EACH BRKT. .036 3' x 8' PATIO 10' 4—#8 SMS EACH BRKT. .032 DBL 2 x 6 L11 90 MPH PATIO 10' 3—#8 SMS EACH BRKT. 8' STEEL C L23 90 MPH 22' 2—#14 SMS EACH BRKT. .094 90 EXP C 10' 2—#14 SMS EACH BRKT. ERNATE 2— 2-X.6 1 /2' DERS IN PLACE OF 8" HEADER WITH T & SIDEPLATES 3' POST ®ALTERNATE 2-2" X 6 1/2- HEADERS 2'( 6 1/21 It rIWiGER ALUM RAFTER 0 16 OR 24' O.C. Irm 2'X 6 1/2' AUlwl. FA=— ALTERNATE— DECORATIVE ASCIAALTERNATE—DECORATIVE FASCIA TRIM BUTTE COUNTY BUILDING DIVISION APPROVED 3— #14 SMS EACH SIDE T 3— 114 SMS EACH SIDE R WITH SIDEPIATES� 750— X110 SMS 0 6",12" OR .375" 9' O.C. FOR 6",12 do .291' 18" PANELS E163'*& MS 6" O.C. FOR 12" PANELS — 9' R 18' PANEL 1.0' 5.406' STRUCTURAL PAN 6', 12" OR 18' WIDE .079' .079" 2.725" x-.109' 1 1 I 4.00" @D ALASKAN EXTRUDED HEADER (6061—T6 ALUM. ALLOY) 1/2' DIA. PLASTIC SEE SCH DULOER F R SIZE TERNATE 2- 2'X 6 1 /2' .. or �\ \` HEADERS IN PLACE OF 'HEADER SPLICE MUST BE Box 3'X 8' HEADER WITH .CENTERED ON COLUMNSEQLON ' �\ POST do SIDEPLATES 214 SM ° SIDE Lr BBOX ON INTO 3�X 3' POST 3'X8''HEADER 0� NOTE: USE,:PLASTIC PLUG TO FILL 1L2' DLII -I . T ACCESS HOLES USED WHEN AiTACHING S.MS KID ANOM BOX SECTION IN VICH 2— 2" X 6 1/22 SIDEPUITES j I 'X 3'' THE SMS LENGTH WOULD EXCEED 2 1/2. ONE EACH SIDE OF I I COLUMN L10 PLASTIC PLUG DETAIL L11 ALTERNATE 2-2' X 6 1/2' HEADERS L16 UMN HEADER SPLICE DETAIL i - I 3.00 ' r-1.56_ 0.72 0.93'L 3.00. 4.188 f .00' ' 0.72 5.00' OR 6.00' �• 3.0' 3 .688'(4) ' �4) I � L32 3", 4", 5" OR 6A• • 10» R X •7 .(4) 90 31.56 3.00 STEEL COLUMN 10' HIGH o.2E1 F =36 KSI ALUMAx Y II.D. .68 ' (4) 0.37 0.72 L3.000, 4.00' .43714) j I 5.00' OR 6.00' . I , — .125' RAD.. TE (IN)— 0.024, 0 030 0.04.0 (ALUM) .020' DP. (36)=,6048 .(STEEL) .. .... DATE REVISION DATE REVISION x 70' .062' RAD.--(20) ACING:=:EE(12) CflLUMNS'UY TRIMMED- .187- .187RAD.(16) '& FY Q� ESS/ :A OL31 FLUTED COLUMN L30 30. ALTERNATE COLUMN • T U 4/ (3003—H16 ALUM. ALLOY OR 2 (3- ALUM. 6063— T6) t Engineering Services .. - 't' = 0.062` UNLESS OTHERWISE NOTED - A-446 Fy=40 KSI STEEL) c, 1140 All Pro Drive -NO. Elkhart. IN 46514 IC90 ES EVALUATION REPORT NO. ER=2621 P .. `� ' KG `rl9l^�, C/ •� 'NONE NAIwE COMPONENT PARTS A CONNECTION DETAILS BUTS' COUNTY of ���� FOR PATIO do COMMERCIAL LATTICE STRUCTURES SHEET ENGIN 2/e/2000 M 97LTO3 2 OF 4 APPROVED 5/16' BOLTS W/ 1' DIA. x 3/32' THK. STL. WASHER . 5.5' TO 8' STEEL 'C' BEAM _. SEE TABLE 8.4 COLUMN E4 .575 2,35' FOR 'QUANTITY - .750' .100` 2.5' 1.0' TR .750' .056 -►I 5/16' BOLTS SEE TABLE 8.3 COLUMN 'M' FOR QUANTITY .048 x 3' x 3' STEEL POST ®ALTERNATE 3' SQ. COLUMN CONNECTOR BRACKET . (6063—T6 ALUM. ALLOY) BUTTE COUNTY BUILDING DIVISION APPROVED 3"X 8"' BOX BEAM WRAP "X 8"X 12 GA. 'a" BEAM �L23 .3" X 12" X„ 12 GA: STL. -'C'-BEAM, -,____WRAP W/ 3 - X 8 ALUM. BOX BEAM1 DETAIL. 3" X 8" - 1 FOR ATTACHED STRUCTURES COLUMN TO WRAPPED 3" X 8" X 12 GA. 'C' BEAM HEADER CONNECTIONS _- ESS DATE REVISION DATE REVISION V � N0. • ' Engineering Services 1140 All Pro Drive P ' Lr Elkhart. IN 46514 ' KC IC80 ES EVALLIATION REPORT N0. ER -2621P .NONE DRAWNO IS & CONDETAILS OR PART COMPONENT PMNE�IION NAME FOR PATIO & COMMERCIAL LATTICE STRUCTURES 2/8/2000 97LT03 30F4 E EERS STAMP 3 #14 SMS EACH SIDE OR 2 5/16' BOLTS 2 3/8' WLTI KWIK BOLT n W/ 25' EMBEDMENT I 3"X 3"1 POST I 1 r2'X 6 1/2- 1 /2"1 SIDEPLATES ALUM. FOOTING BRACKET I SLAB OR FOOTING @27�ALUMINUM"-F�,OOTING BRACKET"FOR-CONNECTING• °F'OSTTOCONC `SLAB OR FOOTING-- (6063-T66",SAL-UM_-AL LOYY-- O aDc +[r ROD W ETFR. 4 IE1Dl DIAIETM �s 1. All FARTS 10 BE Wl`--OP OKW = OR aV=P_ = ZM WK BE U® N LEU OF ATTACH Ni TO CONMI SLAM 2. FAHOMM OF A1NIa1C A404M AID SAFETY STAKE] l5 BEYOND TIi SCOPE O5 TIM RiPOIiF- F718fOCA7 1 DETAU AFD %Wff OOFMM PROWAM MAT BE SAM= TO BUIDW OFFICUL FOR MVRMK 1 AMNO ANCIM MW BE LM N THE FOWMM TIM OF SOL• SAID. OWL MAY. SOW WAVa. SM Wawa. SLTY SMa CLAYEY SAND. MAW OMM SNOT MAY. SILTY MO. AID GAYU SLT: ®AWNING ANCHOR AZ 1 a 2 1/r s 1/,-7 �p10lNOLNE 4- 1/Y• a 2 1/1• z 3/10"x BF]If PL 11 R.'9* ■ Ira ALL FYYOS TO BE HOT-CMED cxWlazFn .- - -. ®mE'' ®m�mm�®mOmm►�®0381 ' OR 8=11WFUM zNC TO CDNCRM Sua of ATiAdilO SEE WE: #2 DETAL 'W �+--- 16" - -� �-SAFEGY STAKE (ALTERNATE. TO CONCRETE -SLAB A AC Mtkt) SEE DETAIL 'A' 0 RIGHT SNPSON A34SIMPSON A34, CONNECTOR HANGER AER ADDITIONAL TWO - 16d o OR, EQUAL STRUCTURAL / 2 x �` NAILS 0 EA.. RAFTER WHEN RAFTER REQUIRED 6 -' J10 SCREWS, 3 EACH LEG 1 1/2' OF;.CONNECTOR - TYPICAL FASCIA 1 /2' FASCIA 14:1 11' FOR MAXIMUM WOOD SDIM 0 it O.C. OVERHANG SEE SCHEDULE 0 RIGHT © ALTERNATE EAVE ATTACHMENT DETAIL "A" .- .- - -. ®mE'' ®m�mm�®mOmm►�®0381 ®1®®mlm►�il�lmlmi�iF11►�1�/�®�ii�i�1�1� IFJ�T.imimliDl►�i��1\�/mIdFY�i►�I\�I�� �li►�i\�/\�/''. I U n 71111M►W VAB;\\A\iiiMAMAVA\:dIA\9 WW ►WAVA9AIVAN [di mli\:��:�%\I�\1�1 ml\:�\:�I��I�\I�1 �II!•�\:�/��I�\I�1' mlmiwww==taiwww=m9!w wFes'== MWUIKtJ AUUIIIUFVIL L — 100 FV/YLJ W tAbn IVW IC.R 1/4' x 4' LAG SCREW SEE TABLE 8.5 COLUMN • ANC4 FOR QUANTITY - ALL 10 PSF USE 1 LAG PER STUD 16' 'O/C . EXlS11NG EAAf 1E 1 BU ll"TE COUNTY BUILDING DIVISION APPROVED. LEDGER- 2 X DEPTH IFTEIi D SDE AUAI. RAFTER ALT. SNPSDN HANMR SHOWN U26R PER LCILO. E.S. EV. 01258 ® ALTERNATE RAFTER TO WALL CONN. STRUCTURAL PANEL 1.625' 40' I SEE TABLE 6.5. 2.50• 110 SMS 0 FOLLOW - OR 3.50• �'NGG SPACING: I .0620 ���. �0� Fl it? NAME NOTE H71 KB -N AN 1.50' BOLTS PER ICSO E.S. EV #4627 ROLLFORMED HANGER L (3004=H36 ALUM. ALLOY) STM COLUW = ASAS RtFvD If 1r wn ST 4 : p mI L� 4y- - • d CONCRETE FO nN0 USE 1 - 1/2- • SIM BIW FOR Foan"m UP To TO 444 r CM ANMD 3 - 1lr 0 BARS FBARS OR FOOMM FOUFOO P 700 5t' am ©ALTERNATE FREESTANDING STRUCTURE COLUMN TO F001 NG CONNECnON DETAIL L= 1.& FOR 2' X 6 1/2' RVIM L= 2.91' FOR 3�� M .04 1' TYP 12-18 SINS EACH. SIDE — -T5 ALML ALLOY. I 104 X 1 3/4' WOOD t$ OR 2-110 SYS i . . ........ cz, jolsool Sow®EQ , CAZ V0 tJ Free Estimates Insured & Bonded 3 Lis �, �, Z ULTIMATE PLUS 3106-B Hwy 32 PATIO COVERS Chico, CA 95973 ROOMS (530) 342-3052 office. (530) 342-2364 fax The RemileEUnn of @uallty Romalrm long Afla fVkt a forgotten Ct�R�PAQ�a �'►� .. �CZ.G�GSrO L.�C! CP�-no Coca s GRO GOrd ® A • t iji/Y/j D _Si1/r . F - S . �• � :fo cw,��s e " — -- - ---r -` -- _ 17X;Zo l m aC `� .f 0t' . !7� '' 1 I / 395? ,0 le eL4;-: