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HomeMy WebLinkAbout018-040-007011-710-007 PERMIT#94-2121 COOK, JOHN & VICKI 41 FALCONS POINTE DR., CHICO NEW SINGLE FAMILY g�36- <' 011- 007 UI -0005 SCHREDE OINETTI 41 FALCON'S POI CHIC�,� o I CONTR: OWNER NEW GARAGE&CONVERSION TO LIVING SPACE 011-710-007 01 SCHRCHREDERER, SEWARD 41 FALCONS POINT CHICO � J CONT: SUNSHINE POOL NEW POOL �P 011-710-007 01-1624 LAWING, PAT & REED DEBBIE I YPt" 20 FALCONS POINT DR., CHIC CONTR: ROBERT HILL I% NEW POOL MASTER # 506-97 RESIDENTIAL 1 11-710-07 01-1624- LAWING, PAT & REED, DEBBIE 20 FALCONS POINT DR., CHICO CONTR: ROBERT HILL j NEW POOL MASTER 506-97 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) /2 -/9-0/ ' 'Signature l/ CHECKED BY V= OK Card B-1 Date Card B-1 0 = Not OK 1. - = Not Applicable MOBILE HOMES = Not Ready Footings; Size -Spacing -Marriage Line Date MOBILE HOME UTILITIES (Plans) OK except #'s 4. 1. Zoning Requirements -Setbacks -Easements 5. 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; -/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & 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-Vatve-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-iiftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s S arks -Easements Soils' ompaction-Structure Stability oI 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 r 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. P mb.;.Cir. Test -Water Supply Test Light Niche i Date Card B-1 Date Card.B-1 . Dater Card B-1 Date Card B-1 i > Lr rid . t- 51,011-7 ✓ = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready 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.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel -Blockouts-Wrapped Date 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/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 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date 58. Card B-1 Date Card B-1 Date 59. Card B-1 Date Card B-1 Date 60. 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 Date 20. Shower Pan; Test, First Floor -Tub Access Date 21. Test Tub & Shower, Second Floor -Tub Access Date 22. Gas Pipe; Sixe & Anchors 63. Ext. Steps -Door & Sidelight Protection -Landings Date 64. Card B-1 Date Card B-1 Date 65. Card B-1 Date Card B-1 Date 66. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At _ 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 79. Insulation -Foam -Looked in Attic Date 80. Card B-1 Date Card B-1 Date 81. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House Date 89. Card B-1 Date Card B-1 Date 90. Card B-1 Date Card B-1 Date 91. FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) Date 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Date 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rfir. Ties- Purlin-Roff Brac.-Truss -Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls, Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: All' I': t.! 1, BUTTE "COUNTY OF B Ik 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 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. RKK�w W I I Date 11 , e—' I , ( ) I Inspector REV 10/92 t NOTES i RESIDENTIAL S-70-0071 - C2f'O 1 0617HREDER, _ G SEWARD 41 FALCONS POINT CHICO CONT: SUNSHINE.POOL NEW POOL,''1„ SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED Signature CHECKED BY V= OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'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 I ightNiche Date 49 Card B-1 Date Card B-1 r - Date Card B-1 011 f Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready Card B-1 Date Card B-1 RESIDENTIAL (S Date Date Underfloor (Plans) OK except #'s 40. 1. Zoning -Setbacks -Easements -Flood -Slope Walls Studs -Nailing Spacing & Braces -Plates -Sound 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 43. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 54. S. Stemwalls, Main; Steel-Blockouts-Wrapped Plywood on Roof Overhang -Attic Vents -Raker Outriggers 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 57. 6a. Hold Downs and Special Anchors Glazing Area -Glass Protection -Skylights -Plastic 7. Slab, Steel -Wrapped 60. 8. Piers -Fireplace Ftg.-Steel Elec. Outlets & Receptacles at Kit. Counter 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 75. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 11. Water Pipe; Test -Anchors -Regulator -Service Test 78. 12. Electric Underground Insulation -Foam -Looked in Attic 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting. -Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Raker Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls: Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Inf iltration-Walls- Windows Clearance Looked under Floor ❑ Yes Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive ] Yes J NoMalks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY. OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT (!/-0(0/}z ASSESSOR PARCEL NUMBER 011-710-007 ZONING BUILDING PERMIT OWNER Schrader, TELEPHONE 898-8325 SO. FT. OCC. BUILDING VALUATION EST 21,599.00 •OWNER'S MAILING ADDRESS 41 FALCON P 95928 CONTRACTOR'S NAME SUNSHINE POOLS TELEPHONE4-254 21GW.SACRAMENTO 85MENTO AVE. CHICO CA 95926 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 21,500.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 225.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 41 FALCON PT., CHIC 0 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Filing ee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF ❑ Duplex O Mobilehome ❑ Other POOL SPECIFY Solar or heat um water heater Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition O Remodel ❑ Utilities ❑ Installation ❑ Other ]I Describe Work: MASTER 510-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W Q20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoo. oa mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect._ 3 S / License Class �' - JT 3 C - R Lic. No. q �D i �' r OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) J� I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f with comply with those provisions. X Date " a' Signature cl Applicant - Wrier ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To 1000A 46.00 NEW CONST. DW E111NG OCCUP. SO OR ADDNS. ( a ACC. S.3.50FT. ,mµS,DCONST. MULTI -OUTLET 97.50 US a PSINGLEOWER APPARATOUTLET CIR. OUTLET OR FIXTURES Ex, Occup. BAS � I:w Ex. Occup. oun SFIXE D (RR= D °en 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 3Q Q PERMIT FEE $ 50 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ D IMP I FLOOD CDF CEL D SUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been , ByAZA PERMIT EXPIRES ON provisions to do work paid. e ate Receipt No. 3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t tir:+�-1.:r, r�. •`..rc „ .n , -•.� � � a�.�.' ".�"�+^�'�1'�. 4v.' '1 COUNTY OF.BUTTE - DEPARTMENT OF'DEUEL, OPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: S9 i.J /44t- J S GM Q 4 e.r--ASSESSOR PARCEL NUMBER: 1/ //" D Proposed Building Use: _ jo p o / S 10 ' i? Building Inspector:y/ Date: 3Z 7_7 At time of permit applica on, I was advised the following data must be submitted prior to pernifi processing and/or issuance: Date Received By 111. All iierns have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 113. Complee plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation.----------------------------------------- 07. ---------------------------------------f ❑7. Statement of Intent for Non -Heated and A/C Buildings. ---- 0 8. Hazardous Material Form.--------------------------------------------------------------------------+�- Y� ---------- 119. Manufactured Home data and installation instructions including Tie Down Specifications.-------- -- -- ❑ 10. Fees of $------------------------------------------------------------------------- ----- 1111 . Impar fees as shown on the attached schedule.------------------------------------------------------------- - 42, ❑ 12. Califo-nia Department of Forestry plan approval/fees.-------------------------------------------------- - - ❑ 13 Flood elevation certificate.--------------------------------------------- O.LS,gita-ion and plot plan approval C/�lIealth Department. . ity o Chico plumbing permit. -------------------------------------- ❑ 16. Plot,pan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ---------------- --- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel.----------------- 1119. ---------------- ❑19. Encro 3chment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -infection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- 024. Letterof signature authorization. -------------------------------------------- 025. Recoried copy of Agricultural Acknowledgment Statement. -------------- 026. Letterof intent on building use. ----------------------------------------------. ❑27. Manufactured Home utility clearance. --------------------------------------- 1328. Existing violations and/or expired permits. ---------------------------------- 0 29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other (Date) Whpneyou issue ttte permJit, proas follows 11 Mail to owne KMail to contractor. lp-2-19-7 hone 3 `� _ C7 and hold for pickup at J o ce. ❑ Deliver with inspector. Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By. Copy of plars sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: r 1. Index penxit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, cbsigner, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, dmgner, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑dild' Division counter, by ate: Plans review�l by: Date: Plans approved by: { Date: Set< of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. g�. 0. P-" - TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONl ' Plot Plan Attached Mar Plan Attached Sont'to B.O. I §2E&ER 41 C&CML AL�!,E 9/,1 -4V7 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well L/ Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: c-- 7Evironmental Health Specialist 6ate 8/96 u NOTES = r RESIDENTIAL. 011-710=007 i01-0005 SCHREDER, ANTOINETTI 41 FALCON'S'POINT DR., CHICO CONTR: OWNER NEW GARAGE &CONVERSION TO LIVING SPACE rao`- � u.s /va l4ex— fs . Irl&oclef F*a- c lf¢vS�j 6� y II ` - SPECIAL CONDITIONS II x SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ.. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) G I Signature CJ . 1 CHECKED BY �It 9 .�f x SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ.. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) G I Signature CJ . 1 CHECKED BY ./ = OK DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 0 = Not OK Date - = Not Applicable MOBILE HOMES • = Not Ready Date Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Footings; Size -Spacing -Marriage Line 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s Card B-1 Date Card B-1 Date Zoning Requirements -Setbacks -Easements Card R-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 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 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date Uhderfloor (Plans) OK exceot #'s g., Main; Soils-Elec. Gr .-/ (//YFtg. Depth F ., Garage; Soils-Steel-Elec. Grnd.-/ Ftg. Depth g Porches & Decks; Soils -Steel-/ /" Ftg. Depth emwalls, Main; Steel-Blockouts-Wrapped emwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. SI , Steel -Wrapped t. ier replace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF,,GMs Pipe; Size Anchors -Yard Gas Piping; Size Test ater P' e; Test -Anchors -Regulator -Service Test 12. EI is Underground le ums & Ducts; Clearance -Material -Support -Ins. ers-Sills-Anchor Bolts -Joists- Vent s-Crippies Access & Ventilation 16. Insulation Date 5 I Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date OgF P BING (Permit) OK except #'s 1 er Htr.; Vent -Access -Combustion Air Baffle 1_6OWNaW Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 20. Show/r Pan; Test, First Floor -Tub Access 21. TpdTub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date FR MING (Continued) Card B-1 Date Card B-1 Date 4 . CTRICAL (Permit) OK except #'s 4 T pe A Flue -Fireplace Throat Clearance Fixt & Transformer Clearance -Ins. Protection Attic ; Size & Romex Protection -Draft Stop -Ins. Baffles lec. c tacles Spacing -Lights & Switches at Doors 546. 2 ize xes & No. of Conductors Stapled e Firewall & Openings 2 omex Installed Close to Edge of Studs & C.J. 54. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 24y<ood on Roof Overhang -Attic Vents -Rafter Outriggers 28. 2 liance Circuits in Kitchen & Conductor Size GFI Stu Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Subfeed Wire Size / / ga. u�t AI-A.C. Wire Size / / g C or AI 60. 30. Range CircI / ga Cu or AI -Oven Circ. / / ga Cu or At Insulate eutral ❑ Yes O No Insulation -Walls -Ceilings Infiltration -Walls- Windows 31. Ser ' e -Riser Conductors & Ground Main Disconnect ' q.40. . Clearances Panels-Motors-Mech. Equip. 3&-161o! Closet Light -Shower Light -Spa Light -oke Detector Date �?r Gi Card B-1 4V I Date Card B-1 Date I Car Date Card B-1 Date ME NICAL (Permit) OK except #'s V. Cone a e verflow, Size & Grade 8. ace ent Access -Comb. Air -Return Air Vent 115 outlet B ccess latform if Furnace in Attic f 44 Date Card B-1 V Date Card B-1 Date Card B-1 Date Card B-1 Date„,FRAMING (Permit) OK except #'s Irr Sj1 proper Materials & Anchors W s Studs -Nailing Spacing & Braces -Plates -Sound 5elaring Walls over Girders & Floor Nailing Dra>,9t_op in Walls (rat proof) 4 it ops, Furred Ceilings -Stairs -Chasers -Tubs 4LXeaders & Beams -Size & Bearing Date FR MING (Continued) Han -Post Caps -Anchors -Connectors 4 . ing, t-Rftr. Ties- Purlin-Roff Brac.-Truss-SMing. -Ring. 4 T pe A Flue -Fireplace Throat Clearance Attic ; Size & Romex Protection -Draft Stop -Ins. Baffles r mdows or Exiting Doors -Sill Hi. &Dimensions 546. arage Protection Framing 52, e Firewall & Openings 534. xI. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; VHeadroom-Rise-Run-Landing-Fire Protection 55. 24y<ood on Roof Overhang -Attic Vents -Rafter Outriggers 56. 'Siding—N,” g Veneer 57. Stu Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. azing Ar -Glass Protection -Skylights -Plastic 60. Sheat Walls; ling -Bolts Brace Interior/Exterior Wall Panels 1 t. 1 62. Insulation -Walls -Ceilings Infiltration -Walls- Windows Date)�4134 Card B-1 ! Date Card B-1 Date I t fCard B-1 Date Card B-1 Date INAL _(Plans) OK except #'s Ex819ps-Dnor & Sidelight Protection-Landinqs 65urnace Vents -clearance -Comb, Air -Connector - In ge; Above Floor-Ducts-Mech. Protection 6 Beawdrn Exiting 6 . & Bath Fixtures & Tub Access -Spa rim & Subpanel, Breaker Sizes & Labels & Rails tj e¢�ce or Stove, Clearance -Hearth -?r'.­EIe_q,Qutlets at Wood Panel, Int. & Ext. 7 . it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7 leS.Outlets & Receptacles at Kit. Counter tiara ire Door; Swing -Landing -Closure 7 C. Duct in Garage -Damper 76. . tr. G; Vents -Clearance -Comb. Air Connector-P.R.V. in ge; Above Floor-Mech. Protection 7 Ib., & Mech. Equip. Listed for Location 7 le ceptacles in Garage (F.F.I.)-Romex Protection 721-1 n§tion-Foam-Looked in Attic G Rails & Deck Construction -Post Caps 8 . Fdn. VBents & Crawl Hole Door Drainage & Wood-Earth_QJeen- nce Looked under Floor O Yes 8 Fall , ing Insild./Drive J Yes D No/Walks J Yes J No/Planters J Yes J No Stucco Brown -Finish 84'.- A.C. Unit Disconnect, Electrical -Plumbing Vent Above Root, Plbg-Appliance-Fireplace-Clearance to Openings 8 Water Well, Disconnect, Electrical, Plumbing 8 xterior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House 8 I Protection 9 Corrections from Previous Inspections as Test -Meters Tagged, Gas -Electric & Sewer Connected -C/O to Grade -HD Approval 93. rqv Compliance Certificate -Other Certificates 9SY Address Posted % - Date Card B- Ik 4 Date Date S Jill Card B-1 JIV 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 ���C1t1 Q /' OUCH S OWNER PERMIT NO: ". �F A routine inspection indicates that the following violations of butte county Ordinances exist at the f' above addhess and hould be corrected. Please notice this office when correction of, work is completed] If y ave any questions pertaining to this matter, or need additional explanation, . please cor this office immediately. �� rt :ry ���C1t1 Q /' OUCH S OWNER PERMIT NO: ". A routine inspection indicates that the following violations of butte county Ordinances exist at the f' above addhess and hould be corrected. Please notice this office when correction of, work is completed] If y ave any questions pertaining to this matter, or need additional explanation, . please cor this office immediately. W -'�i3'0�'k�F✓�r•+3*-s•��t.�..caf+rr�: �.,p..�r,4c:,f �/,v", - 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 /-filLK 0( - OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above adcress 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. a7"-6 -57/V 11 QC K16117 PlWllfGf A f_ C � G-1 F -a- 4JfA116w S Date REV Y 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 S C/,/✓'/"-,oI�I. Z / c�J 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 com letec. Ifyou have any questions pertaining to this matter, or need additional explanation, o.,tact this office immediately. fZ a r 1 Date L �� Inspector REV 10/92 i ' � XOUNTY OF BUTTE - BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES Y. 411 Main Street • Chico, CA • (530) 891-2751 ' 7 County Center Drive • Oroville, CA • (530) 538-7541 ' CORRECTION NOTICE Sc�J���C 0 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 ccntact this office immediately. .1..-_. ", ' , .--. � - T ,�/ } vl�. -;�;7 ,(/ALL 6&zI.V>) G.Ojo, OPO/ GAlle-g!V� Gam! `607: o ry 'Tri" 4,1►ar.�f-t�� . /Sl•v CN-�!'r'v�i� w.P3 /C�'QS?l� fs row/. �;a 41PAOVnVV,�l JeXo5e f-r&2::;p wvTje' GWO'r& 4 �o�ar��.T� p, fir, 7'o verAt 7 G o 5 i¢ptib AOW10✓ 64n.�oWPI "40twor-06 ,t x-/:O&etOV Gv�M.��Wg . •T��ef' �G��+ry S lirecaCrC' 000 77**A*4- 7ow%�-� ee--- 7/`�4 411 Normal Avenue Chico, California 95928 530-345-1161 TEL 530-342-6910 FAx ..h �. «1s i �� �,,, 1`'6� • J y.yy �'i t�ay, ��i. rhr °• p�. .. , � �tl� � i.a�j r� ��� :,ti aj'�=�'-:y i +�: � tee, S 7 ..`�,i yA• "r• r"'� �.a'� �. -wry ' y�` e•`.? ea . ti .a'. J- s �`k� � 1 � �s .i si� i�r � �`� •#•s � 'a .til •2 . ei�C�C�.�j.'�%`' � i Oys a' y P'..�.�A ••� • - +-. ^'i i�ir :•'R; �� , 'a4'w ..."� '•'y fay ,+�� k. kr, ri,a 'ai S •K "r i.'`J�`t�f"'6 :1 .Tfj.:'S,''.� • ' ti so - •'a . ti, t, " `i•' '�•�:� • _.,.. 1 a. �y'"1�. �'�'Z..�?`1� 3'�k •�M+'i•Y`u''4 i .Y�ri� • . �. _aq`� al / t <'". � .� �-`f`^` �� y .r }a .w x,� 's�.• � t.u� • + ` , ... �'. `• • � .1 .r•°'�. .A�y.•'� kyr'' •1•� � ..'. •i .•x4' fir' • ��� : w,. �J'�:--'�a`?�6 a;d,w•i'A r,�t .3.. w, i�-�^4-. \ @��'..?- Co•'.��f�'a3 �i E.�, �r••F� �--4r,�,.,, y,... ' '�, .!w.,.��tt� , �, _"' � "` 'r�� •n ate. C.�� . '';,'�L - ` `` � : p3`�,�` �a�•.,,a' �. r i � �a, : .r! .L.•.J•3�jti. ••d'�. y ..i '� k :�-?w. • r� ^+ i .yr s s ���r x /?�as'`�"V. � i �'".'�L. � � ti f,�"'S.. k.,'�,�.� b'•." �►` ti i► a: t�'a�P p'� drd� `r �� '4� G`"'� 1.-�r T."t''A',► y'y. `� a 3 a Z M N w W � O s� �o M N w N s� �o �f N R Ro I -TCAPPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION REPORT OF EPDXIED ANCHOR INSPECTION/ TESTS DATE: 04/16/01 CLIENT: Steve Ferreira 11829 Butte Cr. Island Rd. Chico, CA 95928 PROJECT: Falcons Point, Lot #41 Type of Adhesive: Simpson Epoxy Tie (Exp. 08/02) Number of locations: 3 Hole depth: 12" Hole diameter: 3/4" Anchor type: %8" Treaded Rods Placement: Existing. Garage. Footing DESCRIPTION OF WORK: Arrived at job at 1300 hrs. to provide special inspection of epoxy -grouted seismic anchors in the Existing Garage Footing. A total of 3 anchors were installed per Engineer's Specifications. All holes were brushed and blown clean with compressed air. The adhesive was injected into each hole in sufficient quantity to cause exudation of the material when the anchors were inserted. The anchor bolts were rotated during and after insertion to insure proper bonding of the adhesive to the bolts. NOTE: Contractor was ri�t ready. Departed site at 1345 hrs. & returned at 1630 hrs. Installation was witnessed at that time. _0�1 - D. Lusk Inspector 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 r,. APPLIED TESTING CONSULTANTS -TC MATERIALS ENGINEERING TESTING AND INSPECTION REPORT OF EPDXIED ANCHOR INSPECTION/ TESTS DATE: 03/09/01 CLIENT: Steve Ferreira 11829 Butte Cr. Island Rd. Chico, CA 9928 Type of Adhesive: Simpson Epoxy Tie Number of locations: 4 Hole depth: 12" Hole diameter: 3/4" Anchor type: %8" Treaded Rods Placement: Hold Downs DESCRIPTION OF WORK: PROJECT: Falcons Point. Lot #41 Arrived at job at 1100 hrs. to provide special inspection of epoxy -grouted seismic anchors in the New Addition Hold Downs. A total of 4 anchors were installed per Engineer. All holes were brushed and blown clean with compressed air. The adhesive was injected into each hole in sufficient quantity to cause exudation of the material when the anchors were inserted. The anchor bolts were rotated during and after insertion to insure proper bonding of the adhesive to the bolts. 22Z 1=1a,-, Inspector 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION CERTIFICATE OF WELDING INSPECTION DATE: 03/20/01 CLIENT: Steve Ferreira 11829 Butte Cr. Island :Rd. Chico. CA 95928 PROJECT: Falcons Point, Lot #41 WELDERS(S): S.S. #: CERTIFIED BY: DATE CERTIFIED: Jim Robbins X22-88-8201 Peabody 0/1991 DESCRIPTION OF WORK IN PROGRESS Arrived at construction site at l 130 hrs. to perform visual weld inspection. Verified the fillet weld for the tube beam to glu lam connection. Work inspected is acceptable. To the best of our knowledge, all work inspected is in conformance with approved drawings, specifications, and applicable AWS D1.1 (Static) Code. Please contact this office, should you require additional information, or if you have any questions regarding this report. OM.rogari,,�A� Inspector. ICBO No. 1098181-85 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION CERTIFICATE OF WELDING INSPECTION DATE: 03/28/01 CLIENT: Steve Ferreira 11829 Butte Cr.' Island Rd. Chico, CA 95928 PROJECT: Falcons Point, Lot #41 EQUIPMENT: Miller I ELECTRODE: E7018 DIAMETER: %8 WORK PERFORMED AT: Falcons Point, Lot #41 WELDING CONTRACTOR: Jim -s Portable Welding WE.LDERS(S): S.S. #: CERTIFIED BY: DATE CERTIFIED: Jim Robbins 522-8.8-8201 Peabody 05/19/91 DESCRIPTION OF WORK IN PROGRESS Arrived at construction site at 1015 hrs. to perform visual weld inspection of completed welds at saddle welded to 6"x 6" T.S. beam at Family Room. No reference detail was available. Welds inspected had no discernable discontinuities and work appears to be of acceptable workmanship. To the best of our knowledge, all work inspected is in conformance with applicable AWS D 1.1 (Static) Code. Please contact this office, should you require additional information, or if you have any questions regarding this report. ' �fl Of�NIS a.lUS� 96080341 D. Lusk ,��;, Inspector `,� AWS QC1 No. 96080341 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 CERTIFICATION OF INSULATION J ,re j i Cbnfa.sl- LOT0P.O. BOX SM. WEST9ACRAMENT0. CA 9501 UC. /X02=n1 �. 1309 MELODY ROAD. MARY6V4.t.E. CA 8580, UC. �20Z028 ❑ P.O. BOX 9661, FRESNO. CA 03793.9651 uc. 02020N ❑ P.O; BOX 1631. RENO, NV 98506 UC. 010876 3326 A POND)EROM WAY. W VE(3AS. NV 89118 LIC. 010979 SQUARE FEETI t SOUARE FEETI SQUARE FEET) TWE Oi NibLA ::.:;'..T�iROF.1tf8111.11rdN::::=:,, . MATERIAL MATEp1AL MAiEAiA{.•:. FIBEttGLA FIBERGLASS FIBERGLASS BS FORM [ORM FORM BAITS BATTS B now BATTS MANUFACTURER'S PRODUCT 1 O. MANUFACTVRER's PRODUCT I.D. MANUFACTURER'S PS1WUCT L0• _yAANUFACTI'IRER- ..rAAI') .A TII Eli. •r. ':�::... OCF OCF OCF eAcs R ;'VALUE ' . Apj� , ..1i1►4iiE... . INSTALI.EO � THIC10�1ESE : _ ?l1Q?AL1:FA E lEp :TM � E38 M :1NSt : '3t? VASE APPM .. ..: A 1l¢ :. �: x .._.I...1Ar_ .'L 7F'• ' 4--'v � .'[RTE .. TtlAllc, MATERIAL FOPM, R VALUE MANUFACTURER , FIBERGLASS BATT OCF . ... .. .. L•l'HAYtotr�:eEa1.:Mr.� ,l w R GRACE M ATERIAL STAXPARDS AND LA ttylv8. �rart1:.v . w TURE— ULAM flTLE OATS MANAGER ON [;TOR TITLE bA1E _ White - Builder copy, Green'- Builder copy, Yellow - Customer copy SIC -303 Pink- Attic copy, Gold - File copy Toe] 9TS'ON 178LB668 E N01iu-inSNI O1N3WtiDbS 170=2T T0i8Zi90 eli'tt COUNTY OF BUTTE -DEPARTMENT OF EVELOPMENT SERVICPIU�ILDIN I ISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538 41 PERMIT NO. (Rev.12/96) APPLICATION ANO PERMIT el` ASSESSOR PARCEL NUMBER 011-710-007 ZONING ud BUILDING PERMIT OWNER SCHREDER, ANTOINETTI 7899.1104 SO. FT. OCC. BUILDING VALUATION 284 R 15 336.00 . OWNER'SNG ADDRESS +� FALCON'S POINT DR. CHICO CA 95928 918 U 16 524.00 CONTRAC TOR_ S NAME TELEPHONE 906 -R 39,864.00 REMODEL EST 10 000.00 CONTRACTOR'S MAILING ADDRESS 232 C 512.00 CONSTRUCTION LENDER 32.5 C 429.00 LENDER'S MAIUNG ADDRESS Fireplace Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ r)m 5n ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESSL 41 FALCONS POINT DR. CHICO 95928 Energy Plan Checking Fee $ 21-00 $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF EAX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 51 7.00 35.00 Solar or heat pump water heater 23.00 Water piping 15.00 .07 Each as water heater or vent 15.00 -30.07 TYPE OF WORK New ❑ Addition IN Remodel ❑ Ublibes ❑ Installation ❑ Other ❑ Describe Work: CONVERTING EXISTING GARAGE TO LIVING SPACI AND ADDING NEW GARAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W (920.00 PERMIT FEE S 130.00 ELECTRICAL PERMIT Filing Fee 20.00 800V OR LESS Main Service 200A OR LESS 23.00 3.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.S License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: '❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 'yrs owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation ,ofmne hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply those provisions. X Date L ZOd Signature of Appiica t - caner ❑ Contractor ❑ Agen An OSHA permit is required for excavations over 60" deep and demolitI r constructiony of structures over 3 stories in height. Mein Service 20" TO 1000A 46.00 NEW CONST. DWELLING OCCUP. so OR ADONS. ( d ACC. BLDS. 3.5¢FT; 3 1 .90 NONRESID ONST' MULTI.OUTLET @7.50 POWER APPARATU s SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FIXTURES 20 SAL @@ 1.w Ex. Occup. oDs p.1 . D,OEp 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 124.90. MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 Ventilation 4. PERMIT FEtc $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ CONST. TYPE TOTAL FEE $ HAZ __[D11 EES IMP � FlOOD CDF pgRCEi pp HD ISSU This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By e G PERMIT EXPIRES ON to Receipt No. 309376 WHITE-D.D.S.-B.D. CANARY -ASSESSOR I PINK-INSPECTOR-GOLDE R -APPLICANT ..-�. 1 ° • rd 7L`'' ' _r. ..}�.i 1f�5�:i 151.71 `', �*.*,:. • •..� y.i. , .,.��,;.: -. s . ,�,.a.i: +44q ,a' ...�y, U.,r•.. ` ��'y�••tJry:,rr� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 � PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCjq NUMBER: _01 1-716-M i Proposed Bdding se: 9 g Inspector:// Date: ! _ 7_ --tf At time of permit application, I was advise the folio g data musi b submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------------- Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- fEngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------Energy Design Compliance and supporting documentation. ---------------------------------------------------- .Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Haz&dous Material Form.------------------------------------------------------------------------------------------ ?anufactured Home data andinstallationinstructions including Tie Down Specifications.------------------ Feesof $ J------------------------------------------------------------------------------------ Impact gees as shown on the attached schedule. ------------------------------------------ -T�--- California Department of Forestry p�n approval/fees. nl---k:-29--__01 _______l-1____ ____________ Dj 3. Flood elevation certificate. ----- anitation and plot plan appro% Ell 5. City of Chico plumbing permit. Department. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway.(c6pstruction approval prior to occupancy). --------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 22. Workers Compensation carrier and policy number. ----------------------------------------------------------- 1tY. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- El 26. -------------------------------------------------❑26. Letter ofintent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- E330. ______________ ❑30. Other: When you issu4�r'ITFT follows❑ Mail to owner❑Telephone and hold for pickup at 5772 Uc7` /2�►./� Gt/ Zl/rJ/ Al Applicant: Copy of Haz-Mit form sent ❑ Health Department, ❑ Fire D ent; Copy of plans sent ❑ Health Department, ❑ Fire Department, [� O`tker: %/ Pollution ❑ De1jW with inspector. U3 (Date) l Z 16d 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contracto g-ier owner, was advised of the above required by1,dphone, ❑ ail, ❑ Buil ing Division counter, by P.9 Date: 2 m Contractor, esrg'ier, owner, was advised of the above required by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, desiper, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer,o w sed of the above required data by ❑ phone, ❑ mail, ❑ Building D'visron counter, by Date: Plans reviewed b°r. Date: - 0 Plans approved by: Date: a 1 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: valln.,, f nnv _ Tlo.,�rt..,o..t ..f Tlo..el....».,._.a o.._.:_-- n_-_, ��- _ ,.• w TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.D. Owner Location AP# Plan Approved for Sewage Disposal l� Water Supply: Public Private Well Hold final for: Final clearance O.K. for: (VOTE: c. Environmental Health Specialist Date 8/96 COUNTY' OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE I' - U- I 1 V . �A-h.bO� l 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ _61'--2. SCHOO 12SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq. ft.). x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x . = $ #Units Amt. Commercial (sq. ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # O Pt- 7 0 -Do 7 DATE I 'Z -7--n I RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plfr,�hecking process. APPLICANT DATE4beeimposed � / Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) Falcons Pointe Homeowners Association December 22, 2000 Mr. Lenn Goldmann 343 West 4t` Street Chico, CA 95928 RE: Schreder Addition Dear Lenn, This letter will serve as a follow up to our conversation regarding the addition to the Schreder residence. The plans that were submitted have been approved by the Falcons Pointe Architectural Committee. There is no date on the plan to identify the submittal so we will use 12/2000 for future reference if necessary. Respectfully submitted Falcons Pointe Architectural Review Committee Jeff Farrar, Kathy Nettleton School District r A.P. Number Property Ownet BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form peir Building) Property Location/A( Subdivision e)j r l n- (y)—'J Jurisdiction: City Building Department No. I X county _I-i'-YlP,; ✓1 '[ Lot No. Residential Development ................................................ ............................................ Sq. Footage 4 �z O No of Living Mobile Home Add' N Supplemental to (Group R) Units Installation Conversion Permit # ................................................................................................................ *(No foundation inspection�. Commercial/Industrial ' m k t i w' . ) • f ._Sq: Footagel New Addition (Including Exterior Roofed Areas) Building Deparment Represe tative %� , Date moor rians reviewea oy Scnooi uistrict Personnel) District Identification No. School District certifies that (Applicant) (City) has complied with the requirements of Resolution No. representing square feet. 0 School District Representative Paid by ChecL # Remarks: (Phone Number) (Zip Code) by payment of $ AS 2926 $ FULL MITIGATION $ C. t Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Co -de Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent t:3 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 Calif omia Environmental, Quality Act (CEQA), this project ma} be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicait), Yellow (building department), Pink (school district) feeform.xls 110/981dmm 40PLAN REVIEW kSOON - FORM In order to expedite the review of your plans, please complete the following infoon and return this form with your re-submittal this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a val: response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yot response to each item and the location where the information can be found on the planskalcs. ATTACH THIS FORM TO A COPY OF YOUR PIM REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS, OWNERS NAME �N�/�E7-Ile DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER 7/0 ^ oa 7 RESPCNSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 01 74 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS (,JSS UJGGS .Siec --z JET 72h !iGGGS oN �G77vif% PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: I CHECK ITEM # RESPONSE BY: MENTS: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENT S/O�/V aE O quo Ovd s OA/ S/ Roberts Consulting Engineering 3060 Thorntree #10 • Chico, CA 95973 • (530) 894-8833 E-mail: cj@r-c-e.com 8L Website: http://www.r-c-e.com Butte County Building Department Building 7 County Center Drive Oroville, CA 95965 (530) 538-7541 RE: Schreder Residence 41 Falcons Pointe Dr. Chico, CA To Whom It May Concern, Our office has reviewed the truss design and calculations from Longfellow Lumber Co. Inc. for the above residence. The.layout and design are in agreement with our structural package. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. V1 i �c0 AP ## PERMIT # NAME <Xther Requirements [ J If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves ] if Building Setback is Less Than 15 Feet. Choose any. 3 of the following: .� Metal or no doors on side toward property line with insuffi- cient setback Class A or B roof with enclosed eaves Interior automatic sprinkler system per.NFPA 13D �►.j. Glass area not- to exceed "_0� of wall area toward property line with insufficient setback °Siding 'from the following iso Stucco - 3 coat Masonry Masonry.veneer Metal Other Butte County Fire Department approved.materials_ / Date Signature Page 3 of 3 1, January 19, 2001 Antionette Schreder 41 Falcon's Point Dr. Chico, CA 95928 DeveloSIDe artment of lent Services P P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 01-0005 Assessor's Parcel Number: 011-710-007 This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: p� •j� �CDlShow all shear walls and holdowns on the plans as specified in the structural calculations. Many of the shear walls and holdowns specified in the calculations are either not shown on the plans or differ from what is specified. 2 Address all openings in shear wall panels. V9, (� 3 Show all required holdown anchor bolts on the foundation plan. jSTI �, �1 1��4. Show second floor engineering requirements on the . plans. I he structural calculations require shear walls, straps, holdowns and anchor bolts on wall line 4 of the second floor. 0)" (DThe first floor wall line 4 is analyzed twice in the structural calculations with different Y�pxN engineering requirements. Please clarify. Nk�FW U&PF 4 1ST' t_.ln4E 4 Please key all details to the plans. Many of the details shown on the plans are either not keyed or are keyed incorrectly. Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Martha Whitney on January 9, 2001. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact Martha or me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan Check Engineer cc: Charles Roberts, R.C.E N January 9, 2001 Antionette Schreder 41 Falcon's Point Dr. Chico, CA 95928 • • Department of Development Services 7 County Center Drive Building Division Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 011-710-007 Building Permit Number: 01-0005 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -1 Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide an estimate for remodel work that is being done in conjunction with this new addition 'including, relocation of the mechanical units, new sinks, fixtures, counters, cabinets, drop ceiling, shelving and dining room roof overhangs. / Roof framing plan and elevations differ from the submitted truss calculation package for the new garage. Which framing plan is correct? There are two notes to the plan in reference to the required garage firewall which can be affected by the roof framing plan. One note calls for gypboard to the roof sheathing which cannot be accomplished with the truss framing plan; the other calls for type x gypboard on all walls and the ceiling which would accomplish the intended separation for either roof framing plan. Please address these discrepancies. X. Casement windows in bedrooms must open fully for emergency egress purposes. Plan will be so noted for you. Engineer of record is to review and approve the truss calculation package. Please provide a letter from the engineer stating the above. Review of the building }dans by the Butte County Building Divisoengineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Please await the arrival of his communication and resubmit all requested items at one time. 6. Enclosed is a list of items for compliance with fire protection plan. Please choose three from the enclosed list and show compliance on the plans. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above'where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Complete and return the enclosed School Impact Fee form. 2. Balance of fees to be determined after resubmittal. 3. Health Department clearance not received as of this date. Sincerely, Martha Whitney Plans Examiner cc: Charles Roberts PR J lECT PROCESSING RF -CORD APPLICANT: LL r OWNER: •. t PERNM #: A. P. WORK DESCRIPTION: DATE DESCRIPTION OF STEP , fZ-01 c cC RESIDENTIAL REVIEW II SINGLEFAMLYDUPLEXAM MSCMLAMEOUS ONLY' Owner: Com' re d e/t,` Building Permit Number: Plans Examiner: �� A P. Number: (9/l x-1:0- GENERAL: _ .... , .. Zoning requirements — (number of permitted living units). . - Building permit valuation. Plans signed by the designer. Proper description of work.on the application. Existing violations on the property. J6' Recorded notice of violation. PLOT PLAN: 2 Complete parcel size and dimensions. Setbacks, side yard, easements, Etc. l3" Other buildings or structures. Grading, fills,and/or drainage. Flood hazard. Special conditions on Parcel Map (Nois , S ire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of venation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7).. Add- rW& -(j ,,17 Glazing in Hazardous locations (Uing niform BuildCoda section 2406). U0 b -e rioorn,!�-, are- &-OF-AW, Required room sizes and ceiling heights (Uniform Biu'_lding Code section 310.6).�� GFCI in bathse kitchen, """ h� garag , en, wet bat, and extienor receptacles (NEC 210). Prohibited locations of gas water he6�i (UniFoii i-Pl ibing Code 509& 1213.5). Prohibited locations of gas heatiig`egnipmeitt ([Jmfom Mechanical Code 304.5). UO Garage firewall separation -rewired on gara�ge�'�'de`uieTddm ' slappinng walls and (LTnrform�{� Building Code section 302.4 exception 1 1rr. Wood store location - Alcove clearance (UMC section 205 confined sp 223 unc aspace¢ ,l Smoke detectors (Uniform Building Code section 310.9:1). Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Pagel of 2 UCTURAL DETAILS: 1.Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2:` Standard bracing or engineered design (Uniform Building Code section 2320:11.3): .' Cleii story requiring balloon framing and/or engineering. f.Foundation kee story building requiring engineered calculations and plans.. - plan complete enough to construct building. oor construction details complete enough to construct building.- evations and wall construction details complete enough to construct building. j�vov i d Vj oof construction details complete enough to construct building. -2-��p �0 a$er ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. - 11: Garage door header size(s). a� Q,yr 6tt 12: Porch header size(s).e_ _ Stud heights. Expansive soil — special foundation design required. Retaining walls requiring design. Special Inspection requirements. 5%Cc2Q rte` i z �h` er sizes.. - r . Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section _ 1006): f Guardrails (Uniform Building Code section 509). / 3.�:.Brick or stone veneer (Uniform Building Code section 1403). ofplaster weep screeds (Uniform Building Code section 2506.5). t2fcorroof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). covering type - (fire hazard). 1'- Foam insulation — protection. 0. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). - - fUnderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). ".4Combustion air for fuel burning appliances — LPG requirements. - ACDF requirements.Energy design compliance and supporting documentation. Flashing at all exterior openings. responsible area requirements. 17. Building Permit requirements: 17.1.Voodelevation 17.2. certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. _ :. 17.5. _ Use Permit conditions. - 17.6. Sub -Standard Housing letter. Page 2 of 2 LONGFELLow LUMBER CO. INC. ■ Quality' Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112'* FAX (530) 893-0140 89 Loren Avenue - Chico, CA 95928-7434 Customer: 60Y Y- /&S Address: AP#: Job No: :�e 1,7" '�e, Alpine Engineered Products, Inc. Christian W. Chappell Ql� 000S 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Ins %t t9, . D R" -di "Imm t : P.O. Box 20455 p A Portland, ORR97220 (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800)678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. - Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS • e ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. i ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -tor -end orientation are correct. fl SCHREDER ADDITON Will -DING DEPWWRIt'" GABLE END DETAIL TATS DWG, PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ' SIRONGBACK ' (NAIL 10 LEDGER 12' D.C.) (BRACED AT 55' D.C.) BRACE Rte- MATERIAL \ "7 935 6 - lOd .CaMMON BLOCK LEDGER (NAIL NAILS TO VERTICAL H3(K) OUTLOOKER (C) W/2-I0d NAILS) GAUL _ GAELE ENO 2X6(JAIGONAt0'0 ACE (K) SPACING FOR H3 = 56.0' O.C. 3-IOd REFER TO SIWSON CAIALDG C-9414-1 FOR 15 BRACE NAILS PRODUCT ATTACHMENT SPECIFICATION (ATTACH —� EACH END A35 IM FI DIRECTION 2X LEDGER CCPil10N TRUSSES STRONGBACK (PI) BRACED AT 55' D.C. OJTLOOKER CRITERIA (C) IX4 CONTINUOUS LATERAL BRACING FOR + ( SI > BRACE ( STRONGOACK ) MEMBER LONGER THAN (M) 2X4 F.L. OR H.F. 02 OR 72'. ATTACH AT MIDPOINT lX EACH GRACE 3.5' MAX.' (N) (G) BTR SIP.ONGBACK BRACE '4/2-8d CCOHHON NAILS. iYP. NOTCH 8 GABLE END a 24' O.C. e ..•24' MAX 1.5' MAX, 1 ( S ) LEDGER (N) MAX DUTLOOKER 12' NIM 'i 24' MAX (SI>\ \ (HI) (PI l PEAK PLATE TO MATCH CUM" TRUSSES. NOTE: CHORDS TO BE 2X4 FIR -LARCH I2 MIN. (SI) SPLICE PLATE 10 MATCH COMMON TRUSSES. NOTE: THIS DETAIL MAY BE USED FOR (HI) FEEL PLATE 10 MATCH COMMON IRUSSES, TRUSSES WITH PITCHED D.C. ALSO. (0) OPTION 10 WEB PLATING: USE (3)-2' - WIRE STAPLES (0.072 OIA./15 GA.) TDENAILED THRU CHORD INTO WEB 6 1HRU WEB INTO CHORD ON ONE FACE FOR A TOTAL DF 6 STAPLES. (PI ). (SI) 6 (HI ) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75MPH WINO LOAD EXPOSURE 'B' AT 0-25 FT MEAN PLATE MAX. WEB LENGTH • IX3• 2-8-0 2X4• 8-1-0 3X4• 13-6-0 - 2X4 F.L. ' LUMBER GRADES HEIGHT. . PLT TYP. Wave TPI -95\R Design Criteria: TPI-95(STD) MAX. LENGTH W/ STROIIGBACK BRACE (S) Q Q O Q "•WARNING-*IRUSSES AEOUIRE 111AIME CARE 11 FABRICATION, HANDLING, SHIPPING, INSTALLING ARO II -10-0 . ' Q Q O n�rr AL1 I \ L O OZ�TRUSS O LJ O BAACINO. REFER IO NIB -91 (HANDLING INSTALLING AND BRAC.INO), PUBLISHED BY IPI (IRUSS PLATE INSIIIUtE. 667 D'ONOFIO DR., SUIT( 200, MADISON, Y1 67119), FOR SAFETY PRACTICES PRIOR IO PE RFORMINO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHAH HAVE PROPERLY ATTACHED SIRUCtURAL PANELS. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CIELING. -• ••I MPORtAN 1.6 FURNISH A COPY OF THIS DESIGN 10 INE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /NODUCIS. INC. SNAIL NOI B[ Rf SPONSIBLE FOR ANY DEVIATION FAOM THIS OESIGN: ANY FAILURE TO 0tl 110 INE IRtlS SfS IN CONFORNANC[ YIIM IPI: OR fABRICAtINO. HANOI IMO, SH1►►INO,�INS1AllA LION 0R BRACING OF IRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SI[CiFILA1ION ►UBI ISN[0 BY IHf AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. A111N[ CONNICIONS AIIt MADE OF 20OA ASIM A663 CA31 OALV. STEEL. EICIPT A$ NOTED. APPLY CONNECTORS 10 EACH FACE OF IRUSS, AND UNLESS OTHERWISE LOCAILD-02 THIS DESIGN, POSITION CONNECIORS.►[RIII OFAIME G IN USS OV IC I[0 MU (AAND SHAIL NNOTEBE ,RELItD UPON HIS IN ANYYOTHER IWAYfS ONLY 10 INE DESIGN A\� LLUJ �f 2X4 F.L. ' LUMBER GRADES MAX. LENGTH WITHGUT BRACING (N) MAX. LENGTH W/ STROIIGBACK BRACE (S) STANDARD 5 -II -0 II -10-0 81 7-9-0 15-6-0 11 6 BETTER 7-9-0 15-6-0 SS 7-9-0 I5-6-0 TC LL 30.0 PSF REF R992 y TC DL 15.0 PSF- DATE 03/19/98 c OC. OL PSF DRW CD 112 A DC LL. 0.0 PSF * TOT.LD. 50.0 PSF SEON - 25458 OUR.FAC. 1.15 FROM PDC j SPACING t IIAF iL•Il \ MAX I MUI4 CLEA11 SIIAN CE1L114G.JUIS1 . S 1ANUAIIU JACK UL' 1 A 11_ 131AALING 2,I' U.C. 01--r—LECTION CnI TE111A' (LIVI: LUAU) IIAFTE11 SLOPES < 4: 12 - L/240 IIMIC-11 IiLOK-5 > 4: 12 < 12: 12 - L/100 CUIL1NU JOIST - L/240 1T IS TNI: 11ESPUNSIUILITY or UIC IIUILUING OCSIGNEII A14U ' •-•II111SS FAMICATUII lU MVIEFI 11115 UIIAWINU PnlUll TO Cllrimu LU14UEII TO VE111FY MAT ALL UA'IA.. 1WC1,UUING UIMENSIUMS AND LUAUS, CUNFUMI 10 '111F A11CIIl1L•CIUIIAL SPECIFICATIONS • ANU FAUIIICATUII' S T11USS LAYOUT. __..._�.P.�\-nnithnim 2X4 HEW -rill STANUAnU IF nArTE11 1•IOT-- SU1111UI:1'fEU A1' L'NU LWIUI nAFTEn 'SLOPE_< 4: 12 nAFTEn SLOPE > 4: 12 OUT �_ ?;� CEILING JOIST LIVE LOAD IPSF) 16 16 30 30 16 16 30 30 DEAD LOAD (PSF) 10 15 10 15 .10 15 10 I'J 9 DURATION FACTUn 25X 25X 15% 15% 25X 26% 15X 15% 1.00 SIZE G11AUE --MAXIMUM CLEM SPAN -- 2X4 11 FL 94-0 0-7-0 7-11_0 7-5-0 0-1 -- r-- — -_ •_.._. _-___ 2x4 88 FL 9-6-0 0-11-0 ~ 0-5-0 0-0-0 - - 9-3-0-0_ .0-7-0 _ _o��._7. _L4_1L. __ .90-0— 2X6 11 FL 13-4-0 12-6-0 - 10-9-0 10-2-0� — 12-3-0r 11-6-0 10-9-0 10-3_-0_ 13-1110 2X6 SS FL , 13 -II -0 13-I-U1i-4-0 12-8-0� 11-11-0 11-4-0 —10-10-0 _- — 13-11-0 11. TYP.- ALPINE rMI-Mir d d d r= f_ -_i XXIMPOn TANTHHI'r11t tl1611411ttl rl4mtcls, 11r. WAIINIFlGIIIU2ttf ItOVllll "11111161111111 Iml of 1101.111"11111 flop 1112 III 11414RI1q, IIIICf1111 CI "-1 '� t= OITIAIIaI ►fall InH 11112101 ON ilUl Irtrlf 11:4110119, fill 111( IN1AC1119, fit 1110.8 1( Irl, sit 1111s 1 d d d mount 10 lVll9 lot Imill III C01101H11A:t 01111 OsIM 1( 11.1. 1011 A11011111W1 21.1!111. 1•I.11MIRfll 1111C C7 G. fJ MIR tO114Q0102 Alt! "Alit 9f plc& 6110. split. It111110 Join g111•,g111/. 1114.!99 61141111p1t 11111CA111 C 1= 13 1444 to 1 U[Irl It 110119. illlk f c14111ct1119 10 IIACll FAC( Or dlna 911ALL Of tA1tful.1 f 9146(11 Mllll / ALPINE d Mons A'O u41s1 611411,112t 1OCARII OII 11119 n'11C1t r041f1011 If AIIAc14tl rtcx/1141 t16A1111110, 1011011 �7 10114[10111 rill 01111p1E{ 111, Hod 1A1A-r. 6tslcol 91op41A1U2 11111 "WIP18t( AIIAI04n nlclV [111.11.1 - TI'IUSS ` A= 1016 ens 1/1rft ICA9lt nllflsl01q 04 141st Irl. In llnll4ln•6 krllt ILc1111c11 IA9IAIL (1/11911 fon n - t= ll to 11111 6nINll11 #I 10 1111 1:10 wit OLrlC stn Illi( 611f0A11 Arlt ICA11141. IUi'llal A [1411 Or d 17= C1 I=7 Cf IN 0142, 11Y {11111 1111 1t. 11(1lltl In'111 111 All( 011411 NI f, (1121611 10 114_114132 !10[11111 t111111Ac1191, 1 ••II.1 - 11112t•r)III Illtllllllp, 1111 - 14411u111N1A1 "21[11 t1'frll iii 111N1 (11111NIll rtxr. I/+IC 111111 110. off" C0101 t* 6� 1 JACK •DETAIL CA -ENG JS (GgLV1206-GOLDMANN ROSE/SCHREDER - GOLD1206--GOLDMANN /A1 1 (TOP CHORD 2X8 OF -L #1 BOT CHORD 2x6 DF -L #2 WEBS 2x4 OF -L Standard N 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (ADDITIONAL LOADING PER TRUSS FABRICATOR C»-------------------------------------------------- �IC - From 65 PLF at 0.00 to 65 PLF at 24.00 o -C - 166 LB Conc. Load at 0.00, 21.57 0 z RECOMMENOED CONNECTION FOR TRUSSES FRAMING FROM THE BOTTOM CHORD AT 24" O.C.: SIMPSON LU24. SEE SIMPSON CATALOG C-2000.. W5X8 (R) III W1.5X4 cn E:-- `- 5 C=3 o - o.. C>4 W4X6(A1) W4X4 W4X6 W C� z W z L -4-0-0---J THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72,00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W14AO(Al) = L ---4-0-0---J ¢ L 12-0-0 I 12-0-0 I I fE 24-0-0 Over 2 Supports R=2195 W=3.5" a R=2161 W=3:5" `"T PLT TYP. Wave TPI -95\R Design Criteria: TPI(STD) 19.Ob2 0 0 0 N L ALPINE W Alpine Engineered Products, Inc. Sacramento, CA 95828 '*WARNING',' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND - - BRACING. EFER TO HIB -97 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 153 D•ONOFR IO ON.. SUITE 200, MADISON. aFE3S/ MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Q� STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVEA PROPERLY ATTACHED RIGID CEILING. ''*IMPORTANT** REF 'R427--20696 DATE 12/07/00 DRW CAUSR427 00342048 CA -ENG GTP/CWC FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED, PRODUCTS, INC. SMALL ,p NOT BE RESPONSIBLE FOR ANY DEVIA71ON FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE r If" A WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. i1 THIS DESIGN CONFORMS WIT" APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AllPAPER ASSOCI AT 1011) AND TPI. ALPINE FROM SS CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 24.0" EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, DOSITION CONNECTORS PER DRAWINGS 160 A -I, THE SEAL OM 1H15 DRAW f NG 1ROIC A7ES ACCEPTANCE OF PROFESSIONAL ENGINEERIMG ` RESPOASIBILI ITSOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THF SUITABILITY AND USE OF THIS COMPOMEIIT FOR AMY PARTICULAR BUILOI NG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER All SI ITP. 1-1995 SECTION Z. Ia P, 5-8-2 8-0-0 17E COLLA � CA - 1 - - F Scale =.1875" Ft. TC LL TC DL BC OL BC LL 16.0 15.0 10.0 0.0 PSF PSF PSF PSF REF 'R427--20696 DATE 12/07/00 DRW CAUSR427 00342048 CA -ENG GTP/CWC TOT AD. 41.0 PSF SEON - 48725 DURJAC. 1.25 FROM SS SPACING 24.0" !, (GOL'Dl2O6-GOLDMANN ROSE/.SCHREDER - GOLD1206--GOLDMANN /A2 TOP CHORD 2x8 DF -L #1 BOT CHORD 2x4 DF -L #1 > WEBS 2x4 DF -L Standard LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. CT o:) CCD *) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. o W5X8 (R) III W1.5X4 0� 5 r— q ca w (Y W w W4X6(A2) c.5 z w w IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W*AD(AC) = z L-4 -0-0--J L< -4-0-0--j L 12-0-0 1 12-0-0 I fE 24-0-0 Over 2 Supports R=1232 W=3.5" R-1232 W=3.5" 0 5-8-2 1 MALUNG ®EPARTMEN" rL) )Tr. Wave IPL 95 R Design Criteria: TPI STD 19.Ob2 CA - 1 - F Scale =.1875° Ft. C=D "WAR NING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATIOR, HANDLING. SHIPPING. INSTALLING AND TC C=) BRACING. REFER TO HED -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 500 D'ONOFRIO OR.. SUITE 200, MADISON. W1 53719), FOR SAFETY PRACTICES TO p aFESS/p,� LL 16.0 PSF REF R427- -20697 PRIOR PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED {� TC DL 15. D PSF DATE 12/07/0D ' STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE "� 'i' AA INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C D L 10.0 PSF D R W CAUSR927 00342049 A L PINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND GRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS 5 r 8C LL 0.0 PSF CA -ENG GTP/CWC OF NDS (NATIONAL DESIGN SPEw AMD PAPER TPI. SOFDBY Q COWNECTORSCCATION ANEPMADEUB 206ATHE ASTMMERICAN A653 GRAOREST GALT. STEEL, EXCEPTIASINOTEDHO APPLYALPINE ECTORS TO * TOT AD. D. 41.0 PSF S E O N - 23106 Alpine Engineered Products, Inc. .48CFGm0110. CA 95829 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DNAItINGS 160 A•1. THE SEAL ON THIS DRAWING 11101CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CT IONA.. A011 SI/iP1TIFO995N5E IARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ,,L$` .A` �{rX V•, DUR.FAC. 1.25 FROM SS SPACING 24.0" (GOLD1206 GOLDMANN ROSE/SCHREOER GOLD1206-GOLDMANN /J1 *) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR IOP CHORD 2x8 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard ' <r PLATES DESIGNED FOR GREEN' -LUMBER PER NDS -97 TABLE 7.3.3. (ADDITIONAL LOADING PER TRUSS FABRICATOR Q------------------------------------------------- "TC 180 LB Conc. Load at 1.50 • o :•i z H v Q o Fx 9Z.- 9=3 w Q-= w �w z ,1 v . z I w z ¢ L-4-0-0 j 0-0 Over 2 Supports a R-696 W=3.5" R=55 ' T1y A IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X4 III 0-3-8 +8-0-0 III JU PECOW Z "' PLT TYP. Wave TPI -95 R I Design Criteria: TPI STD 19.Ob2 CA/ -/I/-/- /-/F � "WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND � BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 D'ONOFRI. DR.. SUITE 200, MAOI SON. N1 53719), FOR SAFETY PRACTICES TC L L 16 .0 P S F u C'V PRIOR TO PERFORMING THESE' FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOH CHORD SHALL HAVE A PROPERLY ATTACHED Q0.aFESS C �,j�.f� TC D IL 1 5 : 0 P S F RIGID CEILING. -,IMPORTANT-- FURNISH - ;) L� A COPY OF THIS OE SI GH TO THE INSTALL AT CONTRAC70fl. ALPINE ENGINEERED PRODUCTS, INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEY[ATIOH q Z EIC D L 10 P S F A L PINE FROH THIS DESIGN: All FAILURE TO BUILD THE TRUSSES IN CONFOANAIICE WITH TPI: OR FABRICATING; HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. TN15 DESIGN f .0 V CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED B C ILL 0.0 P S F w BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Q OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS To EACH FACE OF TRUSS, ANO UNLESS OTHERWISE * * TOT L D 41 P S F Alpine Engineered Products, Inc. SNcT0IDC0(o,CA 95828 LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•i. THE SEAL ON TNIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 2ESPOASI 0.111Y SblElr FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIlTP[ 1-1995 SECTION 2. _ �'M,, /��� Y �• . . .0 0 U R . FAC. 1 .25 SPACING 24.0" L Scale =.375"/ft. REF R427--20698 DATE 12/07/00 DR W CAUSR427 00342050 CA -ENG GTP/CWC SEON - 23122 FROM SS (GO(01206-GOLDMANN ROSE'/SCHREDER - GOLD1206--GOLDMANN /J1A 1 ITOP CHORD 2x8 OF -L #1 BOT CHORD 2x4 DF -L #1 \ WEBS 2x4 DF -L Standard Ln LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS FABRICATOR C:10 -------------------------------------------------- �•C 55 LB Conc. Load at 2.00 C 0 z E~ V r� 13r w OC w w z c7 w . w L4-0-0--� [-4-0-0 Over 2 Supports R=607 W=3.5" THIS DWG PREPARED FROM COMPIITFR TNP1IT rinenc A nrurmclnucl CIINNTTTCn nv T"uco urn IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X4 N T 2-3-11 0-3-8 +8-0-0 �I a R-19 c1 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND 0 BRACING. REFER TO HIB•9l (HANDLING INSTALLINAND BRACING), PUBLISHED BY TPI (TRUSS PLATE O IOSTIT UTE. $63 D'ONOFR IO DR., SUITE 200. HAD165 Otl, WI 53)19). FOR SAFETY PRACTICES PRIOR TO O PERFOR N ING THFSE FUNCTIONS. UNLESS OTHER SE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED N STRUCTURAL PANELS, BOTTOM CHORD SHAH HAVE A PROPEALY ATTACKED RIGID CEILING. --IMPORTANT-' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLTAG AND BRACING OF Tp USSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN V SPECT F ICAT[ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE rri CONNECTORS APE WADE OF 2OGA ASTM A6$3 GR4O GALV. STEEL. EXCEPT AS NOTED. APPLY COHNECTORS TO Q EACH FACE OF TRUSS, AND UNIE SS OTHERWISE LOCATED ON INS DESIGN, POSITION CONVECTORS PER DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engtnl3eEed PEClducts, LIC. RESPOIISIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SBcre111eIIQ, CA 95626 CONPONERT FOp AAY PARTICULAp BUIID[NG 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. JU t -TE COUNI N RIUCH G DSP/ RTMEN". 9.Ob2 CA - 1 - - F Scale =.375" Ft. ,OTE TC LL 16.0 PSF REF R427--20699 TC DL 15.0 PSF DATE 12/07/00 'O BC DL 10.0 PSF DRW CAUSR427 00342051 I� 5 ip. 630-2101 BC LL 0.0 PSF CA -ENG GTP/CWC TOT.LD. 41.0 PSF SEQN - 48718 QFCA11� DUR.FAC. 1.25 FROM SS SPACING 24.0" 12 -� 4 or greater sI'll, �°i Ods/ a Bottom chord diagonal bracing repeated at each end of the building and at same spac ng as top chord diagonal bracing. IVI".moM SPAN : CH' 15' 1 20 1 15 15' 1 10 1 7 15' 1 6 1 4 Ostered professional enalneer Fir -Larch SP - Southern Pine SPF - Spruce -Pine -Fir -�" All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. Up to 32' 1 4/12 Over 32'- 48' 4/12 Over 48'- 60' 4/12 Over 60' 1 See a DF - Doug HF - Hem - 15' 1 20 1 15 15' 1 10 1 7 15' 1 6 1 4 Ostered professional enalneer Fir -Larch SP - Southern Pine SPF - Spruce -Pine -Fir -�" All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 12 ----1 4 or greater ® =45° DF - Douglas Fir -Larch SP - Southern Pine i SPF - Spruce -Pine -Fir TOP CHORD Continuous Top Chord All lateral braces TOP CHORp DIAGONA L BRACE Required MINIMUM LATERAL BRACE SPACING DB SPAN PITCH SPACING(LB #trusses 2.5 7 17 12 Attachment 3.0 6' Up to 32' 4/12 8' 20 1 15 Over 32' - 48' 4/12 6' 10 1 7 Over 48'- 60' 1 4/12 1 6 1 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. DIFFERENCE SPACING(LBS) 10' or Greater ,.. ,SP DF SPF HF. Up to 28' 2.5 7 17 12 Attachment 3.0 6' 9 6 Over 42' - 60' Required S 3 Over 60' s2Ol%eag / WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A DF - Douglas Fir -Larch SP - Southern Pine TOP CHORD SPF - Spruce -Pine -Fir MINIMUM TOP CHORD': DIAGONALBRACE; Lateral Brace -� PITCH LATERAL BRACE BRACING (DBS SPAN DIFFERENCE SPACING(LBS) ;. ,.. ,SP DF SPF HF. Up to 28' 2.5 7 17 12 Over 28'- 42' 3.0 6' 9 6 Over 42' - 60' 1 3.0 5' S 3 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord ,yA` eyC° F Lateral Brace -� All lateral braces Required lapped at least 2 �— trusses. 10° or Greater are attached to the topside of the top chord. Attachment Required L or�ess =450 Frame 3 Q. . 00� ti laterally braced ,yA` eyC° F Top chords that are can buckle y9 Q\ togetherandcausecollapseitthereisnodiago- nal bracing. Diagonal bracing should be nailed wry to the underside of the lop chord when purlins are attached to the topside of the top chord. This safety alert symbol is used to attract your attention! PERSONAL SAFETY ISINVOLVED(When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. 11 CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° His the resoonsibilityofthe installer (builder. building contractor, licensed contractor, erectororerection contractor) to properly receive. unload, store. handle, install and brace metal plate connected wood trusses to protect life and nropertv. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. TRUSS'PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. ';TRUSS;STORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be JA supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properlybraced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. A WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. A is extremely dangerous and should be strictly prohibited. Frame 1 DF - Douglas Fir -Larch SP - Southern Pine/",,.00 y HF - Hem -Fir SPF - Spruce -Pine -Fir 12 � —� 3 or 9• `• igr eater \ All lateral braces lapped at least 2 1 trusses. Diagonal brace also required on end verticals. Continuous Top Chord Lateral Brace —� Required Top chords that are laterally braced can buckle togetherand cause collapse ifthere isnodiago- 10' or Greater nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q• are attached to the topside of the top chord. �� /@s$ =4e Attachment MONO TRUSS Required PLUMB WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A D(In) D/50 D(ft) 12" 1/4" TOP CHORD: , 24" 1/2" TOP CHORD DI* NAL'BRACE 3/4" MINIMUM LATERAL BRACE SPACING (DBS) SPAN PITCH SPACING(LBS) I`# trusses] Truss I SP DF SPF HF'. Up to 24' 3/12 8' 17 12 Over 24'- 42' 3/12 7' 10 6 Over 42'- 54' 3/12 6' 6 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine/",,.00 y HF - Hem -Fir SPF - Spruce -Pine -Fir 12 � —� 3 or 9• `• igr eater \ All lateral braces lapped at least 2 1 trusses. Diagonal brace also required on end verticals. Continuous Top Chord Lateral Brace —� Required Top chords that are laterally braced can buckle togetherand cause collapse ifthere isnodiago- 10' or Greater nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q• are attached to the topside of the top chord. �� /@s$ =4e Attachment MONO TRUSS Required PLUMB WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A D(In) D/50 D(ft) 12" 1/4" 1 ' 24" 1/2" 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-114" 5' BOW ±'/4' L(In) U200 L(ft) i 1/4" 4.2' 100" 1 2" 8.3' 72" 1-1/2" 6' 3/4" 12.5' 84" 1-3/4" 7' 96.. 2" 8' Truss I 108" 2" 9' Depth D(in) 1 1 I Lesser of D/50 or 2" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. BOW ±'/4' L(In) U200 L(ft) 50" 1/4" 4.2' 100" 1 2" 8.3' 150" 3/4" 12.5' L(in) .....:::::::::::::::::::1::::::::::::::::::::.. Lesser of U200 or 2" OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed J A on unbraced trusses. Frame 6 200" 11" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed J A on unbraced trusses. Frame 6 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir N V_ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. .CHORD TRUSTS Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two trusses. End diagonals are- sseatial for stability and must be dupiic1,tec both ends of the truss system. =450 Continuous Top Chord Lateral Brace T Required 10' or Greater Attachment Required - fOTrus., —0s) 19es. SPF INJE 2 D.C. I AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 4x2 PARALLE'LCHORD TRUSS TOP CHORD Top chorda that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1� All lateral braces lapped at least two End diagonals are es tial for stability and must be dupllc o, both ends of the truss system. I' l ~450 Frame 5 sses 0,210 C. 30" or greater Continuous Top Chord —� Lateral Brace Required T 10' or Greater Attachment Required - I + 3Yz° Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP CHORD TOP'CHORD pIAGONALBRACE MINIMUM' LATERAL BRACE SPACING (DBS) SPAN DEPTH SPACING(LBs)„ #trusses .... „ STP/DF $PF/HF: Up to 32' 30" g' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir N V_ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. .CHORD TRUSTS Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two trusses. End diagonals are- sseatial for stability and must be dupiic1,tec both ends of the truss system. =450 Continuous Top Chord Lateral Brace T Required 10' or Greater Attachment Required - fOTrus., —0s) 19es. SPF INJE 2 D.C. I AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 4x2 PARALLE'LCHORD TRUSS TOP CHORD Top chorda that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1� All lateral braces lapped at least two End diagonals are es tial for stability and must be dupllc o, both ends of the truss system. I' l ~450 Frame 5 sses 0,210 C. 30" or greater Continuous Top Chord —� Lateral Brace Required T 10' or Greater Attachment Required - I + 3Yz° Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. I A WARNING: Do not attach cables, chains, or I hooks to the web members. ns0° so° or less or less Tag Approximately Approximately Tag Line 1/2 truss length '/z truss length Line Truss spans less than 30'. Spreader Bar Toe In Approximately Less than or equal to 60' Spreader Bar Toe In Tag Line 1AWARNING: Do not lift singletrusses with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing Is installed. Toe In Toe In �ma '/a Less than or equal to 60' Tag Line Strongback/ Tag / Line At or above mid -height Tag Line CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) Frame 2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Schreder Addition Date..11/28/00 09:10:56 Project Address........ 41 Falcons Pointe Drive ******* Chico,,California *v5.10* Documentation Author... Donna Wallace ******* 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method...... MICROPASS v5.10 for 1998 Standards bullalnPermit # Plan Check Da e Fie C ec Da e by Enercomp, Inc. MICROPASS v5.10 File-SCHREDER Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run-Schreder Addition GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories... ...... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1384 sf Single Family Detached New Front Facing 240 deg (SW) 0.28 1 Raised Floor 18.2 % of floor area 0.59 Btu/hr-sf-F 0.65 9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Type Type R -value R -value R -value Wall Wood R-17.8 R-0 R-17.8 Door n/a R-0 R-n/a R-0 Roof Wood R-11 R-27 R-38 Floor Wood R-19 R-0 R-19 FENESTRATION Assembly U -value Location/Comments 0.065 Typical 0.330 Study Area 0.025 Typical' 0.037 Typical [TE 00UNI WOMN03 DEPAHJIA I Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (SW) 24.0 0.600 0.650 Standard Standard Yes Window Front (SW) 35.0 0.600 0.650 Standard Standard None Window Front (SW) 20.0 0.550 0.650 Standard Standard Yes Window Back (NE) 105.0 0.600 0.650 Standard Standard Yes Window Back (NE) 60.0 0.550 0.650 Standard Standard Yes Window Front (SW) 4.0 0.940 0.730 Standard Standard None Window Back (NE) 4.0 0.940 0.730 Standard Standard None [TE 00UNI WOMN03 DEPAHJIA I CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Schreder Addition Date..11/28/00 09:10:56 MICROPASS v5.10 File-SCHREDER Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run-Schreder Addition Minimum Equipment Type Efficiency Furnace ACSplit 0.800 AFUE 10.00 SEER HVAC SYSTEMS Duct Duct Tested Duct ACCA Thermostat Location R -value Leakage Manual D Type Crawlspace R-4.2 No No Setback Crawlspace R-4.2 No No Setback SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS CEC default U -values and SHGC-values were used for all fenestration. A new HVAC system will be installed for the addition. The water heater is existing. COL N � � i 0EPA8 V` CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF.; -1R Project Title.......... Schreder Addition Date..11/28/00 09:10:56 MICROPASS v5.10 File-SCHREDER Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run-Schreder Addition COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Lenn Goldmann Company. Goldmann and Rose Address. 411 Normal Avenue Chico, California 95928 Phone... 530-345-1161 License. Signed A4,ZN/ (date) L ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Address. 399 East 9th Avenue Chico, CA 95926 Phone... 530-893-4982 Signed.. �6hntidt� UY�-� i1/ZB/Do (date) 'W M. f %01t4G DEPART Eta ` MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures *150(a): Minimum R-19 ceiling insulation. R-38 150(b): Loose fill insulation manufacturer's labeled R -value. N/A *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal framed walls (does not apply to exterior mass walls). R-19 R-19 *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N/A Fiberglass 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. Batts 116-17: Fenestration Products, Exterior Doors and infilitration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U -value, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. By Contractor 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. N/A 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs N/A 1. Masonry and factory -built fireplaces have: a. Closable metal or glass door b. Outside air intake with damper and control c. Flue damper and control N/A 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. By Contractor 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. Attached 150(1): Setback thermostat on all applicable heating and/or cooling systems. By Contractor 150(j): Pipe and Tank Insulation 1. Storage gas water heaters rated with and Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water N/A systems. 5. Cooling system piping below 55 degrees Fahrenheit insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICBG 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Section 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. By Contractor Residential Compliance Form July 4 1999 1 :y MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures (continued) 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. N/A 2. System is installed with: a. At least 36" pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical By Contractor cooking appliances with pilot < 150 Btu/hr.) Lighting Measures 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 Lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. By Contractor 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Residential Compliance Form July 1, 1999 s _.2 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Schreder Addition Date..11/28/00 09:10:56 Pro'ect Address 41 Falco P t D 7 ........ ns oin a rive Chico, California *v5.10* Documentation Author... Donna Wallace ******* 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method...... MICROPAS5 v5.10 for Building Permit Plan Check Da e Field Check/ Da e 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-SCHREDER Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run-Schreder Addition MICROPAS5 ENERGY USE SUMMARY Energy Use Standard Proposed (kBtu/sf-yr) Design Design Space Heating.......... 16.60 15.97 Space Cooling.......... 14.62 14.15 Total 31.22 30.12 JK ADDITION COMPLIES -A<- *** Water Heating not calculated *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Floor Area Zone Type (sf) HOUSE Residence Compliance Margin 0.63 0.47 1.10 1384 sf Single Family Detached New Front Facing 240 deg (SW) 0.28 1 ReducedYear Raised Floor 1 12456 cf 0 sf 18.2 % of floor area 0.59 Btu/hr-sf-F 0.65 9 ft BUILDING ZONE INFORMATION # of Volume Dwell Cond- (cf) Units itioned Vent Vent Air Thermostat Height Area Leakage Type (ft) (sf) Credit 1384 12456 0.28 Yes Setback 2.0 Standard No COL N41 1� 4G DEPARWE14' Apv"'ROVEDL3 COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Schreder Addition Date..11/28/00 09:10:56 MICROPASS v5.10 File-SCHREDER Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run-Schreder Addition Surface HOUSE 1 Wall 2 Wall 3 Door 4 Wall 5 Wall 6 Roof 7 Floor Orientation HOUSE 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 12 Window Surface HOUSE 1 Window 2 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Front (SW) 6.0 0.600 0.650 240 90 Standard/0.76 Standard/0.68 Front (SW) 6.0 0.600 0.650 240 90 Standard/0.76 Standard/0.68 Front (SW) 35.0 0.600 0.650 240 90 Standard/0.76 Standard/0.68 Front (SW) 6.0 0.600 0.650 240 90 Standard/0.76 Standard/0.68 Front (SW) 6.0 0.600 0.650 240 90 Standard/0.76 Standard/0.68 Front (SW) 20.0 0.550 0.650 240 90 Standard/0.76 Standard/0.68 Back (NE) 35.0 0.600 0.650 60 90 Standard/0.76 Standard/0.68 Back (NE) 35.0 0.600 0.650 60 90 Standard/0.76 Standard/0.68 Back (NE) 35.0 0.600 0.650 60 90 Standard/0.76 Standard/0.68 Back (NE) 60.0 0.550 0.650 60 90 Standard/0.76 Standard/0.68 Front (SW) 4.0 0.940 0.730 240 23 Standard/0.76 Standard/0.68 Back (NE) 4.0 0.940 0.730 60 23 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 6.0 n/a 3.0 4.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 n/a 3.0 4.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 n/a 3.0 4.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 n/a 3.0 4.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 n/a 6.7 7.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 35.0 n/a 5.0 3.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 35.0 n/a 5.0 3.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 35.0 n/a 5.0 3.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 60.0 n/a 6.7 4.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ (sf) value R-val Azm Tilt Gains Reference Comments 343 0.065 17.8 240 90 Yes W.19.2X6.16 Typical 102 0.065 17.8 330 90 Yes W.19.2X6.16 20 0.330 0 330 90 Yes None Study Area 332 0.065 17.8 60 90 Yes W.19.2X6.16 131 0.065 17.8 150 90 Yes W.19.2X6.16 1376 0.025 38 n/a 0 Yes R.38.2X4.24 Typical 1384 0.037 19 n/a 0 No FC.19.2X8.16 Typical FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Front (SW) 6.0 0.600 0.650 240 90 Standard/0.76 Standard/0.68 Front (SW) 6.0 0.600 0.650 240 90 Standard/0.76 Standard/0.68 Front (SW) 35.0 0.600 0.650 240 90 Standard/0.76 Standard/0.68 Front (SW) 6.0 0.600 0.650 240 90 Standard/0.76 Standard/0.68 Front (SW) 6.0 0.600 0.650 240 90 Standard/0.76 Standard/0.68 Front (SW) 20.0 0.550 0.650 240 90 Standard/0.76 Standard/0.68 Back (NE) 35.0 0.600 0.650 60 90 Standard/0.76 Standard/0.68 Back (NE) 35.0 0.600 0.650 60 90 Standard/0.76 Standard/0.68 Back (NE) 35.0 0.600 0.650 60 90 Standard/0.76 Standard/0.68 Back (NE) 60.0 0.550 0.650 60 90 Standard/0.76 Standard/0.68 Front (SW) 4.0 0.940 0.730 240 23 Standard/0.76 Standard/0.68 Back (NE) 4.0 0.940 0.730 60 23 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 6.0 n/a 3.0 4.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 n/a 3.0 4.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 n/a 3.0 4.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 n/a 3.0 4.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 n/a 6.7 7.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 35.0 n/a 5.0 3.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 35.0 n/a 5.0 3.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 35.0 n/a 5.0 3.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 60.0 n/a 6.7 4.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 3 ,C -2R Project Title.......... Schreder Addition Date..11/28/00 09:10:56 MICROPAS5 v5.10 File-SCHREDER Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run-Schreder Addition HVAC SYSTEMS Minimum Duct System Type Efficiency Location HOUSE Furnace ACSplit Duct Tested Duct ACCA Duct R -value Leakage Manual D Eff 0.800 AFUE Crawlspace R-4.2 No No 0.743 10.00 SEER Crawlspace R-4.2 No No 0.674 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS CEC default U -values and SHGC-values were used for all fenestration. A new HVAC system will be installed for the addition. The water heater is existing. HVAC SIZING Page 1 HVAC Project Title.......... Schreder Addition Date..11/28/00 09:10:56 Project Address........ 41 Falcons Pointe Drive ******* Chico, California *v5.10* Documentation Author... Donna Wallace ******* I Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.... ..... 11 Compliance Method...... MICROPAS5 v5.10 for Plan C ec /-Date Field C ec Da e 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File-SCHREDER Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run-Schreder Addition GENERAL INFORMATION FloorArea ................. Volume....... ............ Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange........ ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1384 sf 12456 cf Front Facing 240 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY Description Heating (Btuh) Opaque Conduction and Solar...... 6497 Glazing Conduction ............... 6447 GlazingSolar .................... n/a Infiltration ..................... 7877 InternalGain .................... n/a Ducts............................ 2082 Sensible Load .................... 22903 LatentLoad ...................... n/a Minimum Total Load 22903 deg (SW) Cooling (Btuh) 2953 3598 8716 2588 588 922 19365 3873 23238 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. BUMNG ®EPARIV ,,� 13 STRUCTURAL CALCULATIONS RCE Job #2000-108 for Goldman at Rose Schreder Residence 41 Falcons Pointe Dr. Chico, California Calculation Index: Page # • Gravity Loads G 1 • Lateral Analysis Ll — L 1 1 • Beam Analysis BI — B6 •. Foundation F1 — F2 Rev. 0 ©/--Coos OUTTE COUKI•l WILDING DFPARTM- w 21/10/ /,c-/-7- Initial Issue These Calculations have been prepared for Goldmann 8z Rose for the above -indicated property. The results of the calculations have been incorporated on said.plans. ROBERTS. CONSULTING ENGINEERING 3060 Thorntree Suitel0 • Chico, CA 95973 • (530) 894-8803 E-mail: cj@r-c-e.com 8T Website: http://www.r-c-e.com 12/18/00 - Lateral Analysis •- Schreder Residence - R.C.E. Job 2000.108 Pg. 1 Gravity Loads: Roof Dead Load 1/2" CDX Ply. 1.5 psf Slope= Concrete Tile Roof 10.0 psf 5 Trusses @ 24" o.c. 5.0 psf to 1/2" Gyp. 2.2 psf 12 Insul. 1.0 psf Misc. 2.5 psf ota (sloped) psf ota oriz psf ota(axial) 1.0 psf ps Roof Live Load onstruction 16.0 psf Wall Dead Load Wood Siding 5.0 psf (exterior) 3/8 Ply. 1.8 psf 2x6 Framing @ 16" o.c. 1.7 psf Gyp. 2.2 psf Insul. 1.0 psf Misc. 1.3 psf o[a ps Wall Dead Load 2x4 Framing @ 16" o.c. 1.7 psf (interior) Gyp. 2 sides 4.4 psf Misc. 1.9 psf ota8.0 ps Floor Dead Load 3/4" Ply 2.3 psf Joist @ 24" O.C. 2.2 psf Carpet 1.0 psf Insul. 1.0 psf Misc. 1.5 psf o[a8.0 psf Floor Live Loadesi entia psf Copywrite 2000 - Spyder Software i sL�rede,r Res-Je�ce I I).L,F_, X000, 1045 - - Pc,,5 G 51011 m p 13Z3 TJX 7T SeeFrG me to yl- 131� 0 SUP I' 4.5 X - . 0 Tjq I LFRZ — all C1 611 g' 31 arae , 12' Floor- :S cz// L-,�JOL;4 LA o7i 9- m y,5 C���/11 i op La c, LA 12/18/00 - Lateral Analysis - Schreder Residence - R.C.E. Job 2000.108 Py 1,H UBC Wind Loads -- Method 1 p= Ce•Cq•gs•I IWW Of W IWR OWR 01 R CPR P= P= P= P= P= P= Wind Speed: 75 mph Exposure: C where; Ce = 1.06 @ 0 to 15' Ce = 1.13 @ 15 to 20' 12.2 7.6 4.6 13.7 10.7 10.7 psf - @ 0 to 15' 13.0 8.1 4.9 14.6 11.4 11.4 psf - @ 15 to 20' 13.7 8.6 5.1 15.4 12.0 12.0 psf - @ 20 to 25' 14.2 8.9 5.3 15.9 12.4 12.4 psf - @ 25 to 30' 15.1 9.4 5.7 17.0 13.2 13.2 psf - @ 30 to 40' 16.5 10.3 6.2 18.5 14.4 14.4 psf - @ 40 to 60' Wind Loading @ Wall Lines 1 to 4 Mean Roof Height = 16.5 feet Uplift Pressure = 10.9 psf Wind Loading @ Wall Lines A to D @ Ridge Mean Roof Height = 16.5 feet Uplift Pressure = 10.9 psf nd Loading Wall Lines A to D Eave Mean Roof Height = 9.0 feet Uplift Pressure = 10.7 psf Copywrite 2000 - Spyder Software Ce = 1.19 @ 20 to 25' Ce = 1.23 @ 25 to 30' Ce = 1.31 @ 30 to 40' Ce = 1.43 @ 40 to 60' Cq = 0.8 (IWW) Inward @ Windward Wall Cq = 0.5 (OLW) Outward @ Leeward Wall Fn = Tributary Normal Area Pressure 4.50 feet @ 12.2 psf = 4.50 feet @ 7.6 psf = 0.00 feet @ 4.6 psf = 0.00 feet @ 10.7 psf = Fn = Resultant Horizontal Cq = 0.3 (IWR) Inward @ Windward Roof 55 lbs. Cq = 0.9 (OWR) Outward @ Windward Roof 4.50 Cq = 0.7 (OLR) Outward @ Leeward Roof 4.50 Cq = 0.7 (OPR) Outward @ Parallel To Ridge 7.50 Qs = 14.4 psf 7.50 1 = 1 Importance Factor Roof Slope = 5 Rise to 12 Horiz. Tributary Normal Resultant Horizontal Area Pressure Force 4.50 feet @ 12.2 psf = 55 lbs. (IWW) @ 0 to 15' 4.50 feet @ 7.8 psf = 35 lbs. (OLW) @ 0 to 15' 7.50 feet @ 4.7 psf = 35 lbs. (IWR) @ 15 to 20' 7.50 feet @ 10.9 psf = 82 lbs. (OLR) @ 15 to 20' Fn = 1 707 n - hnri7 Fn = Tributary Normal Area Pressure 4.50 feet @ 12.2 psf = 4.50 feet @ 7.6 psf = 0.00 feet @ 4.6 psf = 0.00 feet @ 10.7 psf = Fn = Resultant Horizontal Tributary Normal 55 lbs. Area Pressure 4.50 feet @ 12.2 psf = 4.50 feet @ 7.8 psf = 7.50 feet @ 4.7 psf = 7.50 feet @ 10.9 psf = Fn = Tributary Normal Area Pressure 4.50 feet @ 12.2 psf = 4.50 feet @ 7.6 psf = 0.00 feet @ 4.6 psf = 0.00 feet @ 10.7 psf = Fn = Resultant Horizontal Force 55 lbs. (IWW) @ 0 to 15' 35 lbs. (OLW) @ 0 to 15' 35 lbs. (IWR) @ 15 to 20' 82 lbs. (OLR) @ 15 to 20' 207 nlf . hnri7 Resultant Horizontal Force 55 lbs. (IWW) @ 0 to 15' 34 lbs. (OLW) @ 0 to 15' 0 lbs. (IWR) @ 0 to 15' 0 lbs. (OLR) @ 0 to 15' Ao MF- hnrh 12/18/00 - Lateral. Analysis - Schreder Residence - R.C.E. Job 2000.108 Wind Loading @ Wall Line 4 1st Floor Existing Residence Mean Roof Height = 21.0 feet Uplift Pressure = 13.0 psf Wind Loading @ Wall Line 4 2nd Floor Existing Residence Mean Roof Height = 21.0 feet Uplift Pressure = 13.0 psf Gbpywrite 2000 - Spyder Software Fn = Tributary Normal 73 lbs. Area Pressure 6.00 feet @ 12.2 psf = 6.00 feet @ 8.2 psf = 6.50 feet @ 13.0 psf = 6.50 feet @ 10.7 psf = Fn = Fn = Resultant Horizontal Tributary Normal 73 lbs. Area Pressure 5.00 feet @ 12.2 psf = 5.00 feet @ 8.2 psf = 4.50 feet @ 13.0 psf = 4.50 feet @ 10.7 psf = Fn = Resultant Horizontal Force 73 lbs. (IWW) @ 0 to 15' 49 lbs. (OLW) @ 0 to 15' 85 lbs. (IWW) @ 20 to 25' 69 lbs. (OLR) @ 20 to 25' 977 nif _ hnri, 1 Resultant Horizontal Force 61 lbs. (IWW) @ 0 to 15' 41 lbs. (OLW) @ 0 to 15' 59 lbs. (IWW) @ 20 to 25' 48 lbs. (OLR) @ 20 to 25' ,)no If _ h-7, P91-5- Wind LS 12/18/00 - Lateral Analysis - Schreder Residence - R.C.E. Job 2000.108 PPL& 1997 UBC Seismic Loads - Static Force Procedure where; V = (Cv*I)/(R*T) *W = 0.600 *W (Eqn 30-4) Z = 0.3 Zone 3 V = (2.5*Ca*i)/R *W = 0.164 *W (Eqn 30-5) 1 = 1.00 Importance Factor V = 0.1 1 *Ca*I *W = 0.059 *W (Eqn 30-6) hn = 16.5 feet R = 5.5 Plywood Shear Walls p= 0.164 *W (Eqn 30-5) governs Soil Profile Type Sp Seismic Source Type A Closest Distance Seismic Source n/a km Ct = 0.02 All other Buildings Foot print area, AB= 2550 ft2 T = 0.164 (Method A) Ca = 0.36 Table 16-Q Cv = 0.54 Table 16-R Na = 1.00 Table 16-S Nv = 1.00 Table 16-T W = Building Weight Use 0% of Snow Load in the Seismic design. Seismic Roof Loading Tributary Weights = 42.00 feet of Roof @ 24.00 psf 4.50 feet of Ext. Wall @ 13.00 psf Lines A to B 4.50 feet of Int. Wall @ 8.00 psf V I BU p - horiz. ULl 129 p - nonz. Seismic Roof Loading Tributary Weights = 17.00 feet of Roof @ 24.00 psf 0.00 feet of Ext. Wall @ 13.00 psf Lines A to C 9.00 feet of Int. Wall @ 8.00 psf V =p - oriz. ULF 56 pit - noriz. Seismic Roof Loading Tributary Weights = 42.00 feet of Roof @ 24.00 psf 4.50 feet of Ext. Wall @ 13.00 psf Lines A to D 13.50 feet of Int. Wall @ 8.00 psf V I YZ p - horiz. p ora. Seismic Roof Loading Tributary Weights = 32.00 feet of Roof @ 24.00 psf 9.00 feet of Ext. Wall @ 13.00 psf Lines 1 to 2 0.00 feet of Int. Wall @ 8.00 psf V =r 145 plf - horiz. ULT 103 plf - horiz. W/S (ULT/1.4) Seismic Roof Loading Tributary Weights = 25.00 feet of Roof @ 24.00 psf 9.00 feet of Ext. Wall @ 13.00 psf Lines 2 to 3 0.00 feet of Int. Wall @ 8.00 psf V = 1 17pif - horiz. ULT 84 plf - horiz. W/S (ULT/1.4) Copywnte 2000 - Spyder Software 12/18/00 - Lateral Analysis - Schreder Residence - R.C.E. job 2000.108 Seismic Roof Loading Lines 3 to 4 =r 182 plf - horiz. ULT 130 plf - horiz. W/S (ULT/1.4) Seismic Roof Loading Line 4 2nd Floor Existing Residence V = 207 plf - horiz. ULT 148 plf - horiz. W/S (ULT/1.4) Py L 7 Tributary Weights = 38.50 feet of Roof @ 24.00 psf 9.00 feet of Ext. Wall @ 13.00 psf 9.00 feet of Int. Wall @ 8.00 psf Tributary Weights = 58.00 feet of Roof @ 18.00 psf 11.00 feet of Ext. Wall @ 11.00 psf 10.00 feet of Int. Wall @ 10.00 psf Seismic Roof Loading Tributary Weights = 26.00 feet of Roof @ 18.00 psf Lines 4 1 st Floor 18.00 feet of Ext. Wall @ 10.00 psf Existing Residence 13.50 feet of Int. Wall @ 11.00 psf 50.00 feet of floor @ 10.00 psf V = 212 plf - horiz. ULT 152 plf - horiz. W/S (ULT/1.4) Copywrite 2000 - Spyder Software 12/18/00 - Lateral Analysis. - Schreder Residence - R.C.E. Job 2000.108 Lateral Load Summary Existing Residence Wall Line ID Lateral Load Summary 1st Level Loadings Unit Loads Seismic Wind Wall Loads Seismic Wind Controlling Load Case Wall Line ID Tributary Length (ft.) Unit Loads Seismic Wind (p.l.f.) (p.l.f.) 2.05 3.74 Wall Loads Seismic Wind (kips) (kips) Controlling Load Case A-(1 to 2) 12.0 129 148 1.55 1.78 Wind Controls A-(2 to 3) 9.0 56 148 0.50 1.33 Wind Controls A-(3 to 4) 15.5 137 148 2.13 2.29 Wind Controls B 12.0 129 148 1.55 1.78 Wind Controls C 9.0 56 148 0.50 1.33 Wind Controls D 15.5 137 148 2.13 2.29 Wind Controls 1 19.5 103 207 2.02 4.03 Wind Controls 2 -North Side 19.5 103 207 2.02 4.03 Wind Controls 2 -South Side 8.3 84 207 0.69 1.71 Wind Controls 3 -North Side 8.3 84 207 0.69 1.71 Wind Controls 3 -South Side 19.5 130 207 2.54 4.03 Wind Controls 4 19.5 130 1 207 2.54 4.03 Wind Controls Lateral Load Summary Existing Residence Wall Line ID Tributary Length Unit Loads Seismic Wind Wall Loads Seismic Wind Controlling Load Case 4 Existing 1 st 13.5 152 277 2.05 3.74 Wind Controls 4 Existing 2nd 9.0 148 1 209 1.33 1 1.88 Wind Controls Copywrite 2000 - Spyder Software 12/18/00 - Lateral Analysis - Schreder Residence - R.C.E. job 2000.108 A I st Level (UBC Section 1630.1) 9.00 13.00 North-South Direction: So" Shear 6.31 kips .II p Max 1.03 w Wall Line Lateral Wall Wall Wall Applied OTM Forces Applied Forces Resisting OTM Resistive Net Uplift Comments ID • Load I Height I Length r, Stress Uniform Point OTM I Uniform Point OTM Force Used 100% of Tabulated Valves See Note (kips) (feet) (feet) 0.16 (plf) (kif) (kips) (foot -kips) (klf) (kips) (foot -kips) (kips) Simpson Products A 4.18 9.00 13.00 0.16.I .II w Ist Seismic Level 9.00 13.00 0.16 104 12.14 0.117 8.40 0.288 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 1.78 9.00 7.50 0.16 104 7.01 0.117 2.80 0.561 PHD2 w/ DBL 2x POST at SSTB16 A.B. Wind 9.00 4.00 0.16 104 3.74 0.117 0.80 0.735 PHD2 w/ D8L 2x POST s SSTB 16 A.B. 9.00 4.00 0.16 104 3.74 0.117 0.80 0.735 PHD2 w/ DBL 2x POST u SSTB16 A.B. Horizontal Diaphragm Lengths et Stresses 5.40 9.00 13.00 142 16.63 0.117 6.59 0.772 PHD2 w/ DBL 2x POST s SSTB 16 A.B. Wind o.c. 9.00 13.00 142 16.63 0.117 6.59 0.772 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 9.00 4.00 142 5.12 0.117 0.62 1.123 PHD2 w/ DBL 2x POST at SSTB 16 A:B. 9.00 4.00 142 5.12 0.117 0.62 1.123 PHD2 w/ DBL 2x POST 81 SSTB 16 A.B. 9.00 4.00 142 5.12 0.117 0.62 1.123 PHD2 w/ DBL 1z POST at SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses East Side West Side Sill Plate Shear Anchorage for above wall line feeE) (If) (feet) I Bolt Dia. In. Ca ad kis 5 acin In. o.c. C I- - w z POST BL SSTB 16 A.B. ISE Seismic Level 9.00 3.00 0.41 266 7.17 0.117 0.45 2.241 PHD2 w/ DBL 2x POST H SSTB 16 A.B. 1.78 9.00 3.00 296 7.99 0.117 0.35 2.547 PHD2 w/ DBL 2x POST et SSTB16 A.B. Wind 9.00 3.00 296 7.99 0.117 0.35 2.547 PHD2 w/ DBL 2x POST at SSTB16 A.B. Horizontal Diaphragm Lengths et Stresses Ears SideWest Side L SIII Plate Shear Anchorage for above wall line feet If) Feet I Bolt Dia. in. Cap ad kis 5 acin.in o.c. C 0.50 - w x P03T-UMTB 16 A.B. 1st Seismic Level 9.00 5.00 0.08 52 2.34 0.117 1.24 0.210 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 1.33 9.00 5.00 133 5.99 0.117 0.98 1.004 PHD2 w/ DBL 2x POST s SSTB 16 A.B. Wind 9.00 5.00 133 5.99 0.117 0.98 1.004 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Horizontal Diaphragm Lengths ax Stresses East Side West Side L Sfll Plate Shear Anchorage for above wall line (feet) If) (feet) I Bolt Dia. In. Ca ad k s S adn U.bLxj 40n. o.c. D 2.13 . w x at A. . ISE Seismic Level 9.00 5.25 0.32 209 9.87 0.090 1.05 1.679 PHD2 w/ DBL 2x POST et SST816 A.B. 2.29 9.00 5.25 218 10.32 0.090 0.83 1.809 PHD2 w/ DBL 2x POST 6t SSTB16 A.B. Wind 9.00 5.25 218 10.32 0.090 0.83 1.809 PHD2 w/ DBL 2x POST et SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses East Side West Side L SIII Plate Shear Anchorage for above wall line feet 1 feet 1 Bolt Dia. In. Ca ad PSI S acin I- 4Z n. o.c. CopYwrfre TOOO - Spyder Software 12/18/00 - Lateral Analysis - Schreder Residence - R.C.E. job 2000.108 2 2.71 9.00 17.00 Is[Level (U BC Section 1630.1) 0.913 w/ DBL 2x POST B SSTB 16 A.B. ISE Sebmlc 1 18.49 East -Wes[ DIrectlon: TD2 Story Shear 12.31 kips 51.63 0.072 6.94 2.629 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Wind p Max 1.00 Level East Side West Side Wall Line ID • lateral Load Wall Height Wall Length q Wall Stress Applied OTM Forces Uniform Point Applied OTM Forces Reshdng OTM Uniform Point Reshdve OTM Net UDIif[ Force Comments Used 100% of Tabulated Values See Note (kips) (feet) (feet) (plf) (kin (kips) (foo[-it,D[I (kif) (kips) (foot -kips) (kips) Simpson Products I 2.02 9.00 24.00 0.13 84 I8.15 0.1 17 28.64 No Net Uplift No Holdown Required! lu Sehmic East Side West Side Sill Plate Shear Anchorage for above wall line Level 4.03 9.00 24.00 168 36.28 0.117 22.46 0.576 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Wind Horizontal Diaphragm Lengths et Stresses East Side West Side 5111 Place Shear Anchorage for above wall line (feet) (I feet (I Bolt Dia. in. Ca ad kl s 5 acin 0.500 0.81 B 48 in. o.c. 2 2.71 9.00 17.00 0.25 1 159 24.37 0.072 8.84 0.913 w/ DBL 2x POST B SSTB 16 A.B. ISE Sebmlc 1 18.49 0.072 TD2 Level 5.74 9.00 17.00 337 51.63 0.072 6.94 2.629 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Wind Horizontal Diaphragm Lengths ar Stresses Level East Side West Side 9.00 Lcapacity Sill Plate Shear Anchorage for above wall line 147 (ee[ I fee[ (I 10.56 0.117 Bol[ Dia. in. kis S acin 0.923 PHD2 w/ DBL 2x POST at SSTB16 A.B. 0.500 0.818 24 In. o.c. 3 3.23 9.00 14.00 0.23 147 18.49 0.072 6.00 0.892 PHD2 w/ DBL 2x POST a SSTB 16 A.B. Ist Seismic Level 9.00 - 8.00 0.23 147 10.56 0.117 3.18 0.923 PHD2 w/ DBL 2x POST at SSTB16 A.B. 5.74 9.00 14.00 261 32.85 0.072 4.70 2.011 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Wind 9.00 8.00 261 18.77 0.117 2.50 2.035 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses East Side West Side Sill Plate Shear Anchorage for above wall line feet I fee[) (I Bolt Dia. In. Ca ad kl s S acing 0.500 0.818 36 In. o.c. 4 2.54 9.00 5.00 0.29 181 8.15 0.117 1.24 1.382 PHD2 w/ DBL 2x POST a SSTB 16 A.B. Ist Seismic Level 9.00 9.00 0.19 181 14.67 0.117 4.03 1.183 PHD2 w/ DBL 2x POST et SSTB 16 A.B. 4.03 9.00 5.00 288 12.96 0.117 0.98 2.396 PHD2 w/ DBL 2x POST s SSTB 16 A.8. Wind 9.00 9.00 288 23.32 0.117 3.16 2.240 PHD2 w/ DBL 2x POST a SSTB 16 A.B. Horizontal Diaphragm Lengths H Stresses East Side West Side Sill Plate Shear Anchorage for above wall line feeQ (I fee[) I Bolt Dia. in. ad k s 5 acin 0.500 0.818 30 in. o.c. CoPYwrfze 2000 - SDYOer So/nvam 12/18/00 - Lateral Analysis - Schreder Residence - R.C.E. Job 2000.108 4 Ist Level (UBC Section 1630.1) 2nd Level (UBC Section 1630.1) 8.50 East-West Direction: Story Shear 13.45 kips Story Shear 10.00 kips 0.00 Existing Residence p Max 1.00 p Max 1.00 No Strap! w/ No Holdown Required! Wall Lim Lateral Wall Wall Wall Applied OTM Forces Applied Faces 0.esBting OTM Resistive Net Uplift Comments ID • Load I Height I Length r, Stress I Uniform Point OTM I Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) I (elf) (klf) (kips) (foot -kips) (klf) (kips) (fwt-kips) (kips) Simpson Products 4 1.33 9.00 8.50 0.05 53 0.00 0.090 2.76 No Net Uplift No Strap! w/ No Holdown Required! 2nd Selsmic Level 9.00 5.40 0.05 53 0.00 0.090 1.12 No Net Uplift No Strapl w/ No Holdown Required! 9.00 3.50 0.05 53 0.00 0.090 0.47 No Net Uplift No Strap! w/ No Holdown Required! 9.00 7.50 0.05 53 0.00 0.090 2.15 No Net Uplift No Strap! w/ No Holdown Required! 1.88 9.00 8.50 75 5.77 0.090 2.17 0.424 MST37 w/ PHD2 w/ DBL 2x POST s SST816 A.B. Wind 9.00 5.40 75 3.67 0.090 0.87 0.517 MST37 w/ PHD2 w/ DBL 2x POST at SSTB 16 A.B. 9.00 3.50 75 2.38 0.090 0.37 0.574 MST37 w/ PHD2 w/ DBL 2x POST eT SSTB 16 A.B. 9.00 7.50 75 5.09 0.090 1.69 0.454 MST37 w/ PHD2 w/ DBL 2x POST K SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses East Side West Side SIII Plate Shear Anchorage for above wall line feet I feet 1 Bolt Dia. In.) Ca aci kis 5 acin 0.500 0.818 48 In. o.c. 4 2.05 9.00 5.00 0.15 98 4.41 0.090 0.96 0.691 PHD2 w/ DBL 2x POST tK SSTB 16 A.B. Is( Seismic Level 9.00 5.00 0.15 98 4.41 0.090 0.96 0.691 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 9.00 5.50 0.15 98 4.86 0.090 1.16 0.672 PHD2 w/ DBL 2x POST u SSTB 16 A.B. 9.00 6.00 0.15 98 5.30 0.090 1.38 0.653 PHD2 w/ DBL 2x POST tR SSTB 16 A.B. 3.74 9.00 5.00 174 7.82 0.090 0.75 1.413 PHD2 w/ DBL 2x POST H SSTB 16 A.B. Wind 9.00 5.00 174 7.82 0.090 0.75 1.413 PHD2 w/ DBL 2x POST s SSTB 16 A.B. 9.00 5.50 174 8.60 0.090 0.91 1.398 PHD2 w/ DBL 2x POST at SSTB 16 A.B. 9.00 1 6.00 174 9.38 0.090 1.08 1.383 PHD2 w/ DBL 2x POST at SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses East Side West Side SIII Plate Shear Anchorage for above wall line (feet) I feet) I Bolt Dla. (In. Capaci0.81 kis S acin 0.500 B 48 CoPYwrfre 2000 - SPYAer Soltwarn WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN Beam1 Wood Works® Sizer 97d Dec. 18, 2000 10:46:44 COMPANY I PROJECT R. C. E. I Schreder Residence 336 Broadway #7, Chico, CA 95928 1 41 Falcons Pointe Rd. (530) 894-8801; fax (530) 894-8805 1 Chico CA e-mail: cj@r-c-e.com I R.C.E. 2000-108 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 9.00 [ft] Load Combinations: ICBG -UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< --------------------------------------------------------------------------- --------------------------------------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 24 (16.00)* No 2 Constr. Full Area 16 (16.00)* No *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 1 9.0 ft I " ---------- ------------------- Dead I 1796 1796 Live 1 1152 1152 Total 1 2948 2948 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No. 1, 6x12 @15.023 plf This section PASSES the design code check. ########################################################################### ----------------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) ----------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------------I Shear fv @d = 55 Fv' = 106 fv/Fv' = 0.52 Bending(+) fb = 656 Fb' = 1687 fb/Fb' = 0.39 Live Defl'n 0.03 = <L/999 0.30 = L/360 0.11 Total Defl'n 0.09 = <L/999 0.45 = L/240 0.19 ----------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ----------------------------------------------------------------- Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 ---------------------------------------------------- ADDITIONAL DATA ------------------------------------------------------------- Bending(+): LC# 2 = D+C, M = 6632 lbs -ft Shear : LC# 2 = D+C, V = 2948, V@d = 2320 lbs Deflection: LC# 2 = D+C Total Deflection = 1.00(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (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. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. FI I WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN Beam2 WoodWorks® Sizer 97d Dec. 18, 2000 10:46:36 COMPANY I PROJEC R. C. E. I Schreder Residence 336 Broadway #7, Chico, CA 95928 1 41 Falcons Pointe Rd. (530) 894-8801; fax (530) 894-8805 1 Chico CA e-mail: cj@r-c-e.com 1 R.C.E. 2000-108 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: ----------------------------------------------------- material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 9.00 [ft] Load Combinations: ICBO-UBC - ----------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< --------------------------------------------------------- Load I Type 1 Distribution 1 Magnitude I Location I Pattern I I 1 Start End I Start End I Load -----I--------I-------------- I ----------------- I ----------------- I---=---- 1 Dead Full Area 24 (18.00)* No 2 Constr. Full Area 16 (18.00)* No *Tributary Width (ft) ------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) -------------------------- I 9.0 ft I ---------- ------------------- Dead 1 2000 2000 Live 1 1296 1296 Total 1 3296 3296 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No. 1, 6x10 @12.411 plf This section PASSES the design.code check. ------------ ########################################################################### ------------------------------------ SECTION vs. DESIGN CODE (stress=psi, deflection=in) -------------------------------------- Criterion I Analysis Value I Design Value 1 Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 78 Fv' = 106 fv/Fv' = 0.73 Bending(+) fb = 1076 Fb' = 1687 fb/Fb' = 0.64 Live Defl'n 0.07 = <L/999 0.30 = L/360 0.23 Total Defl'n 0.17 = L/628 0.45 = L/240 0.38 ------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ---------------------------------------------------------------- Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 ---------------------------------------------------- ADDITIONAL DATA ---------------------------------------------------------------- Bending(+): LC# 2 = D+C, M = 7416 lbs -ft Shear : LC# 2 = D+C, V = 3296, V@d = 2716 lbs Deflection: LC# 2 = D+C Total Deflection = 1.00(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (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. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. HI WOOdWorkS®' Sizer _ SOFTWARE FOR WOOD DESIGN l Beam3 WoodWorks(D Sizer 97d Dec. 18, 2000 11:15:44 COMPANY I PROJECT R. C. E. I Schreder Residence 336 Broadway #7, Chico, CA 95928 1 41 Falcons Pointe Rd. (530) 894-8801; fax (530) 894-8805 1 Chico CA e-mail: cj@r-c-e.com I R.C.E. 2000-108 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: ------------------- material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 11.00 [ft] Load Combinations: ICBG -UBC --------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 24 (16.00)* No 2 Constr. Full Area 16 (16.00)* No *Tributary width (ft) ----------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ----------------------------- I 11.0 ft I^ ---------- ------------------- Dead 1 2195 2195 Live 1 1408 1408 Total 1 3603 3603 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No. 1, 6x12 @15.023 plf This section PASSES the design code check. ########################################################################### -------------------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) ---- -------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I --------------I---------------- I----------------I------------------I Shear fv @d = 71 Fv' = 106 fv/Fv' = 0.66 Bending(+) fb = 981 Fb' = 1687 fb/Fb' = 0.58 Live Defl'n 0.08 = <L/999 0.37 = L/360 0.21 Total Defl'n 0.19 = L/682 0.55 = L/240 0.35 ---------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ---------------------------------------------------------------- Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 ------------------------------------------------ ADDITIONAL DATA --------------------------------------------------------------- Bending(+): LC# 2 = D+C, M = 9907 lbs -ft Shear : LC# 2 = D+C, V = 3603, V@d = 2975 lbs Deflection: LC# 2 = D+C Total Deflection = 1.00(Defln_dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (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. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam4 Wood Works® Sizer 97d Dec. 18, 2000 10:46:10 COMPANY I PROJECT R. C. E. I Schreder Residence 336 Broadway #7, Chico, CA 95928 1 41 Falcons Pointe Rd. (530) 894-8801; fax (530) 894-8805 1 Chico CA e-mail: cj@r-c-e.com I R.C.E. 2000-108 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: 4xbeams lateral support: Top= Full Bottom= @Supports total length: 7.00 [ft] Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< --------------------------------------------------------------------------- --------------------------------------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 24 (18.00)* No 2 Constr. Full Area 16 (18.00)* No *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) --------------------------------------------------------------------------- --------------------------------------------------------------------------- ########################################################################### DESIGN SECTION: D.Fir-L, No. 2, 4x10 @ 7.690 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) --------------------------------------------------------------------------- --------------------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 92 Fv' = 119 fv/Fv' = 0.77 Bending(+) fb = 1072 Fb' = 1312 fb/Fb' = 0.82 Live Defl'n 0.04 = <L/999 0.23 = L/360 0.18 Total Defl'n 0.11 = L/789 0.35 = L/240 0.30 ---------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# --- ----------------------------------------------------- Fb'+= 875 1.25 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 --------------------------------------- ADDITIONAL DATA ------------------------------------------------------ Bending(+): LC# 2 = D+C, M = 4457 lbs -ft Shear : LC# 2 = D+C, V = 2547, V@d = 1986 lbs Deflection: LC# 2 = D+C Total Deflection = 1.00(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (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. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 7.0 ft I^ ---------I------------------- Dead 1 1539 1539 Live 1 1008 1008 Total 1 2547 2547 B.Length 1 1.2 1.2 ########################################################################### DESIGN SECTION: D.Fir-L, No. 2, 4x10 @ 7.690 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) --------------------------------------------------------------------------- --------------------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 92 Fv' = 119 fv/Fv' = 0.77 Bending(+) fb = 1072 Fb' = 1312 fb/Fb' = 0.82 Live Defl'n 0.04 = <L/999 0.23 = L/360 0.18 Total Defl'n 0.11 = L/789 0.35 = L/240 0.30 ---------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# --- ----------------------------------------------------- Fb'+= 875 1.25 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 --------------------------------------- ADDITIONAL DATA ------------------------------------------------------ Bending(+): LC# 2 = D+C, M = 4457 lbs -ft Shear : LC# 2 = D+C, V = 2547, V@d = 1986 lbs Deflection: LC# 2 = D+C Total Deflection = 1.00(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (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. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN Beam5 WoodWorks® Sizer 97d Dec. 18, 2000 10:45:54 COMPANY I PROJECT R. C. E. I Schreder Residence 336 Broadway #7, Chico, CA 95928 1 41 Falcons Pointe Rd. (530) 899-8801;.fax (530) 894-8805 1 Chico CA e-mail: cj@r-c-e.com I R.C.E. 2000-108 DESIGN RESULTS - NDS -1997 Beam DESIGN DATA: material LVL n -ply total length: 12.50 [ft] Load Combinations: ICBO-UBC ------------------------------------ INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< --------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 24 (9.00)* No 2 Constr. Full Area 16 (9.00)* No 3 Dead Full Area 10 (9.00)* No *Tributary Width (ft) SUGGESTED SECTIONS that PASSED the CODE CHECK: --------------------------------------------------------------------- I Species I ply-bxd I Axial I Bendingl Comb'd I Shear I Disp./ I Grade I in I fc/Fc'I fb/Fb' I I fv/Fv'I ------- -------- Allow. I-------------- I ----------- I ------- I 1.8E -------- I -------- I I 1 2200Fb 2- 1.75x11.875 0.48 0.25 0.46 >>For more detailed output, select a Suggested Section from the Data Bar.<< DESIGN NOTES: Please verify that the default deflection limits are appropriate for your application. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. p 1-1 WOOdWOrkSU SIZ@P SOFTWARE FOR WOOD DESIGN Beam6 Wood Works® Sizer 97d Dec. 16, 2000 10:44:44 COMPANY I PROJECT R. C. E. I Schreder Residence 336 Broadway #7, Chico, CA 95928 141 Falcons Pointe Rd. (530) 894-8801; fax (530) 894-8805 1 Chico CA e-mail: cj@r-c-e.com I R.C.E. 2000-108 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: Glulam Simple lateral support: Top= Full Bottom= @Supports total length: 10.00 [ft] Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 18 (13.00)* No 2 Constr. Full Area 16 (13.00)* No 3 Dead Full Area 10 (9.00)* No 4 Live Full Area 40 (9.00)* No 5 Dead Full Area 11 (11.00)* No *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 1 10.0 ft I I ----------I------------------- Dead 1 2298 2298 Live 1 2840 2840 Total 1 5138 5138 B.Length 1 1.5 1.5 ########################################################################### DESIGN SECTION: VG West.DF, 24F -V4, 5.125x12 @14.608 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 100 Fv' = 237 fv/Fv' = 0.42 Bending(+) fb = 1253 Fb' = 3000 fb/Fb' = 0.42 Live Defl'n 0.10 = <L/999 0.33 = L/360 0.29 Total Defl'n 0.17 = L/689 0.50 = L/240 0.35 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# - ------------------------------------------------------------------------ Fb'+= 2400 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 3 Fv' = 190 1.25 1.00 1.00 3 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 3 ADDITIONAL DATA Bending(+): LC# 3 = D+L+C, M = 12845 lbs -ft Shear : LC# 3 = D+L+C, V = 5138, V@d = 4110 lbs Deflection: LCR 3 = D+L+C Total Deflection = 1.00(Defln dead) + Defln_Live. (D -dead L=live S=snow W=wind I=impact C=construction) (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. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 12/14/2000 11:09:37 AM Pa �l Company Info I Project Info Jessen -Wright Structural Engineers (Project: Schreder Res. 113 W -8th Avenue Suite A !Location: 41 Falcons Point Rd. Chico, CA, 95928 1 Chico, CA 95926 Phone: 530 894-5345 (Client: Goldmann & Rose Fax: 530 894-3016 (Job No.: 2000.108 E-mail: jwse@stormnet.com (Footing Id: F1 Beam 5 (middle) FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ........................................... . ........ HardRock Concrete Cover ...................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi ColumnSize ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.0 ksf Footing Width ................................ 3.00 ft. Footing Length ..................................................... 3.00 ft. Footing Depth ......................:............................... 18.00 in. Punching Shear Stress .............................................. 5.81 psi Beam Shear Stress .................................................. .24 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .05 int (1-#4) Transverse Bottom Reinforcement Required for Strength .............. .06 int (1744) Gravity Only Soil Bearing ..................................... .8 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 4.20 0.00 0.00 Live Load 1.80 0.00 0.00 d= 18.00" X W = 3.00' As = 1-#4 Bars As = 1-#4 Bars / \� Cover = 3.00" Foot2000 ver. 1.0, Copyright ,@ 1999-2000 Spyder Software 12/14/2000 11:09:40 AM P9 F,�, Company Info Jessen -Wright Structural Engineers 113 W -8th Avenue Suite A Chico, CA, 95928 Phone: 530 894-5345 Fax: 530 894-3016 E-mail: jwse@stormnet.com Beam 5 (ends) FOUNDATION PARAMETERS I Project Info (Project: Schreder Res. (Location: 41 Falcons Point Rd. I Chico, CA 95926 (Client: Goldmann & Rose (Job No.: 2000.108 (Footing Id: F2 Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size .......................... ........... ............... 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.0 ksf Footing Width ...................................................... 1.00 ft. Footing Length ..................................................... 3.25 ft. Footing Depth ...................................................... 12.00 in. Punching Shear Stress .............................................. 14.75 psi Beam Shear Stress .................................................. 8.99 psi Reinforcing Standards per ................................... :...... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .05 int (1-#4) Transverse Bottom Reinforcement Required Inside Column Strip....... .00 int Transverse Bottom Reinforcement Required Outside Column Strip...... .00 int Gravity Only Soil Bearing .......................................... 1.0 ksf LOADING PARAMETERS - ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.10 0.00 0.00 Live Load 0.90 0.00 0.00 d = 12.00" X W = 1.00' As = 1-#4 Bars ::::T3. over00" STRUCTURAL CALCULATIONS RCE Job #2000-108 for Goldman 8t Rose Schreder Residence 41 Falcons Pointe Dr. Chico, California Calculation Index: • Gravity Loads • Lateral Analysis • Beam Analysis • Foundation Rev. 0 Rev. 1 01/31/01 Page # G1 L1 — L11 BI — B6 F1 — F2 Initial Issue Page L 1 has been revised to agree with the calculation package These Calculations have been prepared for Goldmann & Rose for the above -indicated property. The results of the calculations have been incorporated on said plans. ROBERTS CONSULTING ENGINEERING 3060 Thorntree Suitel0 • Chico, CA 95973 • (530) 894-8803 E-mail: cg@r-c-e.com 8x Website: http://www.r-c-e.com P w 5'0'/ J � y -o„ m A COO,109 I 0 N m Ar RESIDENTIAL i 011-710-007 COOK, JOHN & VICKIPERMIT#94-2121 f- 41 FALCONS POINTE DR.:,.CHICO NEW SINGLE FAMILY,, Ce�,u 7TjUv14 L-- 4 1 OFFICE Copy 't Address 4, GA 4 Meter 1 8 - y Dat Dat ELECTRIC Meter By Date----. OFFICE Copy Address— GAS Meter By Date ELECTRIC Meter By Date ELECTR Meter By'C� Date ,JOB FINALED Signatuii V- V=OK O = Not OK - =NotReadyApplicable MOBILE HOMES ' =Not Ready Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 8. Gas; Location -Teat -Wrap: / /"L"ft. / /"Net. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Teat -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 8. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. ,Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 'J MISCELLANEOUS DateAnitial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Sol ls-Size-Depth-Spacing-Connectore-Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftm. Connectors Shthg -Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 8. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftre-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 8. 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 V=OK O = Not OK - = Not Applicable RESIDENTIAL = Not Ready Q!Ftg., Main; Soils-Elec. Grnd.-/ P' Fig. Depth o/scc 6O)r arage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4-4gePorches & Decks; Soils -Steel-/ /Ftg. Depth AV I terawalls, Main; Steel-Blockouts-WraDDed (Single & Duplex) 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel a. D.W.V.; Fell -Fitting -Test -2 Way C/O -Sewer Test Peo"I 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -teat 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials Pj,UMBING (Permit) OK except N's 16. Water Htr.; Vent -Access -Combustion Air -Baffle (/17. Water Pipe; Test & Anchor -Neil Protection D.W.V.; Test -Fittings & Anchor -Nail Protection 1 hower Pan; Test, First Floor -Tub Access ?Pe --Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL Permit OK except M's dFixture & Transformer Clearance -Ins. Protection 23,-.Elec. Receptacles Spacing -Lights & Switches at Doom 24. Size -Boxes & No. of Conductors -Stapled _ ,Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 7. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Flange Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. /Ipsulated Neutral 0 Yes 0 No x-80. Service -Riser Conductors & Ground -Mein Disconnect 1. Equip. Clearances Panels -Motors -Mach. Equip. Clgthea Closet Light -Shower Light -Spa Light 1Q8 Smoke Detector Date/Initials MECHANICAL Permit OK except N's 34. g.C. Ducts Insulation & Support -Vent Fan; Exhaust above insulation L_36'Condensate Drain & Overflow; Size & Grade L, -A Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet W -Attic Access & Platform if Furnance in Attic Date/Initials FRAMING Plana OK except #'a L Proper Material & Anchors Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) kV';D_Fke Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing gate/Initials FRAMING (Continued) 45. :18agers-Post Caps -Anchors -Connectors 6. Cing. Joist-Rftr. ties-Purlin—roof Brec-Truss-Shthng.-Rfng. fireplace Ties or Type A Flue -Fireplace Throat clearance L,41 -Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles ,_-40_Bdrrn. Windows or Exiting Doors -Sill Hgt. & Dimensions . Ga ge Fire Protection Framing C—b<Property Line Firewall & Openings JZ-Ekt. Doors -One 3' -Check Garage -3rd Story, 2 Exits sa aim; Width -Headroom -Rise -Run -Lending -Fire Protection t - 4 yvyood on Roof Overhang -Attic Vents -Rafter Outriggers .itSiding-Nailing Veneer `- 56"Stu Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. azIng Area -Glass Protection -Skylights -Plastic jj (j 4ff Shear Walls; Nailing -Bolts Date/Initials FINA Plans OK except #'a Ezt taps -Door & Sidelight Protection -Landings moke Detector C_Purnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 5. G.F _4 Bath Fixtures & Tub Access -Spa c. Tri Subpanel; Breaker Sizes & Labels Rails 88: lace Stove; Clearances -Hearth ;etec.,01Gtiets at Wood Panel; Int. & Ext. & Appliance; Grnd: Air Gap -Cooking Clearance _s %JTf-Vdc. Outlets & Receptacles at Kit. Counter Fire Door, Swing -Landing -Close 3. A.C. Duct in Garage -Da Htr.; Vents-Cleara e- fii� r- nnect . n Garage: Above Floor- . ro action tZ5_Pt6., Elec. & Mach. Equip. Listed for Location 192" Receptacles in Garage; (G.F.I.)-Romex Protection 77 sulation-Foam-Looked in Attic O Yea 78. Guard Rails & Deck Construction -Post Caps 7Vents & Crawl Hole Door Inge & -Earth Clearance Looked under ❑ as ,A@. Ilowing instld.; Drive es 13 No; Walks es 13 No; V Planters 0 Yes o _dcco; Brown -Finish 82. A.C. UnB; Disconnect, ElectricAtri'llu-mbing Above Roof; PI 84. V8SExterior Elec. Trim; G.F.I. Receptacle -Underground . Ventilation Throughout House at Flnal: from Previous Inspections iters Tagged; Gas -Electric far Connected -C/O to Grade -HD to COUNTY OF BUTTE - DEPABTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-751, �/a / PERMIT NO. APPLICATION AND PERMIT / ASSESSOR PARCEL NUMBER 011-710-007 ZONING PUD BUILDING PERMIT OWNER JOHN & VICKI COOK TELEPHONE 893-4276 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2 IR 177,9 -in -nn CONTRACTOR'S NAME UNKNOWN TELEPHONE 900 C 11 700 00 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. king Fee nergy an Checking Fee $ $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS FALCONS POINTE DR CHICO PERMIT FEE $ 1739.20 PLUMBING PERMIT Filing Fee 1 20.00 Each Trap 3 7.00 1 .00 Solar or heat pump water heater 23.00 LOT NO. 7 SUBDIVISION'S NAME FALCONS POINTE PARCEL MAP Water piping 15,00 15.00 Each gas water heater or vent 15.00 15.00 USE OF STRUCTURE SF Duplex O Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 TYPE OF WORK New Q Addition ❑ Remodel 1:1Utilities 1:1Installation O Other ❑ Describe Work: 3 RDRM WITH ATTACHED GARAGE IT T ROOM PERMIT FEE $ 171.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 8001 OR LESS I 200A OR LESS 23.00 23.00 Main Service ( 200A TO 1000A 1 46.00 NEW CONST. OR ADONS? ( DW I ACCELLINGBLDS. 3.S0 FT. 147.0 NEW CONST. MULTI.OUTLET .NON RESID. ( BRANCH CIRCUITS I @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, 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) I, as the owner, am exclusively contracting with licensed contractors. (Sec 70.44) ❑ I am exempt under Sec. Business and Professions Code forthis reason ( POWER APPARATUS ' & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 RAL. @ .50 Ex. Occup.FIXED APRSID.EESLD I E ( OUTLETS I A. 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. Al shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating SPLITSYSTEM 2 30.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in,c nsequence of the granting of this permit. �7 r� X ` Date ! cam( 1p Signature of Applicant Owner ❑ Contractor El Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TrPE TAL EES 2274.75 HAZ. I S I IMP FLOOD -- .EDF j� P.QpCEL PD jL �jo !j I uE This permit is hereby issued under of the Butte County Code and/or indicat bov or hich fees have % By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. o Date 0 110 fLez �• `�� (Date) Receipt _ r165 5 J .D. WHITE-D.D.S.-B.D. CANARY -ASSESSOR I PINK -INSPECTOR I G LDENROD-APPLICANT �;Ai _- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SE4iVIC - BUILDING DIVISION 7 County Center Drive,- OrovWle, California 95965 - Telephone (916) 538-7541 ER No. ' APPLICATION AND PERMIT _ ASSESSOR PARCF NUMBER 20 N ; BUILDING PERMIT OWNER ELEPHONE z SQ. Fr, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS z� z 906 CONTRACTOR'S AME TELEPHONE Q O CONTRACTOFid MAILING ADDRESS ` D Fireplace �O CONSTRUCTION LENDER UNKNOWN Total Valuation $ 2 Q LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ HITECT OR INEELICENSE NO. Plan Checking Fee .$t. 6, C Z 0 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 2.3_0-0 Penalty $ BUILDING ADORES$ t !f PERMIT FEE $ 739. Z r PLUMBING PERMIT Filing Fee 20.00 Each Trap 46 7.00 Solar or heat pump water heater 23.00 LOT N . SUB IVI ION'S NAME P RC EL MAP q M -,Fl / Water piping 15.00 Each gas water heater or vent 15.00 y USE OF STRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 �¢ Building sewer 15.00 (s Mobile Home S G I W @20.00 TYPE OF WORK New�(Addition_u R odel Utilities O Installation O Other O � Describe Work: _ /• iT A A,l-A-(_/1Y, er PERMIT FEE $ • p Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service IIOOVORLESS 200A OR LESS ) 23.00 . ^ 0 O N� Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 6 ACC. BLOS. ) g0, 3.5C s,, CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification Cl I, as the owner, 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) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET •NON•RESID. ( BRANCH CIRCUITS ) @7.50 ( POWERAPPARATCS ) 8 SINGLEU OTLET IR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 SAL. .50 FIXED APPLNS. OR Ex. Occu p' ) (. OUTLETS IRESID.1 EA 5.00 Temporary Service 23.001 •G� Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. O I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. Q I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE S �v Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating-,intpoo - Cooling Hood 6.50 ,S(7 Ventilation ,!5 0 1 9. Op PERMIT FEE $ J5,0 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to06 enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue ainst said County in consequence of the granting of this permit. X Date A go.,is Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee$ Energy Inspection Fee $ - DCC CONST. TYPE TOTAL FEES 7 !� HAZ. 1 D. FEES I IMP I FLOOD COf PARCyC PD I HD ISSUF permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Date PERMITEXPIRESON /Date/ Receipt No. /630-J/2_7 / / Zt? LO�� WHITE-D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i COUNTY OF BUTTE BUILDING DIVISION 3 DEPARTMENT OF DEVELOPMENT SERVICES 1 f-69 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 '747 Elliott Road, Paradise, CA - (91'6) 872-6307 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 notify this office when correction of work is completed.u Piave any questions pertaining to this matter, or need additional explanation, , please c a`t this-3ffice,immediately. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION. NOTICE OWNER r ". 11:21 / PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above a dress and should be corrected. Please notify this office when correction of work is complet . If you have any questions pertaining to this matter, or need additional explanation, please c tact -his office immediately. r. i - - — -- %, - 72 INSal- X47" oculi S k/ ^-'L� Date � r55 Inspector REV 10/92 INSULA?lON CVftTI.Fi.CAI'R NIRIfIRk ANI) StItI!R't -- -_ �� '�-y� CITY COUNTY�iiBuiiii.�ciA�"" _ 7—__7 COUNTY LUT NUMt1ER UF.SCRI.PlION OF .INSTALLATION RO()f MA'ITPR I Al. NRAND HARR 'tn t (;KNt;S5 (Int-bj". - — �- ..'1 nRR.HAL 1tE515TANCE (R-VAt.Uf! j -�—~— (;P.I.1.iRG 11ATTS nt ALANKET TYPR DATTS ARAND NAMR CER•rAtNTF.EU _ III I.CKNESS(I"cite n)_ _ _ THRAMAL RRSISTAW K(R-VALUE)+ --_—_ LOOSE FILL, TYPR �g3�RCLAS,"BRAND NARK CER_ TAINTEBU CONTRACTORS MLN INSTALLP,U WT lb H].N1.MUH TitiCRNP,SS INCITER MANUFACTURKR'S .INSTALLED Wt h6R St) FT ACIIg1VR TIIRR`AL tIESiSTANCI►.Z :VAI.UI.) R- RXTF.RI.OR WALL HATP.R].AL _FItIC.RG1.ASs 11aANU NAHE .�rxtA.t�tl Trit.CKNRSS(inches)_ THERMAL 1t)SSISTANCE(R VA1.UB) R-� ---- RAISRU FLOOR MATRRI.AI. F1]IP.RI�].AS.S_ _)IRANt) NAME CERTA1NTE_EU _ TtI(;1KNEW l.nchea)____ 1119RHAL RES ISTAKE (R-VAI..UR) _ R,—L� SLA" FLOOR MATERIAL „ DOW NAME T111CKNR.. .1 rhenj--�` THERMAL RRS1S'tANCR(R-VA1.UR) WIU1'11(l.„thee) ----- FOUNDATION WALL MATPRIAL BRAND NAME, t11.i.CKNBSS ncli�nj_-_-- THERMAL RP5ITiTARCI,(R-VAi.i FJ''--- UF.CLARATION I heteby certify that the above .insulation was above location In confntmattcp With tht tuttent tenidentlat buildings Ctlntnlnpd In T11:10% 24 of Teg--C� � eneral-Co -, ac�or(Iluiii.cie-ij_ - --'—_ - Siphetu'(6• and 'title ItAWK1NS INDUSTRI.ES, ].NC. Sub-Contractor(iusiiTatinninstlfllet _�-SC�CRR'tAltY S.ipnnZUt n .C�� inntatled 3.n the building; at the Duilding Rnrtgy Stnndatdn .for new the California Adminnttative Code. l,.tcense fiiirnlier G221tI�i ___�_ ' '�-•�r 9j Llcenee g Date OK m s ;�a,,::t,{G'rrtR'-%ii.dw'i'vie'�.�rl.. .:M� ...!'1.,::"�j1ai �GM'.:tr*,o,+t��7y��}k%P-;�Miv-�.i`�Xs„yy,<-::�,�i.�i�':��..��.�..ra.-.rh++i.r"�r„i.•...«..:.....-...-•,-+--. i. ,,,..w...n•v.,. .vr ,,,_i�i'+�P�....-+.w. "'. ;r ,i COUNTYOFBUTTE -DEPARTMENTOFDEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER 7-Z)h ? A. P. No. n%/ i7ca_ct`�`7 Proposed Building Use Building Inspector At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ ' 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation. :................... 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ L 5-03.55 . ............. o� Impact fees as shown on attached schedule.$ik Califorer nia Department of Forestry plan approv fees -t. T 13. Flood elevation letter (100 year floo by California ngineer. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A)' Improvements (B) Drainage. . f 19. `Driveway permit (construction approval required prior to occupancy) . ............ . t Pn3-Inspectim request 20. Pre -inspection for required. .. to Building inspector (Date) i 21. Contractor's license information. No., Name Style, Classification . 22. Certificate of Workmans Compensation Insurance . .......................... a 23. Owner -Builder Verification (Given to owner , Mail to owner . ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When ou issue the_permit, process as follows: Mail _Lo oyvner. Mail to contractor. Telephone 3'cfZ7band hold for pickup at C M (C'e2 office. Deliver with inspector. Other Parcel. Creation C J� J `„ S 7 d� C/ Acreage Applicant Y� Date T Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permi issu e' Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone mail Counter by _ Date Plans checked by Date Plans approved by Date 2 Sets of plans on hold in V File cabinet AP folder N Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - .BUILDING DMSION 7 COUNTY CENTER DRIVE, f ,, n I OWNER J�V l OROVILLE G1 95963 - TELEPHONE (916) 538-7541 PROPOSED BUILDING US -`E. bo 5-c� Commercial (per sq.ft) x = sq.ft. amt. REC3EATION DISTRICT FEES (paid at District Office)...:1..-.. ............ DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. SRA FIRE INSPECTION AND PIAN CHECX = $89.00...... (paid at Building Department? 7. OTHER 8. OTHER A. P. V Q 6 746 `007 DATE �P REC. # DATE REC 0. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE ' \ 1. SCHOOL DISTRICT FEES C� (paid at District Office) ..\ ...................... 2. SHERIFF FEES _ (paid at Building Department) �� Residential...... x = unit amt. Commercial (sqft) x =$ .sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ units amt. Commercial (per sq.ft) x = sq.ft. amt. REC3EATION DISTRICT FEES (paid at District Office)...:1..-.. ............ DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. SRA FIRE INSPECTION AND PIAN CHECX = $89.00...... (paid at Building Department? 7. OTHER 8. OTHER A. P. V Q 6 746 `007 DATE �P REC. # DATE REC 0. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE Return to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEM.8NT 94-32678* !' Building Division FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires 'this acknowledgement be recorded prior to issuance of a building permit. 94-0326781 Rec Fee 6.00 The property described herein is adjacent to land or included - I Cash 6.00 within an area zoned for agricultural purposes, and residents Recorded I of this property may be subject to inconveniences or Official Records I discomfort arising from the use of agricultural chemicals, County of I including, but not limited to herbicides, pesticides, and Butte I fertilizers; and from the pursuit of agricultural operations Candace J . ,Grubbs I including, but not limited to cultivation, plowing, spraying, i Recorder I pruning, and harvesting which occasionally generate 2:03ptn 2 -Aug -94 PUBL XX 1 dust,smoke, noise, and odor. Butte County has established _I _ agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: (�a.rce. I Z Lof ? I as 5houwn �on+ha* ce-r+c, 'n rna.p P-n+iJ-1P-d, F0-Ic0nS `(loin+.e i�lczr)neck_ �n1t-De-ve.-1.opffv,nf -Phase, I Which MOL cOas reCordeJ_ �44\,q C�oftKe, Cecorde-r o�-4\P-C LLv`h� o� Binz,SFade nFCali�orn�cLt On F-elor",w-J i01 19CI31 Iii 41,xe'h0ok �c)-ln obaps, a+- �P S &9 hrowSh a . 5 (ec+ +o cov enol n+s , Co)\d,Lkl ow:, amd. rQ4,w, Ch crr S r�eord ed Af�r i L I q , I of o, 3 / V n d e r' u EC( r` r'c--�rderS -S/,? lct(. No. 93-15Ib To au. A-4\ 0'+ Par- o n o'(�- C\ i ce)C h C h r\ �0 2re to re a�a�done�� V:\Y\l rl0yiK4 V- o -nd aaj , a cel J -4v � �JD�-44Eve 1� i.1 n 2. o C- Kofi r7 of -0, above r\a f S o o a,nd on ekre <-o l� i o-�, r,0Cord..e� OAA'L, I `F U n Pk i� �.if v Cows �'�j (Zech-� dpi s S 21 YLo . rr 3 -1 9 3 o 9 g)<C.Q(-1-i�°4-1-tre(rrpm a-1 Por -6 on (3 Sa,> cC cband onme4x+ L'Jr ev h. s C+mad'3acev� �o Sam-+hev-�� I Ing o�LOf� ��o SaA- S�.��c ,'S oh� aboueOmd nor+ Qr1i o-� {'1�2 Cen+2,1�II ne OF- Ch Lc.6 CC -*A o,� �oQd` evein "ondonRd. Date: c3- r'I PROPERTY OWNERS: Viol Fau e_ Cea CL D� .-k. �. a.ka.. V...F; •Goofy State of California County of Azalb On before me, personally appeared r proved to meson the basis of satisfactory evidence) to be the person('whose nam' is/ subscribed to the within instrument and acknowledged to me that I�/she/tf executed the same in /her/tWr authorised capacity yi, and that by�/her/t signature on the instrument, the perlon , or the entity upon belfalf of which the person('ed, executed the instrulment. WITNESS my hand and official seal. JUDY N. BROWNFIEIp COMM. # 977416 sa Z z BUTTE COUNTY Notary Public - California ' Signature/ �1Seal: My Comm. Expires NOV 8, 1996 A.P. # BUTTE COUNTY PARRS DEVELOPMENT FBS CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s) Proper -.y Owner 061A 4 V jr kj ( Projec_ Location/Address Subdivision �r e2,,U 4-C,.F)r, Lot Number(s) � Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Commen _ : aLoo.. B 611ding De artment Repr2sentative Pfate Chico Area Recreation and Park District(CARD) certifies that (Applicant Name Z� � � ►'1 \1 O Y1 1� 1, � S Street Address) (city) V, State q 3 - t..f. a v76 (Phone Number) CS9 0 Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payments for dwelling units @ $1,189 for total payment of $ CARD R"pr sentay"`ve PAID BY CHECK NO. ��� � REMARKS: BANK NG. �d � 55 O f Z � PAID BY CASH RECEIPT NO. II -7 Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) C7/ D Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. CHECK ,7".S:=n7A'�'" fi*n.Y�rvrt`^:i��.7Pgrjvr..,Y. i'nY»@y.r^^."?'"� ^.,. .-�""squ^r--+-s+ra+...—..rr....r.,.r'.�..e...,�.��is.rrr �*Yx"•WN'+'---,c+»nvs-;wr� �s,...,,.�,,,,�.,..,�Q,srf.<?.k^'z�i ra"ir;T:„�" BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One F%! Per�,Building) School District (Gtr f' Building Department No. A, P. Number ✓ O —Wt Jurisdiction ❑ City --County Property Cwner. Property Location/Address CdwS CwlrYC v� Subdivison -"o k) S 0.Lot No. % Residentia Development ❑ Sq. Footage N . of Li ing Addition (Group R) Commercial/Industrial �"''� ❑ ❑ Sq. Footage New Addition (Including Exterior ,..,Roofed Areas) �a s Buildi g bpartment Repre ntative Date ,(Floor Plans reviewed by School District Personnel) District Identification No. O k I C_D l,( School District certifies that (Applicant) 5S �:, 293. (Streeet,Adcress) 7 (Phone Number) 06 C/o2 (City) (State) (Zip has complied with the requirements of Resolution No. 5'?9- y by payment of $ representing .3p�T % J�—" square feet. ❑ Check here if fee received represents "Full Mitigation". hool District Representative Paid by Check # / Remarks: Bank Number Paid by Cash � a9 A Date I If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certificaticn 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) feeformmk, (4/94) T ql E.11. USE ONLY vl 7 r 1quut I'Lur Awidwd • 1x11 to I).il: _ _ _ _ _ _ -- � TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance fin. /AOA— 71-7- Owner /-7Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: I'ublic Private Well Clearance for _ bedroom mobllc home. Other Hold final for: Final clearance O.K. for: NOTE '/'- - z t j - ' z I / Environmental Health Specialist 8/92 ,6 -may Date 4tf 7. RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) c / Bldg. Permit # OWNER_ ZW V I CK.j COOK A.P. # O / / .- _ oo GENERAL Plan Checker 7�N Zoning requirements: (sideyards and number of permitted living units). Valuation. I. /Plans signed by designer. 1W Proper description of work on application. � Existing violations on property. �' Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). i�Recorded notice of violation. PLOT PLAN %Z Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. �ther buildings or structures. rading, fills, drainage. 4-Y. Flood hazard. 16," Special conditions on creation map, ustible, and foundations). .7-'_�'AU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). FLOOR PLAN Q/ Complete to scale plan with dimensions. 1Y Required windows f•or light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). W. Human impact glass (Sec. 5406). 6�Required room sizes, ceiling heights (Sec. 1207). ^ /�GFCIS in baths, garage, kitchen, and exterior outlets (Article 210-8). Q, Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. W Locations of water heater, heating and cooling equipment, other electrical • or gas equipment. 1-@r." Garage firewall, door size, and closer (Sec. 503(d)(3)). 1%K**1 - 3'0" exterior exit door (sec. 3304 (f). Fireplace and wood stove location, alcoves, and clearance. J✓S fmoke detectors (Sec. 1210). 1 Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS t1 Standard bracing or engineered design (Table 25V) Pl Unusual shape, size, or split level house requiring lateral design. --3—� Clerestory requiring balloon framing and/or engineering. "Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 6! Floor construction details complete.enough to construct building. Elevations and wall construction details complete enough to construct Roof construction details complete enough to construct building. /Fiieplace construction details and calcs if necessary. 11� fter ties or bearing ridge beam. 1(]/ Garage door or porch header sizes. Stud heights. 13. Adobe soils - special foundation design. detaining walls requiring design. especial Inspection required. building 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISSCELLANEOUS ITEMS TO'LOOK OUT FOR V. Stairway details: landings, rise and run, head clearance, handrails 7 p� (Sec. 3306). tL. Guardrail details (Sec. 1711 & 3306(j). it Brick or stone veneer (Chapter 30). �4.- Exterior plaster - weep screeds (Sec. 4706). �! Proper roof pitch for roof convering (Chapter 32). �6— Roof covering type - (fire hazard). ar Foam insulation - protection. $-1 36" halls and stairways. �Y'Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. -1-e Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). l4.1""' Attic access and ventilation (Sec. 3205). V Underfloor access and ventilation (Sec. 2516). IV Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. VFlashing at all exterior openings. "T-7,—CDF responsible area requirements. G 4032678' 9'-- I Rec Fee I Recorded I Official Records -I County of I Butte I Candace J. Grubb I Recorder 2-03pm 9 -Au --94 1 PUBL. .00 .00 I Return to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Building Division FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. AUG ®2199 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 arising from the use of agricultural chemicals, NOT COMPARED WITH including, but not limited to herbicides, pesticides, and ORIGINAL DOCUMENT fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate 94-032678 dust,smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones 'and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: j�cLrc e1 Z Lot q I ct.s ShCw�1 on+ha.,f Ce -+c,1 -n ma.p e;-�fit-Ie-c(- "F-c-lcor,s Pointe Plccv)ne-dL 1 "1 (-OhlCln Mctr u-)ct5 recorcleA. kn ti c.c_ o t he, recorcler o�-�C-vuvl+,' o� BL��iz,S+ � c C'cii;�orn(cL., On Fe►��,tic�YJ to, IcIG 3� Mil �Me l�cvk l of, fnapsI w- ft. -t )eS cl hv-o�..Sk qa . 5 lL-C ec+ to Cov�enar\+s , CorcJ.,L+l ov s a,�c reSf_v-1ctf e r S rec vrc(ed. Avr, i L 101 , I c o 3ui+E CO.h,1 J Q-wrcler's —S�r', aL NO, 9 cvh a� f ico CffAh�on hoc ��e�et e re aLCLr\d0re& y\c l 1\0hh.0-V1 1 o COi-\Ck Ql Jacefx- +0 +'h -e Avov-44-�Pi,-1� i'1n L, n� I-ofi '`j Of---VKQaloove rOCt)rd-oL 1�\a-L-lI�t iofc131 U -n d ttQ- Gown. -� 20-c.� cf� S S �i'n o. G 3 —1 613 0 ot �xcep+i `i'1,2i-2(r `m CLI I +i -\a-+ on n� Said- c�and onvy\e° -E LL ; . tl' n �'1. SAc�411QG^ c>{ La �ticl Cl Lys<.� C.e + �{-dtie S d L4 OV- IL ( I n e, o �- L f'' F '' - c� � d I v I s � o r\ 0 � S0.i SL.L 0 -bo ve, ly\d, (\ or+kor Id o-� -fh -e- ar)+S.4- I I ne �oF CGSt c-1 C'CLn LJ a band ov\2d Date: 3 9 PROPERTY OWNERS: State of California ) County of '4atec ) On - A- ,1 before me, T personally appeared r proved to me ton the basis of satisfactory evidence) to be the person whose namoY$ is/ subscribed to the within instrument and acknowledged to me that fKshe/tl executed the same in /her/t,1;4r authorised capacityyi,and that by/her/t signature on the instrument, the person ; or the entity upon behalf of which the person(ted, executed the institent. WITNESS my hand and official seal. JUDY N. BPOWNFIELD COMM. # 977416 Z 'm+ Notary Public — California a BUTTE COUNTY Signature ( � � /J Z gn���(.� ��rC=Seal: , My Comm. Expires NOV 8, 1996 A.P. /t CONTINUOUS FOOTING DESIGN Charles Roberts, P.E. Chico, California Date: 8-17-1994 Project: Cook Res. Footing Location: Shear Wall Line G Comment : FOOTING GEOMETRY & MATERIAL PROPERTIES R:�, 3 (P. -RE/1.510 tj Steel yield stress, Fy........ ...................... 40.00 ksi Ultimate concrete strength, f"c.................... 2.50 ksi Concrete type ...................................... Hardrock Concrete unit weight ............................... 150.00 pcf Footing width ...................................... 1.00 feet Footing length ..................................... 24.00 feet Footing depth ..................................... 24 _0.0. ix�clae Allowable soil bearing..; ....................... 2.25 ksf Short term load increase ........................... 33 Percent Concrete unit weight for soil bearing .............. 50.00 pcf Concrete cover to c.g. of reinforcing .............. 4.00 inches LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL .75(1.4DL + 1.7LL + 1.7W) .9DL - 1.3W COLUMN LOCATIONS AND LOADS Col Centerline b h 1.00 Coord. in. in. 1 1.00 4.00 4.00 2 4.00 4.00 4.00 3 10.50 4.00 4.00 4 13.50 4.00 4.00 5 20.00 4.00 4.00 6 23.00 4.00 4.00 Dead Load P M kips ft -kips 1.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 VoFESS6 q /5 1� > civic of GALVV `a� 13UT1'E AUNTY t%A1 NTv o� nUTJ BUILDING DEPT BUILDING DEPARTMENT AUG 2 4 1994 W i d e, Z`/ LiAeoad P M kips ft -kips 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 W5 {4.�/S°C P. Wind P M kips ft -kips -4.88 0.00 4.88 0.00 -4.88 0.00 4.88 0.00 -4.88 0.00 4.88 0.00 3-3/-,717 CUM 0r BUTTE BUILDING DEPT AUG 2 4 1994 q Project: Cook Res. Footing Location: Shear Wall Line G Comment : WORKING STRESS SOIL BEARING PRESSURES Load Case Soil Bearing Soil Bearing Overturning @ left end @ right end Safety Factor ksf ksf DL + LL 0.35 0.35 DL + LL + WIND 0.00 0.83 3.61 DL + LL - WIND 0.83 0.00 3.61 DL + WIND 0.00 0.83 3.61 DL - WIND 0.83 0.00 3.61 .FOOTING DESIGN SUMMARY Coordinate Vult Av Mult (top) Mult (bot) As top As bot As trans ft. kips @1211oc ft -kips ft -kips sq. in. sq. in. @ 12" oc 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 col. face 0.69 0.00 0.11 0.29 0.00 0.01 0.00 col. face 6.32 0.00 0.66 0.72 0.01 0.02 0.00 2.00 5.68 0.00 5.65 4.90 0.13 0..11 0.00 col. face 4.46 0.00 14.90 13.47 0.33- 0.30 - 0.00 4.00 **** **** **** **** **** **** 0.00 col. face 3.01 0.00 15.43 13.73 0.35-- 0.31- 0.00 6.00 3.15 0.00 12.54 8.26 0.28- 0.18 0.00 8.00 3.22 0.00 7.30 1.97 0.16 0.04 0.00 10.00 3.96 0.00 5.02 0.51 0.11 0.01 0.00 col. face 4.06 0.00 5.97 1.85 0.13 0.04 0.00 col. face 3.12 0.00 6.04 2.01 0.13 0.04 0.00 12.00 2.75 0.00 3.50 0.00 0.08 0.00 0.00 col. face 3.12 0.00 6.04 2.01 0.13 0.04 0.00 col. face 4.06 0.00 5.97 1.85 0.13 0.04 0.00 14.00 3.96 0.00 5.02 0.51 0.11 0.01 0.00 16.00 3.22 0.00 7.30 1.97 0.16 0.04 0.00 18.00 3.15 0.00 12.54 8.26 0.28- 0.18 0.00 col. face 3.01 0.00 15.43 13.73 0.35 �" 0.31._ 0.00 20.00 **** **** **** **** **** **** 0.00 col. face 4.46 0.00 14.90. 13.46 0.33- 0.30- 0.00 22.00 5.68 0.00 5.65 4.90 0.13 0.11 0.00 col. face 6.32 0.00 0.66 0.72 0.01 0.02 0.0.0 col. face 0.69 0.00 0.11 0.29 0.00 0.01 0.00 24.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CUM 0r BUTTE BUILDING DEPT AUG 2 4 1994 q STRUCTURAL CALCULATIONS RCE. Job #94-019 for LENN GOLDMANN at ASSOCIATES Cook Residence Lot, 10 Falcons Pointe Chico, CA Calculation Index: Page # - • Gravity Analysis 1-17 • Lateral Analysis 18-31 • Footing Analysis 32-37 • Moment Frame 38-64 Analysis Revision Summary: Rev. 0 Initial Issue These Calculations have been prepared for plans drawn by, Lenn Goldmann & Associates for the above indicated property. The results of the calculations have been incorporated on said plans. QRO, U 036102 y '� XP 4111>1 CIVIL SOF CA114�� a SU'rr E COUNTY BUILDING DE1'AF-i i IMENI APPRO�� Li ROBERTS CONSULTING ENGINEERING 1708 Salem Street • Chico, CA 95928 • (916) 894-8801 r 06/07/94 - Cook Residence - RCE Job No. 94-019 - Pg. 1 - Gravity Loads: Roof Dead Load 5/8" Ply. 1.8 psf Trusses 3.5 psf' Conc. Tile 8.0 psf (actual 5psf per Lenn Goldmann) 1/2" Gyp. 2.2 psf Insul. 1.0 psf Misc. 1.5 psf otal 18.0 sf Roof Live Load Construction 20.0 sf Floor Dead Load .1-1 /8" Ply. 1.8 psf T] I's 2.0 psf Carpet/Lino 1.5 psf Insul. 1:0 psf Misc. 3.7 psf Total 2.6 psf 10.0 sf 11.0 6sf Floor Live Load lResidential 40.0 psf Wall Dead Load 1/2" Ply. 1.5 psf (Wood Siding) 2x6 @ 16" o.c. 1.7 psf Cedar Siding 2.0 psf 1 /2" Gyp. 2.2 psf Insul. 1.0 psf Misc. 2.6 psf Total 11.0 6sf Wall Dead Load 1/2" Ply. 1.5 psf (Brick Veneer) 2x6 @ 16" o.c. 1.7 psf Brick 35.0 psf 1/2" Gyp. 2.2 psf Insul. 1.0 psf Misc. 2.6 psf Total 44.0 psf Gac �c s i j I 1 ✓ .I rgvi''�\\ G arae Sr��Q+- Wir I "L i i i � C y,5 Ts a m 4 931 11� I�roJe�T i 5 _ / 9— HIS, LA 6:tr-acv1+L Beam ! Zt� 1--7 loo o r Shea r Wa i I Lt G\o' L& C see �G rrle y S g ' ID i BZ2V I � S I F3Co ✓ 3 3 $ �1� . TS6 -rr' ---�— f FR IIL �� BIZ✓ I gJ I '� ,� I � >3 to ✓ i s2o 5,S t3 ►�✓ Ti F/ R ,5 SII✓ g� st CL�- 'f318� I i Q / ��i ✓ y 6c.rcc� � M I s Lev�1 �r1)ctV T15f rear,/� 57` F' /o o /-' � r7 e,n f- Use a SOoo# I'A r // II C.a o 1dN1a nr, LAG./qui 06/07/94 - Cook Residence ,- Wood Framing - RCE job 94-019 Load Unif.' Point Length Fs (psi) Fb E (ksi) L/? a b Allow. Member " Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (kif) (k) b/d (in) (in) (psi) Increase bard for sawn lumber Case I Uniform Load B1 DL 0.293 N/A 3.50 95 1,250 1,700 240 N/A N/A 0% LL 0.260 N/A 3.50 102 1,250 9.38 " total 0.553 N/A 5.50 Req'd A= 11.28 Act'I 1= 48.53 Req'd Beam Size: Shear-OK RDL 0.513 Req'd S= 8.13 deft d1= 0.01 4 6 Bending-OK RLL 0.455 Req'd 1= .6.28 defl t1= 0.02 { DF #2 } Defl.-OK Axial DLComp. 0.00 Fc = 1,050 fc <F'c - OK Loads; Ll-Comp. 0.00 Ft = 650 Ke = 1.0 le/d <50 - OK WLComp. 2.21 fc = ]IS K = 27.00 . DLTen. 0.00 Fc = 600 le/d = 29.14 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.698 < I.-OK LLTen. 0.00 ft = 115 J = 1.00 (fb-ft)/F'b < 1 0.369 < I -OK WLTen. 2.21 ft/Ft + fb/Fb < 1 0.637 < 1 -OK Case I -----•----------------------•-------.....--------....-----......------...------------......------------......--------.......-----......------------•---...--------------------.....----------.........--------......---------•--------------.... Uniform Load B2 DL 0.293 N/A 11.50 85 1,300 1,600 240 N/A N/A 0% LL 0.260 N/A 5.50 102 1,300 8.63 total 0.553 N/A 11.50 Req'd A= 46.76 Act'I 1= 697.07 Req'd Beam-Size: Shear-OK RDL 1.685 Req'd S= 84.39 def! dl= 0.10 6 .12 Bending-OK RLL 1.495 Req'd 1= 236.54 def! d= 0.20 { DF #2 } Defl.-OK Axial DLComp. 0.00 Fc = 925 fc<F'c - OK Loads; Ll-Comp. 0.00 Ft = 675 Ke = 1.0 le/d<50 - OK WLComp. 2.21 fc = 35 K = 27.91 Dl-Ten. 0.00 Fc = 865 le/d = 18.55 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.745 < 1 • OK LLTen. 0.00 ft = 35 J = 0.45 (fb-ft)/F'b < 1 0.669 < I -OK WLTen. 2.21 ft/Ft + fb/Fb < 1 0.748 < I -OK Case 1 --------------------------------------------------•---••------........--------.........------------....-------•----------......-------...........-----------------------------•----------------------------------------------------------------- Uniform Load B3 DL 0.293 N/A 7.00 95 1,250 1,700 240 N/A N/A 0% LL 0.260 N/A 3.50 102 1,239 12.16 total 0.553 N/A 9.25 Req'd A= 23.83 Act'I 1= 230.84 Req'd Beam Size: Shear-OK RDL 1.026 Req'd S- 32.82 def! dl- 0.04 4 10 Bending-OK RLL 0.910 Req'd I= 50.21 def! d= 0.08 { DF #2 } Defl.-OK Axial DLComp. 0.00 Fc = 1,050 fc<F'c.OK Loads; LLComp. 0.00 Ft = 650 Ke = 1.0 le/d<50 - OK WLComp. 2.21 fc - 68 K = 27.00 DLTen. 0.00 Fc = 600 le/d = 29.14 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.809 < I -OK LLTen. 0.00 ft = 68 ) = 1.00 (fb-ft)/F'b < 1 0.602 < I -OK WLTen. ---------•--------------------------------------------••--------......-----------........---------•--•-----......---------......------........------------....-----•------••------------••----------..........---------------------•-•---------• 2.21 ft/Ft + fb/Fb < 1 0.757 < I -OK 06/07/94 - Cook Residence - Wood Framing - RCE Job 94-019 Load Unif. Point Length Fs (psi) Fb E (ksi) L/? a b Allow. Member Case Load Load '(ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (kif) (k) b/d (in) (in) (psi) Increase bud for sawn lumber Case 1 Uniform Load B4 DL 0.193 N/A 10.00 95 1,250 1,700 240 N/A N/A 00/0 LL 0.160 N/A 3.50 102 1,239 12.16 total 0.353 N/A 9.25 Req'd A= 23.57 Act'I 1= 230.84 Req'd Beam Size: Shear -OK RDL 0.965 Req'd S= 42.75 defl dl= 0.11 4 10 Bending -OK RLL 0.800 Req'd 1= 93.44 defl t1= 0.20 { DF N2 } Defl.-OK Axial DLComp. 0.00 Fc = 1,050 fc<F'c - OK Loads; LLComp. 0.00 Ft = 650 Ke = 1.0 le/d < 50 - OK WLComp. 0.50 fc = 15 K = 27.00 DLTen. 0.00 Fc = 600 le/d = 29.14 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.893 < I -OK LLTen. 0.00 ft = 15 ] = 1.00 (fb-ft)/F'b < 1 0.844 < 1 -OK WLTen. 0.50 ft/Ft + fb/Fb < 1 0.872 < 1 -OK Case 1 -----•-----------------------------------------------------------------------------------------------------------------------------------------------•-----......---------------------------------.-..-.-...------------------------•--•----.... Uniform Load B5 DL 0.193 N/A 9.00 95 1,250 1,700 240 N/A N/A 0% LL 0.160 N/A 3.50 102 1,239 12.16 total 0.353 N/A 9.25 Req'd A= 20.79 Act'I 1= 230.84 Req'd Beam Size: Shear -OK RDL 0.869 Req'd S= 34.63 defl dl= 0.07 4 10 Bending -OK RLL 0.720 Req'd 1= 68.12 defl d= 0.13 { DF /12 } Defl.-OK Axial DLComp. 0.00 Fc = 1,050 fc<F'c - OK Loads; LLComp. 0.00 Ft = 650 Ke = 1.0 le/d<50 - OK WLComp. 0.50 fc = 15 K = 27A0 Dl -Ten. 0.00 Fc = 600 le/d = 29.14 Check: fc/F'c + fb/(F'b-1k) < 1 0.728 < 1 -OK LLTen. 0.00 h = 15 J .= 1.00 (fb-ft)/F'b < 1 0.681 < I -OK WLTen. 0.50 ft/Ft + fb/Fb < 1 0.711 < 1 -OK Case 1 --------------------------•--.-.....---••------.-...........--------•---.-.-..-...------------------...-....----...--------------------------------.........--•------------------.........-------........-.....-..---•-----...--.-.............. Uniform Load B6 DL 0.040 N/A 7.50 95 1,250 1,700 240 N/A N/A 0% LL 0.040 N/A 3.50 90 1,250 8.81 total 0.080 N/A 5.50 Req'd A= 4.16 Act'I I= 48.53 Req'd Beam Size: Shear -OK RDL 0.150 Req'd S= 5.40 defl dl= 0.03 4 6 Bending -OK RLL 0.150 Req'd 1= 8.93 defl d= 0.07 { DF N2 } Defl.-OK Axial DLComp. 0.00 Fc = 1,050 fc<F'c - OK Loads; LLComp.. 0.00 Ft = 650 Ke = 1.0 le/d<50 - OK LIZWLComp. 4.97 k= 258 K = 27.00 Dl -Ten. 0.00 Fc = 762 le/d = 25.71 Check: fc/F'c + fb/(F'b-)fc) < 1 0.717 < 1 -OK LLTen. 0.00 ft = 258 ) = 0.92 (fb-ft)/F'b < 1 0.099 < 1 -OK WLTen: 4.97 ft/Ft + fb/Fb < 1 0.703 < 1 -OK 06/07/94 - Cook Residence - Wood Framing - RCE Job 94-019 Load Unif. Point Length Is (psi) Fb E (ksi) L/? a b Allow. Member Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) Increase bud for sawn lumber Case 1 Uniform Load B7 DL 0.233 N/A 7.00 95 1,250 1,700 240 N/A N/A 0% LL 0.200 N/A 3.50 84 1,242 11.04 total .0.433 N/A 9.25 Req'd A= 18.66 Act'I I= 230.84 r Req'd Beam Size: Shear -OK RDL 0.816 Req'd S= 25.62 deft dl= 0.03 4 10 Bending -OK RLL 0.700 Req'd 1= 39.31 deft t1= 0.06 { DF X12 } Defl. OK Axial DLComp. 0.00 Fc - 1,050 fc<F'c - OK Loads; LLComp. 0.00 Ft = 650 Ke = 1.0 le/d < 50. OK WLComp. 4.97 fc = 154 K = 27.00 DLTen. 0.00 Fc = 831 le/d = 24.00 Check: fc/F'c + 'fb/(F'b-]fc) < 1 0.755 < 1 -OK LLTen. 0.00 ft = 154 ] = 0.81 (fb-ft)/F'b < 1 0.390 < I -OK WLTen. 4.97 ft/Ft + fb/Fb < 1 0.746 < 1 -OK Case 1 ................................................................................................................................................................................................................................................ Uniform Load B8 DL 0.508 N/A 13 165 2400 1,800 240 N/A N/A 0% Std. Width LL 0.740 N/A 156 2247 13.08 Std. Depth total 1.248 N/A Req'd A= 60 Act'I 1= 1,441 CAMBER Req'd GLB Size: Shear -OK 'ti�(10f, RDL 3.302 Req'd S= 141 deft dl= 0.13 0.19 5.125 15.0 Bending -OK RLL 4.810• Req'd 1= 685 deft t1= 0.31 { 24F -V4 } Defl.-OK Axial DLComp. 0.00 Fc = 1,650 fc<F'c - OK . Loads; LLComp. 0.00 Ft= 1,150 Ke = 1.0 le/d<50-OK WLComp. 2.21 k= 29 K= 22.16 DLTen. 0.00- Fc = 583 le/d = 30.44 Check: fc/F'c + fb/(F'b-]fc) < 1 0.791 < 1 -OK LLTen. 0.00 ft = 29 ] = 1.00 (fb-ft)/F'b < 1 0.720 < 1 -OK WLTen. 2.21 ft/Ft + fb/Fb < 1 0.711 < 1 -OK Case 2 ................................................................................................................................................................••---......................--------------------------.......................---- Uniform load plus center load B9 DL 0.143 1.930 5.00 85 1,300 1,600 240 N/A N/A 0% LL 0.000 1.600 5.50 60 1,300 6.01 total 0.143 3.530 9.50 Req'd A= 35.46 Act'I 1= 392.96 Req'd Beam Size: Shear -OK RDL 1.323 Req'd S= 44.86 deft dl= 0.02- 6 10 Bending -OK RLL 0.800 Req'd 1= 44.74 deft d= 0.03 { DF N2 } Defl.-OK Axial DLComp. 0.00 Fc = 925 fc <F'c - OK Loads; LLComp. 0.00 Ft = 675 Ke = ' 1.0 le/d<50 - OK WLComp. 0.50 fc = 10. K = 27.91 DLTen. 0.00 Fc = 925 le/d = 10.91 Check: fc/F'c + fb/(F'b-]k) < .l 0.553 < 1 -OK LLTen. 0.00 ft = 10 ] = 0.00 (fb-ft)/F'b < 1 0.535 < 1 -OK WLTen. 0.50 ft/Ft + fb/Fb < 1 0.556 < 1 -OK 06/07/94 - Cook Residence - Wood Framing - RCE Job 94-019 Load Unif. Point Length Fs (psi) Fb E (ksi) L/? a b Allow. Member Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (kin (k) b/d (in) (in) (psi) Increase bad for sawn lumber Case 1 Uniform Load B10 DL 0.120 N/A 6.50 95 1,250 1,700 240 N/A N/A 0% LL 0.120 N/A 3.50 78 1,250 8.20 total 0.240 N/A 5.50 Req'd A= 10.58 Acyl 1= 48.53 Req'd Beam Size: Shear -OK RDL 0.390 Req'd S= 12.17 defl dl= 0.06 4 6 Bending -OK RLL 0.390 Req'd I= 17.45 defl d- 0.12 { DF N2 } Defl.-OK Axial Dl -Comp. 0.00 Fc = 1,050 fc<F'c - OK Loads; Ll -Comp. 0.00 Ft = 650 Ke = 1.0 le/d < 50 - OK • r WLComp. 2.00 fc = 104 K = 27.00 DLTen. 0.00 Fc = 888 le/d = 22.29 Check: fc/F'c + fb/(F'b-]k) < 1 0.850 < I - OK LLTen. 0.00 ft = 104 ] = 0.71 (fb-ft)/F'b < 1 0.606 < I -OK WLTen. . 2.00 ft/Ft + fb/Fb < 1 0.849 < 1 -OK Case I ...................................•-..........---........................---......--•------••--•---.................------...................•----..........-•--------------.........................----------......---------'--.............. Uniform Load B11 DL 0.120 N/A 6.50 95 1,250 1,700 240 N/A N/A 0% LL 0.120 N/A 3.50 78 1,250 8.20 ' total 0.240 N/A .5.50 Req'd A= 10.58 Act'I 1= 48.53 Req'd Beam Size: Shear -OK RDL 0.390 Req'd S= 12.17 defl dl= 0.06 4 6 Bending -OK RLL 0.390 Req'd 1= 17.45 defl tl= 0.12 { DF #2 } Deft. -OK Axial DLComp. 0.00 Fc = 1,050 fc<F'c - OK Loads; Ll -Comp. 0.00 Ft = 650 Ke = 1.0 le/d<50 - OK WLComp. 1.60 fc = 83 K = 27.00 DLTen. 0.00 Fc. = 888 le/d = 22.29 Check: fc/F'c + fb/(F'b-1k) < 1 0.817 < I -OK LLTen. 0.00 ft = 83 J = 0.71 (fb-ft)/F'b < 1 0.623 < 1 -OK WLTen. 1.60 ft/Ft + fb/Fb < 1 0.817 < 1 -OK Case 1 -------------------•----...........---....................••••--------------------------..... Uniform Load (Wet Use) -------------------------------------•-----....--•-•-------------------------•--------...........----------------------------------------- B12 DL 0.040 N/A 6.50 92 1,075 1,649 240 N/A N/A 0% LL 0.040 N/A 1.50 0 1,075 0.00 total 0.080 N/A 5.50 Req'd A= 3.64 Act'I 1= 20.80 Req'd Beam Size: Shear -OK RDL 0.130 Req'd S= 4.72 defl dl= 0.05 2 6 Bending -OK RLL 0.130 Req'd 1= 6.00 defl d= 0.09 { DF #2 } Defl.-OK Axial Dl -Comp. 0.00 Fc = 735 {DBL 2x} fc<F'c - OK Loads; Ll -Comp. 0.00 Ft = 546 Ke = 1.0 le/d < 50 - OK WLComp. 1.25 fc = 152 K = 31.78 DLTen. 0.00 Pc = 725 le/d = 14.18 Check: fc/F'c + fb/(F'b-]k) < 1 0.846 < 1 -OK OQ LLTen. 0.00 ft = 152 = 0.15 (fb-ft)/F'b < 1 0.483 < 1 -OK WLTen. °•--•----------•••-•------------•-------•••-•----•------------------------•--.........•-----•••-•••••••••••••----••---------...........---•-•••-------......................................•-------•--•--•----•................................ 1.25 ft/Ft + Po/Fb < 1 0.901 < -1 - OK 06/07/94 - Cook Residence - Wood Framing - RCE job 94-019 Load Unif. Point Length Fs (psi) Fb E (ksi) L/? a b Allow. Member Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) Increase bud for sawn lumber Case 7 Uniform Load With Overhang 81 End Point Load (Wet Use) B13 DL 0.140 0.000 11.00 92 1,075 1,649 240 2.50 N/A 0% LL 0.140 0.000 3.50 20 1,075 5.94 total 0.280 0.000 11.25 Req'd A= 22.09 6.84 Act'i 1= 415.28 Req'd Beam Size: Shear -OK RDL 0.810 0.350 Req'd S= 47.27 9.77 defl dl= 0.07 (0.04) 4 12 Bending -OK RLL 0.810 0.350 Req'd 1= 101.70 56.08 deft d= 0.13 (0.07) { DF #1 } Defl.-OK ...................................... w @SPAN @O -HANG @SPAN @O -HANG Case 2 -.................................................. Uniform load plus center load (Wet Use) ...................................................................................................................................................... B14 DL 0.055 0.810 13.00 85 1,300 1,600 240 N/A N/A 0% LL 0.000 0.810 5.50 156 1,300 9.70 total 0.055 1.620 9.50 Req'd A= 19.83 Act'I 1= 392.96 Req'd Beam Size: Shear -OK RDL 0.763 Req'd S= 59.33 deft dl= 0.16 6 10 Bending -OK RLL 0.405 Req'd 1= 157.19 deft d= 0.26 { DF #2 } Defl.-OK Axial Dl -Comp. 0.00 Fc = 842 fc<F'c - OK Loads; LLComp. 0.00 Ft = 546 Ke = 1.0 le/d<50 - OK WLComp. 0.50 fc = 10 K - 29.25 Dl -Ten. 0.00 F'c = 594 Ie/d = 28.36 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.738 < 1 -OK LLTen. 0.00 ft = 10 ] = 0.95 (fb-ft)/F'b < 1 0.710 < 1 -OK WLTen. ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 0.50 ft/Ft + fb/Fb < 1 0.735 < 1 -OK Case 2 Uniform load plus center load (Wet Use) B15 DL 0.055 0.810 7.00 85 1,300 1,600 240 N/A N/A 0% LL 0.000 0.810 5.50 84 1,300 6.32 total 0.055 1.620 7.50 Req'd A=. 17.08 Act'I I= 193.36 Req'd Beam Size: Shear -OK RDL 0.598 Req'd S= 29.28 deft dl= 0.04 6 8 Bending -OK RLL 0.405 Req'd 1= 41.03 deft d= 0.07 { DF #2 } Defl.-OK Axial Dl -Comp. 0.00 Fc = 842 fc<F'c - OK Loads; LLComp. 0.00 Ft = 546 Ke = 1.0 Ie/d<50. OK WLComp. 0.50 fc = 12 K = 29.25 Dl -Ten. 0.00 F'c = 821 le/d = 15.27 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.584 < 1 -OK LLTen. 0.00 ft = 12 ] = 0.23 (fb-ft)/F'b < 1 0.559 < i -OK WLTen. 0.50 ft/Ft + fb/Fb < 1 0.590 < 1 -OK 06/07/94 - Cook Residence - Wood Framing - RCE job 94-019 Load Unif. Point Length Fs (psi) Fb E (ksi) L/? a b Allow. Member Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (klf) (k) b/d (in) (in) (psi) Increase bald for sawn lumber Case 1 Uniform Load (Wet Use) B16 DL • 0.139 N/A 9.00 92 1,075 1,649 240 N/A N/A 0% LL 0.100 N/A 1.50 0 1,075 .0.00 total 0.239 N/A 11.25 . Req'd A= 13.85 Act'I 1= 177.98 Req'd Beam Size: Shear-OK RDL 0.625 Req'd S= 27.00 deft dl= 0.07 2 12 Bending-OK RLL 0.450 Req'd 1= 47.52 deft d= 0.12 { DF #2 } Defl.-OK ................................................. ----•.._..........._......_________________:_________________________•--.._.._............._...____________--•--_______.....----•-------_........._..__••••...____-------__................ Case 2 Uniform load plus center,load,(Wet Use) B17 DL 0.000 /2.500 12.00 85 1,300. 1,600 240 N/A N/A 0% LL 0.270 0.000 5.50 24 1,300 4.19 total 0.270 2.500 11.50 Req'd A= 46.08 Act'I 1= 697.07 Req'd Beam, Size: Shear-OK RDL 1.250 Req'd S= 114.09 deft dl= 0.14 6 12 Bending-OK . RLL 1.620 Req'd 1= 293.22 defl d= 0.25 { DF N2 } Defl.-OK _______________________________•..... ; ____--•-------_____---••-_____________________-----___-•--________._....._.._._..___------------•-•.....--••----____------____---.._.._.......____•---•---__._........__._.... Case 2 Uniform load plus.centerpWet Use) l ad ( B18 DL 0.000 t 2.500 10.00 85 1,300- 1,600 240 N/A N/A 0% LL 0.270UOO 5.50 24 1,300 4.19 total 0.270 11.50 Req'd A= 41.32 Act'I 1= 697.07 Req'd Beam Size: Shear-OK RDL 1.250 Req'd S= 88.85 defl dl= 0.08 6 12 Bending-OK RLL 1.350 Req'd 1= 188.44 defl d= 0.14 { DF #2 } Defl.-OK Case I -•-•--••.......-••.............•-•--------•••---•••---•••••••---••---••••-••-----•--•••••••-_---•---•-•••••••-•------•-•-----•-•-----•••-------•••-••--•----------------------------•••-•---•....•-••-...----•---••--••-•----'••...•-_______..... Uniform Load (Wet Use) B19 DL 0.020 N/A 6.00 92 .1,075 1,649 360 N/A N/A 0% LL 0.120 N/A 1.50 0 1,075 0.00 total 0.140 N/A 9.25 Req'd A= 5.08 Act'l 1= 98.93 Req'd Beam Size: Shear-OK RDL 0.060 Req'd S= 7.03 defl dl= 0.00 2 10 Bending-OK RLL 0.360 Req'd 1= 10.61 defl d= 0.03 { DF N2 } Defl.-OK Case 1 --------------•••---•-••-••----------------------------•------•--•••-•-------------------------•-•--------•-•---------------------------------------•••••------------------------•----•-----------•------------------••------------------------ Uniform Load (Wet Use) B20 DL 0.140 N/A 9.00 85 1,300 1,600 360 N/A N/A 0% LL 0.440 N/A 5.50 0 1,300 0.00 total 0.580 ' N/A 9.50 Req'd A= 37.96 Act'I 1= 392.96 Req'd Beam Size: Shear-OK RDL 0.630 Req'd S= 54.21 defl dl= 0.03 6 10 Bending-OK RLL 1-980 ----_____--•-- Req'd 1= 135.32------------------------- -defl tl=....•-•••--0.14____......____-••••••...••---••-_{ DF 1/2 }•--_----•........Defl--OK �� 06/07/94 - Cook Residence - Wood Framing - RCE Job 94-019 Load Unif. Point Length Fs. (psi) Fb E (ksi) L/? a b Allow. Member Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (klf) (k) b/d (In) (in) (psi) Increase bud for sawn lumber Case 1 Uniform Load B21 DL 0.200 N/A 7.00 95 1;250 1,700 240 N/A N/A 0% LL 0.200 N/A 3.50 84 1,242 11.04 total 0.400 N/A 9.25 Req'd A- 17.24 Act'l I- 230.84 Req'd Beam Size: Shear -OK RDL 0.700 Req'd S= 23.67 defl dl= 0.03 4 10 Bending -OK RLL 0.700 Req'd 1= 36.32 defl d= 0.06 { DF #2 } Defl.-OK Axial DLComp. 0.00 Fc = 1,050 fc<F'c - OK Loads; LLComp. 0.00 Ft = 650 Ke = 1.0 le/d<50 - OK WLComp. 0.50 fc = 15 K = 27.00 DLTen. 0.00 Fc = 831 le/d = 24.00 Check: fc/F'c + fb/(F'b-jfc) < 1 0.498 < 1 -OK LLTen. 0.00 ft = 15 ] = 0.81 (fb-ft)/F'b < 1 0.462 < 1 -OK WLTen. 0.50 ft/Ft + fb/Fb < 1 0.495 < 1 -OK Case I ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Uniform Load' B22 DL 0.240 N/A 7.00 95 1,250 1,700 240 N/A N/A 0% LL 0.240 N/A 3.50 84 1,242 11.04 total 0.480 N/A 9.25 Req'd A= 20.68 Act'l 1= 230.84 Req'd Beam Size: Shear -OK RDL 0.840 Req'd S= 28.40 defl dl= 0.03 4 10 Bending -OK RLL 0.840 Req'd 1= 43.58 defl tl= 0.07 (DF #2 ) Defl.-OK Axial DLComp. 0.00 Fc = 1,050 fc<F'c - OK Loads; LLComp. 0.00 Ft = 650 Ke = 1.0 le/d<50 - OK WLComp. 0.50 fc = 15 K = 27.00 DLTen. 0.00 Fc = 831 le/d = 24.00 Check: fc/F'c + fb/(F'b-jfc) < 1 0.593 < 1 -OK LLTen. 0.00 ft= 15 ] = 0.81 (fb-ft)/F'b < 1 0.557 < 1 -OK WLTen. 0.50 ft/Ft + fb/Fb < 1 0.589 < 1 -OK Case 1 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Uniform Load - B23 DL 0.434 N/A 10 165 2400 1,800 240 N/A N/A 0% Std. Width LL 0.380 N/A 120 2364 10.26 Std. Depth total 0.814 N/A Req'd A= 30 Act'l 1= 738 CAMBER Req'd GLB Size: Shear -OK RDL 2.170 Req'd S= 52 defl dl= 0.07 0.11 5.125 12.0 Bending -OK RLL 1.900 Req'd 1= 204 defl tl= 0.14 { 24F -V4 } Defl.-OK Axial DLComp. 0.00 Fc = 1,650 fc<F'c - OK Loads; LLComp. 0.00 Ft = 1,150 Ke = 1.0 le/d<50 - OK �� WLComp. 4.97 fc = 81 K = 22.16 DLTen. 0.00 Fc = 985 le/d = 23.41 Check: fc/F'c + fb/(F'b-jfc) < 1 0.517 < 1 -OK .� LLTen: 0.00 ft = 81 j = 1.00 (fb-ft)/F'b < 1 0.386 < 1 -OK WLTen. 4.97 ft/Ft + fb/Fb < 1 0.484 < I -OK 06/07/94 - Cook Residence - Wood Framing - RCE Job 94-019 Load Unif. Point Length Fs (psi) Fb E (ksi) L/? a b Allow. Member Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (kif) (k) b/d (in) (in) (psi) Increase betd for sawn lumber Case 1 Uniform Load (Wet Use) B24 DL 0.160 N/A 12.00 85 1,300 1,600 240 N/A N/A 25% - LL 0.160 N/A 5.50 0 1,300 0.00 total 0.320 N/A 7.50 Req'd A= 24.28 Act'l 1= 193.36 Req'd Beam Size: Shear -OK RDL 0.960 Req'd S= 42.54 def! dl= 0.24 6 8 Bending -OK RLL 0.960 Req'd 1= 155.52 def! d= 0.48 { DF #2 } Defl.-OK Axial DLComp. 0.00 Fc = 842 fc<F'c - OK Loads; LLComp. 0.00 Ft = 546 Ke = 1.0 le/d<50 - OK WLComp. 0.50 fc = 12 K = 29.25 DLTen. 0.00 Fc = 790 le/d = 19.20 Check: fc/F'c + fb/(F'b-1k) < 1 0.843 < 1 -OK LLTen. 0.00 ft = 12 j = 0.45 (fb-ft)/F'b < 1 0.817 < 1 -OK WLTen. 0.50 ft/Ft + fb/Fb < 1 0.847 < 1 -OK Case 1 ----------------------------------------------------------•-......----•-•--.................-----------------------------------------------------------------------...--------------........................---...--•--....------------•-------- Uniform Load (Wet Use) B25 DL 0.380 N/A 10.00 85 1,300 1,600 240 N/A N/A 25% LL 0.380 N/A 5.50 0 1,300 0.00 total 0.760 N/A 9.50 Req'd A= 45.15 Act'l 1= 392.96 Req'd Beam Size: Shear -OK RDL 1.900 Req'd S= 70.15 def! dl= 0.14 6 10 Bending -OK RLL 1.900 Req'd 1= 213.75 defl d= 0.27 { DF #2 } Defl.-OK Axial DLComp. 0.00 Fc = 842 fc<F'c - OK Loads; LLComp., 0.00 Ft = 546 Ke = 1.0 le/d<50. OK WLComp. 1.17 fc = 22 K = 29.25 DLTen. 0.00 Fc = 832 le/d = 12.63 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.876 < 1 -OK LLTen. 0.00 ft = 22 J = 0.09 (fb-ft)/F'b < 1 0.834 < I -OK WLTen. 1.17 ft/Ft + fb/Fb < 1 0.889 < 1 -OK Case 1 ------------------------------------------------------------------------------------•----........--------------................-------------------•-------------------------------------••-------•----------------------------•-------•--------- Uniform Load (Wet Use) 826 DL 0.380 N/A 6.00 92 1,075 1,649 240 N/A N/A 0% LL 0.380 N/A 3.50 72 1,071 10.22 total 0.760 N/A 9.25 Req'd A= 27.58 Act'l 1= 230.84 Req'd Beam Size: Shear -OK RDL 1.140 Req'd S= 38.31 dell dl= 0.03 4 10 Bending -OK RLL 1.140 Req'd 1= 44.80 def! d= 0.06 { DF N2 } Defl.-OK Axial DLComp. 0.00 Fc = 735 fc<F'c - OK Loads; LLComp. 0.00 Ft = 546 Ke = 1.0 le/d<50. OK WLComp. 1.17 fc = 36 K = 31.78 DLTen. 0.00 Fc = 692 Ie/d = 20.57 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.832 < 1 -OK _ LLTen. 0.00 ft = 36 J = 0.46 (fb-ft)/F'b < 1 0.734 < 1 -OK ,� 1 WLTen. ----------------------------------------------------------------•----.....................................................------------.......---...------------------------........-----------------------------........-•---------------------- 1.17 ft/Ft + fb/Fb < 1 0.831 < 1 -OK 1" 06/07/94 - Cook Residence - Wood Framing - RCE Job 94-019 Load Unif. Point Length Fs (psi) Fb E (ksi) L/? a b Allow. Member Case Load Load (ft) Lat Supt F'b Cs (ft) (ft) Stress Errors (kin (k) b/d (in) (in) (psi) Increase bexd for sawn lumber Case 1 Uniform Load (Wet Use) B27 DL 0.055 N/A 10.00 92 1,075 1,649 240 N/A N/A 0% LL 0.100 N/A 3.50 120 1,068 11.68 total 0.155 N/A 7.25 Req'd A= 11.09 Act'I 1= 1 1 1.15 Req'd Beam Size: Shear -OK RDL 0.275 Req'd S= 21.76 deb dl= 0.07 4 8 Bending -OK RLL 0.500 Req'd 1= 42.30 deft d= 0.19 { DF N2 } Deft. -OK Case I ----------------------------------------------- Uniform Load (Wet Use) -----------------------------=--------------------------------------•---.......---...........---------------------------------------------------------------------------------------------------- B28 DL 0.413 N/A 11.00 85 1,300 1,600 240 N/A N/A 25% LL 0.380 N/A 5.50 0 1,300 0.00 total 0.793 N/A 11.50 Req'd A= 50.85 Act'I 1= 697.07 Req'd Beam Size: Shear -OK RDL 2.272 Req'd S= 88.57 deft dl= 0.12 6 12 Bending -OK RLL 2.090 Req'd 1= 296.85 deft d= 0.23 { DF 112 } Defl.-OK Axial DLComp. 0.00 Fc = 842 fc<F'c - OK Loads; LLComp. 0.00 Ft = 546 Ke = 1.0 le/d<50 - OK WLComp. 1.17 fc = 18 K = 29.25 Men. 0.00 Fc = 835 le/d = 11.48 Check: fc/F'c + fb/(F'b-1k) < 1 0.753 < 1 -OK Ll -Ten. 0.00 ft = 18 ) = 0.03 (fb-ft)/F'b < 1 0.719 < 1 -OK WLTen. 1.17 ft/Ft + fb/Fb < 1 0.764 < 1 -OK Case I ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Uniform Load (Wet Use) B29 DL 0.293 N/A 4.00 92 1,075 1,649 240 N/A N/A 0% LL 0.260 N/A 3.50 48 1,075 6.43 total 0.553 N/A 5.50 Req'd A= 13.88 Act'I I= 48.53 Req'd Beam Size: Shear -OK RDL 0.586 Req'd S= 12.35 def! dl= 0.02 4 6 Bending -OK RLL 0.520 Req'd 1= 9.66 deft d= 0.04 { DF N2 } Deft. -OK Axial DLComp. 0.00 Fc = 735 fc<F'c - OK Loads; LI -Comp. 0.00 Ft = 546 Ke = 1.0 le/d<50 - OK WLComp. 1.17 fc = 61 K = 31.78 DLTen. 0.00 Fc = 727 le/d = 13.71 Check: fc/F'c + fb/(F'b-Jfc) < 1 0.789 < I -OK LLTen. 0.00 ft = 61 } = 0.13 (fb-ft)/F'b < 1 0.643 < i -OK WLTen. 1.17 ft/Ft + fb/Fb < 1 0.811 < 1 -OK 06-06-1994 TJSpeC (TM) Page 1 of 1 TJSPECB v4.10 sn:143123465 1001 RCE 1708 SALEM STREET CHICO, CA 95928 USA Phone: 916 894-8801 ------------------------------------------------------------------------------------------------------------- Name: CHARLES ROBERTS Project *lame: Cook Residence Page Title: TJ1 Based on ALLOWABLE STRESS DESIGN ( ASD ) UBC building code for TJM products available through Distribution Application........ Floor - Res. Deflection Criteria ( R) Member Use ................ Joist Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/480 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............. 40.0 Floor Decking ............... Dead Load(psf)............. 12.0 Repetitive Member Use......... Y Partition Load(psf)......... 5.0 Reinforced Overhangs........ N/A 11.875" TJI(R)/25DF JOIST @ 16.0" o/C V 19•- 0.00" . ------------------------------------------ S I Z E A N A L Y S I S - A S D ------------------------------------------ IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code. accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Span 1 Max. Reaction Total(lb) 722 722 Live(lb) 507 507 Required Brg. Length(in) 1.75(W) 1.75(W) Max. Unbraced Length(in) 35 Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(R) is a registered trademark of Trus Joist MacMillan. TJSpec(TM) is a trademark of Trus Joist MacMillan. Maximum Design Allowable Control Shear(lb) 722 722 < 1420 197% LT. end Span 1 under Floor loading Moment(ft-lb) 3429 3429 < 4548 133% MID Span 1 under Floor loading Reaction(lb) 722 722 < 990 137% Bearing 1 under Floor loading Live Defl.(in) 0.451 < 0.475 L/506 MID Span 1 under Floor loading Total Defl.(in) 0.642 <. 0.950 L/355 MID Span 1 under Floor loading Span 1 Max. Reaction Total(lb) 722 722 Live(lb) 507 507 Required Brg. Length(in) 1.75(W) 1.75(W) Max. Unbraced Length(in) 35 Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(R) is a registered trademark of Trus Joist MacMillan. TJSpec(TM) is a trademark of Trus Joist MacMillan. 06-06-1994. TJSpeC (TM) pt �s Page 1 of 1 TJSPECB v4.10 sn:143123465 1111 RCE 1708 SALEM STREET CHICO, CA 95928 USA Phone: 916' 894-8801 --------------------------------------------------------------------------------------------------------------- Name: CHARLES ROBERTS Project Name: Cook Residence Page Title: TJ4 Based on ALLOWABLE STRESS DESIGN ( ASD ) UBC building code for TJM products available through Distribution Application.......: Floor - Res. Deflection Criteria ( R) Member Use ................. BEAM Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............ 720.0 Floor Decking ................ N/A Dead Load(psf)............ 578.0 Repetitive Member Use....... N/A Partition Load(psf).......-- X0.0 Reinforced Overhangs........ N/A Tributary Width(' -") 0.00 3 PCs of 1.75" x 11.875° MICRO=LAM(R) WS LVL 1.8E 12.'- 0.00" ------------------------------------------ S I Z E A N A L Y S I S A S D ----------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan (TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced lengths) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Note: See Residential Products Reference Guide for multiple ply connection. Maximum Design Allowable Control Shear(lb) 7227 5927 < .11845 200% LT. end Span 1 under Floor loading Moment(ft-lb) 19875 19875 < 26772 135% MID Span 1 under Floor loading Live Defl.(in) 0.202 < 0.367 L/653 MID Span 1 under Floor loading Total Defl.(in) 0.369 < 0.550 L/358 MID Span 1 under Floor loading Span 1 Max. Reaction'Total(lb) 7227 7227 Live(lb) 3960 3960 Required Brg. Length(in) 2.29(W) 2.29(W) Max. Unbraced Length(in) 161 Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. MICRO=LAM(R) is a registered trademark of Trus Joist MacMillan. TJSpec(TM) is a trademark of Trus Joist MacMillan. 06-06-1994 TJSpec (TM) Page 1 of 1 TJSPECB v4.10 sn:143123465 1111 RCE 1708 SALEM STREET CHICO, CA 95928 USA Phone: 916 894-8801 ----------- ------------------------------------------------------------------------------------------------- Name: CHARLES-ROBERTS Project Name: Cook Residence Page Title: TJS Based on ALLOWABLE STRESS DESIGN ( ASD ) UBC building code for TJM products available through Distribution Application........ Floor - Res. Deflection Criteria ( R) Member Use ................. BEAM Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............ 740.0 Floor Decking............... N/A Dead Load(psf).............508.0 356% Repetitive Member Use....... N/A Partition Load(psf)......... 0.0 Reinforced Overhangs ........ _N/A Tributary Width('-").... 1- 0.00 Span 1 under Floor loading 1.75" x 11.875" MICRO=LAM!R) WS LVL 1.8E 4'- 0.00" ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- IMPORTANTI The analysis presented below is output from software developed by Trus Joist MacMillan (TJM). TJM 'warrants the sizing of its .products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Maximum Design Allowable Control Shear(lb) 2507. 1266 < 3948 312% LT. end Span 1 under Floor loading Moment(ft-lb) 2507 2507 < 8924 i 356% MID Span 1 under Floor loading Live Defl.(in) 0.019 < 0.133 L/999+ MID Span 1 under Floor loading Total Defl.(in) 0.032 < 0.200 L/999+ MID Span 1 under Floor loading Span 1 Max. Reaction Total(lb) 2507 2507 Live(lb) 1480 1480 Required Brg. Length(in) 2.39(W) 2.39(W) Max. Unbraced Length(in) 210 Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. MICRO=LAM(R) is a registered trademark of Trus Joist MacMillan. TJSpec(TM) is a trademark of Trus Joist MacMillan. 06-06-1994 TJSpec (TM) Page 1 of 1 TJSPECB v4.10 sn:143123465 1111 RCE 1708 SALEM STREET CHICO, CA 95928 USA. Phone: 916 894-8801 ------------------------------------------------------------------------------------------------------------- Name: CHARLES ROBERTS Project Name: Cook Residence Page Title: TJ6 Based on ALLOWABLE STRESS DESIGN ( ASD ) UBC building code for TJM products available through Distribution Application........ Floor - Res. Deflection Criteria ( R) Member Use ................. BEAM Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope(in/ft)......... 0.000 Live Load(psf)............ 660.0 Floor Decking ............... N/A Dead Load(psf)............ 490.0 Repetitive Member Use....... N/A Partition Load(psf)......... 0.0 Reinforced Overhangs........ N/A Tributary Width('-").... 1- 0.00 _ Floor loading' Total Defl.(in) 1.75" x 11.87 ,511 MICRO=LAM(R) WS LVL 1.8E 51- 0.00" ^ ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist Macmillan (TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. Thii output has not been reviewed by a TJM Associate. The maximum untraced length(s) shown are based on the controlling compressive ,forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Maximum Design Allowable Control Shear(lb) 2888 1745 < 3948 2263 LT. end Span 1 under Floor loading Moment(ft-lb) 3610 3610 < . 8924 2473 MID Span 1 under Floor loading Live Defl.(in) 0.034 < 0.167 L/999+ MID Span 1 under Floor loading' Total Defl.(in) 0.059 < 0.250 L/999+ MID Span 1 under Floor loading Span i Max. Reaction Total(lb) 2888 2888 Live(lb) 1650 1650 Required Brg. Length(in) 2.75(W) 2.75(W) Max. Unbraced Length(in) 143 Copyright (c) 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. MICRO=LAM(R) is a registered trademark of Trus Joist MacMillan. TJSpec(TM) is a trademark of Trus Joist MacMillan. H 06/02/94 - Lateral Analysis - Cook Residence - Pg TIBC Wind Loads 75 mph - Exposure B- p= Ce•Cq•gs•I • where; p=1 12.6 psf - horiz. p=1 6.8 sf - u lift Wind @ Garage Fp = 152 If - horiz. P� ? Ce = 0.67 Exposure B Cq = 1.3 horizontal v- 0.7 uplift.,. qs = 14.5 psf ✓ = 1.0 Importance Factor, - Tributary Areas 7.00 feet @ Roof 5.00 feet @ 1 st Fir. Wall 06/07/94 - Lateral Analysis - Cook Residence - Pg UBC Seismic Loads - Static Force Procedure V=. (Z•1•C/Rw)•W where; Z = 1= P=l 0.103 •W C = Rw = W= North - South Seismic @ Garage - Tributary Weights = (Worst Case) V = 130 plf - horiz. @ Roof 130 plf < 152 plf - Therefore Wind Controls Design 0.3 Zone 3 ✓ 1.0 Importance Factor 2.75 maximum 8.0 V--, Building Weight �1 1 55.00 feet of Roof @ 20.00 psf 15.00 feet of Ext. Wall @ 11.00 psf 06/02/94 - Lateral Analysis - Cook Residence - Pg UBC Wind Loads 75 mph - Exposure B p= Ce•Cq•gs•I• where; Ce = 0.62 @ 0 to 15' Ce = 0.67 @ 15 to 20' P= 11.7 psf - horiz. @ 0 to 15' Ce = 0.72 @ 20 to 25' P= 12.6 psf - horiz. @ 15 to 20' Ce = 0.76 @ 25 to 30' P = 13.6 psf - horiz. @ 20 to 25' Cq = 1.3 horizontal P= 14.3 psf - horiz. @ 25 to 30' 0.7 uplift qs = 14.5 psf p=1 7.7 psf - uplift @ 30' 1 = 1.0 Importance Factor North - South Wind @ Upper Roof @ house Fp = 127 pif - horiz. North - South Wind @ Lower Roof @ house Fp = 123 pif - horiz. Tributary Areas '4.00 feet @ 2nd Fir. Wall @ 0 to 15' 1.00 feet @ 2nd Fir. Wall @ 15 to 20' 5.00 feet @ Roof @ 20 to 25' Tributary Areas 6.00 feet @ Roof @ 0 to 15' 4.50 feet @ 1 st Fir. Wall @ 0 to 15' orth - South Wind @ 2nd Floor Tributary Areas 4.50 feet @ 2nd Fir. Wall @ 0 to 15' (@ house) <�� 5.50 feet @ 1st Fir. Wall @ 0 to 15' Fp = 117 If - horiz. I East - West Wind @ Upper Roof @ house Fp = 1 121 pif - horiz. East - West Wind @ Lower Roof @ house Fp = 148 pif - horiz. Tributary Areas 3.50 feet @ 2nd Fir. Wall @ 0 to 15' 1.00 feet @ 2nd Fir. Wall @ 15 to 20' 5.00 feet @ Roof @ 20 to 25' Tributary Areas 6.00 feet @ Roof @ 0 to 15' 2.00 feet @ Roof @ 15 to 20' 4.50 feet @ 1 st Fir. Wall @ 0 to 15' East - West Wind @ 2nd Floor Tributary Areas 4.50 feet @ 2nd Fir. Wall @ 0 to 15' (@ house) � 5.50 feet @ 1st Fir. Wall @ 0 to 15' Fp =I 117 plf - horiz. 06/07/94 - Lateral Analysis - Cook Residence - Pg PoS Z UBC Seismic Loads - Static Force Procedure V= (Z•I•C/Rw)•W where; Z = I p=1 0.103 •W C = Rw = W= orth - South Seismic @ Upper Roof - Tributary Weights = (@ house) V = 63 If - horiz. 127 > 63 ThereforControls Design (North - South Seismic @ Lower Roof - Tributary Weights = (@ house) V = 114 plf - horiz. 123 > 114 ThereforeWs i Controls Design 0.3 Zone 3 1.0 Importance Factor 2.75 maximum . 8.0 Building Weight 26.00 feet of Roof @ 9.00 feet of Ext. Wall @ 4.50 feet of Int. Wall @ 30.00 feet of Roof @ 18.00 feet of 2nd Floor @ 4.50 feet of Ext. Wall @ 9.00 feet of Ext. Wall @ 9.00 feet of Int. Wall @ 1 18.00 psf 11.00 psf 10.00 psf 18.00 psf 10.00 psf 44.00 psf 11.00 psf 10.00 psf 06/07/94 - Lateral Analysis -- Cook Residence - Pg UBC Seismic Loads - Static Force Procedure V= (Z-1-C/Rw)-W where; Z = 0.3 Zone 3 I = 1.0 Importance Factor p=1 0.138 -W I C = 2.75 maximum Rw = 6.0 W= Building Weight East - West Seismic @ Upper Roof - Tributary Weights = 58.00 feet of Roof @ 18.00 psf (@ house) 9.00 feet of Ext. Wall @ 11.00 psf 13.50 feet of Int. Wall @ 10.00 psf V = 176 If -horiz. 176 > 121 Thereforee. Sei-Controls Design . East - West Seismic @ Lower Roof - Tributary Weights = 26.00 feet of Roof @ 18.00 psf (@ house including 2nd Floor) 50.00 feet of 2nd Floor @ 10.00 psf 18.00 feet of Ext. Wall @ 11.00 psf V = 179 Of - horiz. 13.50 feet of Int. Wall @ 10.00 psf 179 > 148 ThereforeSeismic Controls Design East - West Seismic @ Lower Roof - Tributary Weight = 40.00 feet of Roof @ 18.00 psf (@ house) 2.25 feet of Ext. Wall @ 44.00 psf 2.25 feet of Ext. Wall @ 11.00 psf V = 128 pif - horiz. 9.00 feet of Int. Wall @ 10.00 psf 148 > 128 Thereforetroll Design Except @ Cine where the load is doubled 06/07/94 - Lateral Analysis - Cook Residence - Pg 15 Z Lateral Load Summary Gara a Loadings Wall Line ID Tributary Length ft Unit Loads (Seismic or Wind Controlled) (k.l.f. Wall Load (horiz.) (kips) 1 9.00 0.152 Wind 1.364 2 -North Side 9.00 0.152 Wind 1.364- 2 -South Side 19.50 0.152 Wind 2.955 3. 24.00 0.152 Wind 3.637 A 9.00 0.152 Wind 1.364 B 24.00 0.152 Wind 3.637 C 9.00 0.152 Wind 1.364 Upper Roof Loadings @ House Wall Line ID Tributary Length ft. Unit Loads (Seismic or Wind Controlled) k.l.f. Wall Load (horiz.) (kips) 4 9.00 0.176 Seismic 1.582 6 -North Side 9.00 0.176 Seismic 1.582 6 -South Side 10.00 0.257 Seismic 2.568 G 25.00 0.127 Wind 3.181 L 25.00 0.127 Wind 3.181 Lower Roof Loadings @ House Wall Line ID Tributary Length ft. Unit Load (Seismic or Wind Controlled) k.l.f. Wall Load (horiz.) (kips) 4 13.50 0.179 Seismic 2.415 5 -North Side 5.00 0.148 Wind 0.740 5 -South Side 7.50. 0.148. Wind 1.1 10 6 -North Side 9.00 0.179 Seismic 1.610 7 9.75 0.148 Wind 1.443 8 .. 6.00 0.148 Wind ,,,0x8`88 9-East)ming 16.67 0.148 Wind 2.467 Wing 16.67 0.148 Wind ' 2.467 0 2.00 0.128 Seismic 0"2"5`- " E 7.00 0.123 Wind 0.859 G -East Side 7.00 0.123 Wind 0.859 G -West Side 8.00 0.117 Wind 0.935 H -East Side 8.00 0.117 Wind 0.935 H -West Side 6.00 0.117 Wind 0.701 -East Side 6.00 0.117 Wind 0.701 -West Side 11.00 0.117 Wind 1.286 K -East Side 7.00 0.123 Wind 0.859 K -West Side 6.00 0.123 Wind 0.736 L 11.00 0.117 Wind 1.286 M 6.00 0.123 Wind 0.736 06/06/94 - Lateral Analysis - Cook Residence - Pg SHEAR STRESSES AND SHEAR ANCHORAGE SUMMARY @ GARAGE Wall Line ID Wall Load kis Wall Length feet Wall Stresses I Horizontal Diaphragm Lengths 8I Stresses -ZlR. Anchor Bolts Diameter inches Capacity (kips) Spacing feet I feet I North Side South Side I@ Roof 1 @ Sill Plate 1.36 14� 97 0 0 18 v 76 0.500 0.841 ✓ 48 inches o.c. 2@ Roof 2@ Sill Plate 4.32 24 180 18,/ 76 24 ✓ 123 0.500 0.841 48 inches o.c 3@ Roof 3@ Sill Plate 3.64 20 182 24- 152 0 0 0.500 0.841 48 inches o.c. East Side West Side A@ Roof A@ Sill Plate 1.36 6.5 210 0 0 18 76 0.500 0.841 48 inches o.c B@ Roof B@ Sill Plate 3.64 26.5 W 4 137 0 0 38- 96 0.500 0.841 48 inches O.C. C@ Roof C@ Sill Plate 1.36 13 105 184 76 0 0 0.500 0.841 48 inches o.c. 55 a L�� N X- 06/02/94 -COOK RESIDENCE - RCE SOB 94-019 0 I :: Horizontal Uniform Load W L Diaphragm Shear "v - max shear" v = WL/B = Diaphragm Deflections "Ds - Shear Deflection" Ds = v*L/(2*Gr*tr) "Dn - Nail Slip" Dn = e'n*Ds/es = where: e'n = 2.68*en = Diaphragm Data: A= 16.50 in^2, wall end post area B= 39 ft, see diagram B'= 26 ft, effectivewall length E= 1:70E+06 psi, Elastic Modulus Gr-- . 9.00E+04' psi, Modulus Of Rigidity Gw= 9.00E+04 psi, Modulus Of Rigidity L= 24 ft, see diagram L'= 20 ft, effective wall length W= 152 plf, see diagram en -rooms 0.007 in, UBC Std. Table 25-9-K en -wall= 0.010 in, UBC Std. Table 25-9-K h= 10 ft, plate height tt= 0.500 in, roof ply. thickness tw= 0.375 in, wall ply. thickness Diaphragm Deflections Are Acceptable Per UBC 2334(h)2. 94 plf 0.0249 in 0.0647 in 0.0193 vl = v/(12*tr) = 15.5897 w es = .4*vl *L1/Gr = 0.0074 L1 = Panel Diagonal = 107.33" 06/02/94 -COOK RESIDENCE - RCE ]OB 94-019 Shear Wall Deflections Per UBC Stds. 25.923 "Dsw - Side Wall Deflection" Dsw = (8*v/2*h^3)/(EAL') + (v/2*h)/Gwtw + 0.75*h*en + ds (1/32") Dsw = 0.1178 in "Dew - End Wall Deflection" Dew = (8*v*h^3)/(EAB')' + (v*h)/Gwtw + 0.75*h*en + ds (1/32") Dew 0.1320 in Total Deflections "Dt" At D (see diagram) "Dt = Ds + Dn + 2*Dsw*L/B + Dew Dt = 0.367 in Allowable Deflections Story Drift "ST = 0.005*h Sd = F 0.600 in Diaphragm Deflections Are Acceptable Per UBC 2334(h)2. 06/06/94 - Lateral Analysis - Cook Residence - Pg Wall Line. ✓ v Wall Load Wall Wall Applied Forces Resisting OTM Resistive Net Uplift Comments ID Load Type Height Length OTM Uniform Load - Point Load OTM Force kis feet feet foot -kis) (kll) (kis foot -kis (kips) 1 @ Garage 1.36 Wind 10.00 14.00 13.64 0.110 7.19 0.461 HD2A w/ SSTB 16 VIII 2@ Garage 4.32 Wind 10.00 24.00 43.19 0.110 21.12 0.920 HD2A w/ SSTB 16 3@ Garage 3.64 Wind 10.00 20.00 36.37 0.110 14.67 1.085. HD2A w/ SSTB 16 A@ Garage 1.36, Wind 10.00 6.50 13.64 0.110 1.55 1.860 HD2A w/ dbl. 2x 81 SSTB 16 B@ Garage 3.64 Wind 10.00 13.00 17.84 0.110 6.20 0.896 HD2A w/ SSTB 16. 10.00 13.50 18.53 0.110 6.68 0.878 HD2Aw/SSTB 16 C@ Garage. 1.36 Wind 10.00 5.00 5.25 0.1 10 0.92 0.866 HD2A w/ SSTB 1.6 10.00 5:00 . 5.25 .0.1 10 0.92 0.866 HD2A w/ SSTB 16 v 10.00 3.00 3.15 0.110 0.33 0.939 HD2A w/ SSTB 16 V. V N 06/07/94 - Lateral Analysis - Cook Residence - Pg SHEAR STRESSES AND W EAR ANCHORAGE SUMMARY @ HORSE Wall Line ID Wall Load kips Wall Length feet Wail Stresses I Q Horizontal Diaphragm Lengths 81 Stresses Anchor Bolts Diameter inches Capacity kis Spacing / feet feet (plf) 'i% V . North Side R, South Side 4@ Roof 4@ 2nd Floor 4@ Sill Plate 1.58-- 4.00-- 4.00- 24/ 29 66 138 50- 32 0.500 -0.841 48 inches o.c. so, 80 1 5@ Roof 5@ Sill Plate 1.85 - 1.85 - 14 ,% 132 10 74, 14 79 0.500 0.841 48 Inches o.c. I 6@ Roof 6@ 2nd Floor. 6@ Sill Plate 4.15 - 5.76- 5.76- 43-! JO." 96 576 50 32 5011-51 0.500 0.841 16 Inches o.c. 50 32 7@ Roof 7@ Sill Plate 1.44- 1.44- 8 180 14 103 0.500 0.841 48 inches o.c. 8@ Roof 8@ Sill Plate 0.89- 0.89- 6 148 12 74 0.500 0.841 48 Inches o.c. 10@ Roof 10@ Sill Plate 0.26. 0.26- 8 ( 32 12 21 0.500 0.841 48 Inches o.c. East Side West Side E@ -Roof E@ Sill Plate 0.86- 0.86 7 - / 123 18 48 0.500 0.841 48 inches o.c. G@ Roof G@ 2nd Floor G@ Sill Plate 3.18 ,- 4.97 - 4.97,- 18 9 177 553 18, 177 0.500 0.841 18 inches o.c. 25 34 18- 52 H@ Roof H@ Sill Plate 1.64- 1.64- L1.5_ 142 12', 78 18 39 0.500 0.841 48 inches o.c. J@ Roof @ Sill Plate 1.99- 1.991 1 1._5i 173 12`, 58 18 71 0.500 0.841 48 Inches o.c. I K@ Roof K@ Sill Plate 1.60-1 1.60- 12.5 ✓ 128 21 ' 41 19 39 0.500 0.841 48 inches o.c. L@ Roof L@ 2nd Floor L@ Sill Plate 3.18 -- 4.47" 4.47`" 8 :/ 15 J 398 298 18 177' 0.500 0.841 32 inches o.c. 18 71 M@ Roof M@ Sill Plate 0.74- 0.74 r 12 v 61 21 35 0.500 1 0.841 48 Inches o.c. &331, 33j__r ■ s -o 06/07/94 - Lateral Analysis - Cook Residence - Pg Wail Line Wall Load Wall Wall Applied Forces Resisting OTM Resistive Net Uplift Comments ID Load Type Height Length OTM Uniform Load Point Load OTM Force . kis feet feet foot -kis) (klf) (kis foot=ki s ` kis / 4@ Roof 1.58 Seismic 9.00 8.50 4.86 0.099 3.04 0.214 LFTA or CS 16 �jk�e v ✓/ b 9.00 5.40 3.09 0.099 1.23 0:344 LFTA or CS 16, s - - --�- 9.00 .3.50 2.00 0.099 0.52 0.424 LFTA or CS 16 9.00 7.50 4.29 0.099 2.37 0.256 ! LFTA or CS 16 4@ 2nd Floor 4.00 Wind 9.00 5.00 6.20 0.099 0.83 1.075 HD2A Jnr/ SSTB 16 9.00 5.00 6.20 0.099 0.83 1.075 HD2A w/ SSTB 16 9.00 5.50 6.82 0.099 1.00 1.059 HD2A w/ SSTB 16 9.00 13.50 16.74 0.099 6.01 0.795 HD2A w/ SSTB 16 - 5@ Roof 1.85 Wind 9.00 14.00 16.65 0.099 6.47 0.727 HD2A w/ SSTB 16 ✓. 6@ Upper Roof 4.15 Seismic 9.00 43.00 37.34, 0.099 77.80 No Net Uplift! No Holdown Required! 6@ 2nd Floor 5.76 Seismic 9.00 10.00 51.83 0.189 8.03 4.380 HD6A w/ 4x Post U SSTB28 ,/ J Gav N& rnw, bi, p . \Y 7@ Roof 1.44 Wind 9.00 4.00 6.49 0.099 0.53 1.491 HD2A w/ SSTB 16 9.00 4.00 6.49 0.099 0.53 1.491 HD2A w/ SSTB 16 8@ Roof 0.89 Wind 9.00 3.00 4.00 0.315 0.95 1.017 HD2A w/ SSTB 16 9.00 3.00 4.00 0.315 ? 0.9.5 1.017 HD2A w/ SSTB 16 N 10@ Roof 0.26 Seismic 9.00 8.00 2.31 0.099 % 2.69 No Net Uplift! No Hoidown Required! 02� 06/07/94 - Lateral Analysis - Cook Residence - Pg Wall Line Wall Load Wall Wall Applied Forces Resisting OTM Resistive Net Uplift Comments ID Load Type Height Length OTM Uniform Load Point Load OTM Force kis feet feet foot -kis) (klf) (kis foot -kis (kips) E@ Roof 0.86 Wind 9.00 3.50 3.87 0.099 .0.40 0.989 HD2A w/ SSTB16 9.00 3.50 3.87 0.099 0.40 0.989 HD2A w/ SSTB16 G@ Upper Roof 3.18 Wind 9.00 18.00 28.63 0.099 10.69 0.996 LFTA or CS 16 with - rt"6 betow. G@ Lower Roof 4.97 Wind 9.00 3.00 14.92 0.099 0.30 4.876 HD6A w/ 4x Post U SSTB28 9.00 3.00 14.92 0.099 0.30 4.876 HD6A w/ 4x Post U SSTB28 9.00 3.00 14.92 0.099 0.30 4.876 HD6A w/ 4x Post U SSTB28 M"i ems. Z►/' H@ Roof 1.64 Wind 12.00 11.00 19.63 0.528 1.056 29.04 No Net Upliftl No Holdown Required! )@ Roof 1.99 Wind 12.00 11.00 23.84 0.528 1.056 29.04 No Net Uplift! No Holdown Required! K@ Roof 1.60 Wind 9.00 6.00 6.89 0.099 1.19 0.951 HD2A w/ SSTB16 9.00 6.50 7.47 0.099 1.39 0.934 HD2A w/ SSTB 16 L@ Upper Roof 3.1 S Wind 9.00 4.00 14.31 0.099 0.53 3.447 FTASw/ 4x V • 9.00 4.00 14.31 0.099 0.53 3.447 L@ Lower Roof 4.47 Wind 9.00 4.50 12.06 0.099 0.67 2.531 HD2A w/ dbl. 2x 8t SSTB16 9.00 6.50 17.42 0.123 1.73 2.413 HD2A w/ dbl. 2x U SSTB16 9.00 4.00 10.72 0:123 0.66 5.962 HDBA w/ 4x Post 8i SSTB28 M@ Roof 0.74 Wind 9.00 J12.00 6.63 0.315 15.12 jNo Net Uplift! INo Holdown Required! M 06/07/94 - Lateral Analysis - Cook Residence - Pg P� 3 'Chord Force Summary Chord Data Unit Load (w) (Wind or Seismic) I Chord. Force (T) = Kis 8•D Chord Boundary Chord Line Length (L) ft Depth (D) ft Gara a Roof Chord Forces 1 8E 2 A or C 18.0 18.0 152 0.34 A8xC 1 or 18.0 18.0 152 0.34 2 8x 3 BorD 38.5 24.0 152 1.17 B 2 or 3 24.0 38.5 152 1.13 House U per Roof Chord Forces 48x6 GorL 18.0 50.0 176 G81L 4or6 50.0 18.0 127 2.21 House Lower Roof Chord Forces 48x6 GorH 18.0 16.0 179 0.45 4 8E 6 H or 1 18.0 12.0 179 0.60 48x6 1 or 18.0 22.0 179 0.33 5 8x 7 E or G 14.0 14.0 148 0.26 68x9 GorH 19.0 16.0 148 0.42 68x9 Hor 1 19.0 12.0 148 0.56 6819 1 or 19.0 14.0 148 0.48 68x8.5 K81M 16.0 12.0 148 0.39 E81G 5or7 14.0 14.0 123 0.21 G81H 4or6 16.0 18.0 117 0.21 G & H 6or9 16.0 18.0 .123 0.22 H8x 4or6 12.0 18.0 117 0.12 H816or9 12.0 18.0 123 0.12 8E K 6 or 9 12.0 19.0__L 123 0.12.„x' 8x L 4 or 6 22.0 18.0 1 17°0:39 Nail Size = Nail Shear Capacity = Number Required = 16 dRequired Nails 108 pounds /. At Splice = I T 16 16 d's ` 1.33 -Shear Cap. I� SPREAD FOOTING DESIGN Charles Roberts, P.E. Chico; California Date: 6-8-1994 Project: Cook Res. Footing Location: Beam B8 Comment : MATERIAL PROPERTIES Ultimate concrete compressive strength,-f"c .is 2.50 ksi Steel yield strength! Fy is 40.00 ksi-+/ `' Concrete is .Hardrock_wi-t-h-_amu-nit=-weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf �o short term increase allowed) LOAD CASES CONSIDERED ARE: 1 .4DL. + 1 . 7LL UNFACTORED INPUT LOADS La�o P (kips)M (ft -kips) DL 3.31 0.00 LL 4.81 0.00 FOOTING PERAMETERS STRESSES AND SOIL BEARING r� Dimensions are 1.25 x 5.00 Ft. Max. punching shear stress is 5.65 psi Total depth is 24.00 Inches Max. beam shear stress is 5.69 psi Depth "d" is 20`:00 Iriches soil bearing is 1.40 ksf , Col size is-�1.00x 4.00 Inches _ S aleo (� REQUIRED REIN°FORCEMENT'``� S� bottom long. 0.16 Sq.In. bottom transverse in col. strip outside.col. strip 0.01 Sq.In. (See UBC 2615 (e) 4 B) 0.02 Sq.In. . SPREAD FOOTING DESIGN Charles Roberts, P.E. Chico, California Date: 6-7-1994 Project: Cook Res. Footing Location: Beams B17 & B20 Comment . MATERIAL PROPERTIES Ultimate concrete compre•s.sive"streng`"c is 2.50 ksi Steel yield strengthe,!�y is 40.00 ksi ,, Concrete is Hardrod wrth--a- u -n -it- wei.g t of 150.00 pcf Concrete weight for oig is 50.00 pcf Max. soil bearing is 1.50 ksf (no short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS UVIlt �o � P (kips) M (ft -kips) DL 1.88 0.00 LL 3.60 0.00 FOOTING PERAMETERS STRESSES AND SOIL BEARING Dimensions are 2.00 Ft. Sq. Max. punching shear stress is 18:27 psi Total depth is 12.00 Inches Max. beam shear stress is 3:80 psi Depth "d" is 8.00 Inches Gravity only soil bearing is 1.42 ksf ✓ Col -size is 4.00x 4.00 Inches, REQUIRED REINFORCEMENT -"-r-____ bottom' long. 0.08 Sq.In. e` � bottom trans. 0.10 Sq. In. ,� �'� t® P� 3� SPREAD FOOTING DESIGN Charles Roberts, P.E. Chico, California Date: 6-7-1994 Project: Cook Res. Footing Location: Beams B17 & B25 Comment . MATERIAL PROPERTIES Ultimate concrete compress ve`"strength f",c is 2.50 ksi Steel yield_s.tr-ength Fy is 40.00 ksi �---'� Concrete is Hardrocw-tt-h a unit@- ew igh o 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (no short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS P (kips) M (ft -kips) DL 3.15 0.00 LL .3.52` 0.00 FOOTING PERAMETERS STRESSES AND SOIL BEARING. Dimensions are 2.50 Ft. Sq. Max. punching shear stress is 24.79 psi Total depth is 12.00 Inches Max. beam shear stress is 7.22 psi Depth "d' is .0"0—Inches Gravity only soil bearing is 1.12 ksf Col size is 4.00x 4.00 Inches REQUIRED REINFORCEMENT bottom long. x0.14 Sq.In. bottom trans 0 . 16 Sq. In., 0 SPREAD FOOTING DESIGN Charles Roberts, P.E. Chico, California Date: 6-7-1994 Project: Cook Res. Footing Location: Beams B25 & B25 Comment . MATERIAL PROPERTIES Ultimate concrete compress.ive--'strength, "c is 2.50 ksi Steel yield strength, Fy is 40.00 ksi Concrete is Hardrock h a unit we-L.gl�C- of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (no short term -increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL-+ 1.7LL UNFACTORED INPUT LOADS P (kips) M (ft -kips) DL 3.80 0.00 LL 3.80 0.00 FOOTING PERAMETERS STRESSES AND SOIL BEARING Dimensions are 50 t. Sq. Max. punching shear stress is 27.82 psi Total depth is 12.0-0 Inches Max. beam shear stress is 8.18 psi Depth "d" is 8.00 Inches Gravity only soil bearing is 1.27 ksf Col size is 4.00x 4.00 Inches REQUIRED REINFORCEMENT bottom long.0.15 Sq.In bottom trans. 0.1'8 Sq.In. CONTINUOUS FOOTING DESIGN Charles Roberts, P.E. Chico, California "p15 Date: 6-7-1994 I� Project: Cook Res. Footing location: Shear Wall Line G Comment FOOTING GE TRY & MATERIAL PROPERTIES ,a Steel yield str s, Fy....................... ...� N:00P- 0 a Ultimate concrete strength, f"c......... ... ... �ieksiTim Concrete type ...... .... .�HAr_dro � --�� Concrete unit weight. ........0'00 pcf Footing width......... ............... .......... 1.00 feet Footing length.......... ........ ........... 24.00 feet Footing depth............ .......... ............ 24._00_inches Allowable soil bearing..... ............. 2:25 ksf Short term load increase..... .... '... ..... ......( 33 Percent ' Concrete unit weight for soil ear ng.........5'0`:00 pcf Concrete cover to c.g. of reinf ing.............I.. 4.00 inches LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL .75(1.4DL + 1.7LL + 1.7W) .9DL - 1.3W COLUMN LOCATIONS AND Col Centerline b Load P Coord. in. in. 1 1.00 4.0 4.00 2 4.00 4.0 4.00 3 10.50 4. 0 4.00 4 13.50 4.00 4.00 5 20.00 .00 4.00 6 23.00 4.00 4.00 hive Load Wind P M P M kips ft -kips kips ft -kips 0.00 0.00 -4.88 0.00 0.00.00 4.88 0.00. 0.00 0.00 -4.88 0.00 0.00 0. 0 4.88 0.00 0.00 0.00\-4.88 0.00 0.00 0.00 4.88 0.00 Dead Load P M kips ft -kips 1.00 .0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00. 1.00 0.00 hive Load Wind P M P M kips ft -kips kips ft -kips 0.00 0.00 -4.88 0.00 0.00.00 4.88 0.00. 0.00 0.00 -4.88 0.00 0.00 0. 0 4.88 0.00 0.00 0.00\-4.88 0.00 0.00 0.00 4.88 0.00 'Project: Cook Res. Footing Location: Shear Wall Line G Comment m WORKIN STRESS SOIL BEARING PRESSURES Load Case Soil Bearing Soil Bearing @ left end @ right end ksf ksf Overturning Safety Factor DL + LL 0.35 0.35 DL + LL + WIND 0.00 0.83 DL + LL - WIND 0.83 0.00 DL + WIND .00 0.83 DL - WIND 0.83 0.00 FOOTING DESIGN SUMMARY Coordinate Vult AvI. ult (top) Mult (bo ft. kips @1211oc -kips ft -kip 0.00 0..00 0.00 .00 0. 0 col. face 0.69 0.00 0. 1 0.29 col. face 6.31 0.00 0.6 0.72 2.00 5.68 0.00 5.65 4.90 col. face 4.46 0.00 14.89 13.45 4.00 1.69 0.00 15.39 13.89 col. face 3.01 0.00 15.42 13.72 6.00 3.15 0.00: 12.5 8.25 8.00 3.21 0.00 7. 9 .96 10.00 3.96 0.00 .02 0 51 col. face 4.06 0.00 5.97 1.14 col. face 3.11 0.00 6.04 2.01 12.00 2.74. 0.00 3.50 0.00 col. face 3.11 0.00 6.04 2.01 col. face 4:06 0.0 5.97 1.84 14.00 3.96 0. 0 5.02 0.51 16.00 3.21 .00 7.29 1.96 18.00 3.15 0.00 12.53 8.25 col. face 3.01 0.00. 15.42 13.72 20.00 1.6 0.00 15.39 13.89 col. face 4 46 0.00 14.89 13.45 22.00 .68 0.00 5.65 4.90 col. face 6.31 0.00 0.65 0.72 col. face 0.69 0.00 0.11 0.29. 24.00 0.00 0.00 0.00 0.00 3.61 3.61 3.6 3_61 As top sq. in 0.00 0.00 0.01 0.08 0.22 0.23 0.23 0.19 0.11 0.07 0:09 0.09 0.05 0.09 0.09 0.07 .11 0. 9 0.2' :0..-2 3 0.22 0.08 0.01 0.00 0.00 As bot sq. in. 0.00 0.00 0.01 0.07 0.20 0.21 0.12 0.03 0.01 0.03 0.03 0.00 0.03 0.03 0.01 0.03 0.12 0.20 0.21 0.20 0.07 0.01 0.00 0 00 P 3g Morr7enF�'c,ores ! -� 4 -For �occ,-t' isn us �7 I o1� j �L i o r7 S For VV8 x z8 I G' leLh D��Ie.L�IOns (� I ZT 1 0 58 Ali xr o o" Ov oos -4.tz�' log . OW, s (,Cos M MaIt=v-n w t�si C U FA 4.0 - i 07 O Mem3 _ �,�Z eza + I?-, (o Z = 0, � 3 < 1 33 �x3Co Ci o S F 1 c n ti �a ue @ Nl -c rn 5 0 A o v A -c 06/07/94 - Cook Residence - Weld Analysis - RCE 94-019 - PQ. No. fl = . P/A + Mx/Sx + My/Sy = 0.064 kips/in f2 = Vx/A + yMz/Jw = 0.000 kips/in f3 = Vy/A + xMz/Jw = 0.050 kips/in ft = (f 12 + f22 + f 32)%2 = 0.081 kips/in Required Weld f t/Fw Fillet = ft/(Fw*.707) Weld 0.003 kips/in = 0.004 kips/in P5 `t ° 2 b = 5.00 in vd = 8.00 in Y P = 2.30 kips Vx = 0.00 kips _ d x VY = 1.80 kips Mx = 0.00 in -kips My = 0.00 in -kips Mz = 0.00 in -kips Fw = 21:00 ksi I = 1.33 " Aw = 2d + 4b _. 36.00 in Sx = 2bd + d2/3 = 101.33 int Sy = 2b2/3 16.67 int Jw = (2b^3+6bd2+d^3)/6 = 447.00 in^3 fl = . P/A + Mx/Sx + My/Sy = 0.064 kips/in f2 = Vx/A + yMz/Jw = 0.000 kips/in f3 = Vy/A + xMz/Jw = 0.050 kips/in ft = (f 12 + f22 + f 32)%2 = 0.081 kips/in Required Weld f t/Fw Fillet = ft/(Fw*.707) Weld 0.003 kips/in = 0.004 kips/in P5 `t ° 2 06/07/94 Cook Residence - Base Plate Analysis oncrete stee info.: joint oncrete asonry = > c coeff. Pc fcmax Ec Ft Es n 0.35. 2.50 1.167 2850 20.00 , 29000 10.18 Increase = > 1.33 Design Loads: P M Column ID = > Moment Frame (kips) (ft -kips) . section = > W8x28 DL 2.00 0.00 ds = > 8.00 LL 1.42 0.00, EQ 2.30 0.00 Anchor bolts: ----- number = > .4 Results: #1 #2 dia = > 0.75 P => 1.12 4.00 As = > 1.77 M => 0.00 0.00 _ Mcap = 0.00 0.00 Baseplate: x = > 10.00 c 10.00 c b = > 6.00 fs = > 0.00 0.00 26.67 d = > 5.00 fc = > 0.02 0.07 1.17 I = > 10.00 fcm = > 0.02 0.07 Vol m => 1.20 U = > 0.02 0.07 5.37 \/ers�on13W'111112-3 tre = > 0.05 0.09 G� 9L-�/s 013rl� AA LM � ,I h s Y1 u Z -z LA S PUS ���. . �U ; fi) J���►s >�'�-►� ------------------------------------------------------- 1 Z 00 2hd ►� I�-� ��� ���+� Sam �.r� ; 06/07/94 - Cook Residence - Weld Analysis - RCE 94-019 - Pg. No. F I G ►� w� 1 d Required Weld = ft/Fw = 0.217 kips/in Throat Requked Fillet = ft/(Fw*.707) = 0.306 kips/in t/ Weld b = 8.00 in d = 5.00 in I P = 0.53 kips Vx = 0.00 kips — — x VY = 0.00 kips I Mx = 0.00 in -kips My =- 240.00 in -kips Mz = 0.00 in -kips Fw = 21.00 ksi I = 1.33 Aw = 2d = 10.00 in Sx = d2/6 = 4.17 int Sy = bd = 40.00 int Jw = d(3b2+d2)/6 = 180.83 in^3 f 1 = P/A + Mx/Sx + My/Sy = 6.053 kips/in f2 = Vx/A + yMz/Jw = 0.000 kips/in f 3 = Vy/A + xMz/Jw = 0.000 kips/in ft = (f 12 + f22 + f3 2)1/2 = 6.053 kips/in Required Weld = ft/Fw = 0.217 kips/in Throat Requked Fillet = ft/(Fw*.707) = 0.306 kips/in t/ Weld 06/07/94 - Cook Residence - Weld Analysis - RCE 94-019 - Pg. No. L W b = 0.50 in d = 6.00 in P = 0.53 kips a I Vx = 0.00 kips — X VY = 4.34 kips Mx = 0.00 in -kips My = 10.85 in -kips ° Mz = 0.00 in -kips Fw = 21.00 ksi I = 1.33 Aw = 2d = 12.00 in . Sx = d2/6 = 6.00 int Sy = bd = 3.00 int Jw = d(3b2+(12)/6 = 36.75 in^3 fl . = P/A + Mx/Sx + My/Sy = 3.660 kips /in f2 = Vx/A + yMz/Jw = 0.000 kips/in f3 = Vy/A + xMz/Jw = 0.362 kips/in ft = (f 12 + f22 + f32)'/2 = 3.678 kips/in Required Weld = ' f t/Fw Throat Required Fillet = ft/(Fw*.707) Weld 0.132 kips/in 0.186 kips/in ,/ SPREAD FOOTING DESIGN Charles Roberts, P.E. Chico, California Date: 6-7-1994 Project: Cook Res. Footing Location: Joint 1 Comment : MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.50 ksi Steel yield strength, Fy is 40.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00.pcf Max. soil bearing is 1.50 ksf (33% short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL .75(1.4DL + 1.7LL + 1.7W) .9DL - 1.3W .75(1.4DL + 1.7LL + 1.87EQ) .9DL - 1.4EQ UNFACTORED INPUT LOADS P (kips) M (ft -kips) DL 1.52 0.00 LL 1.22 0.00 EQ 1.22 0.00 WIND 2.28 0.00 FOOTING PERAMETERS STRESSES AND'SOIL BEARING Dimensions are 2.00.Ft.. Sq../ Max. punching shear stress is 9.17 psi Total depth is 12..00 Inches 2' ..Max. beam shear stress is 1.97 psi Depth "d" is 8.00 Inches Gravity only soil _bearing is. 0.73 ksf Col size is 8.00 x 5.00 In. Gravity+lat. soil bearing is 1.30 ksf REQUIRED REINFORCEMENT bottom long. 0..04 Sq.In. bottom trans. 0.06 Sq.In. " pc�3 Li SPREAD'FOOTING DESIGN Charles Roberts, P.E. Chico, California Date: 6-7-1994 Project: Cook Res. Footing Location: Joint 6 Comment MATERIAL PROPERTIES Ultimate concrete compressive strength,.f"c is 2.50 ksi. Steel yield strength, Fy is 40.00 ksi Concrete is Hardrock with a unit weight.of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (33o,short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL .75(1.4DL + 1.7LL + 1.7W) .9DL - 1.3W .75(1.4DL + 1.7LL + 1.87EQ) .9DL - 1.4EQ UNFACTORED INPUT LOADS P (kips) DL 1.76 LL 1.44 EQ 1.18 WIND 2.22 FOOTING PERAMETERS M (ft -kips) 0.00. 0.00 0.00 0.00 Dimensions are 2.00 Ft. Sq. Total depth is 12.00 Inches. Depth "d" is 8.00 Inches Col size is 8.00 x 5.00 In REQUIRED REINFORCEMENT bottom long. 0.04 Sq.In. bottom trans. 0.06 Sq.In. STRESSES -AND SOIL BEARING Max. punching shear stress is 9.80 psi Max. beam shear stress is 2.12 psi Gravity only soil bearing is 0.85 ksf Gravity+lat. soil bearing is 1.40 ksf. SPREAD FOOTING DESIGN Charles Roberts, P.E. Chico, California Date: 6-7-1994 Project: Cook Res. Footing Location: Joint 10 Comment . MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.50 ksi Steel yield strength, Fy is 40.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (33i -short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL .75 (1 .4DL + 1.'7LL + 1-7W) .9DL - 1.3W .75(1.4DL + 1.7LL + 1.87EQ) .9DL - 1.4EQ UNFACTORED INPUT LOADS P (kips) DL 2.01 L'L 1.64 EQ 1.01 WIND 1-89 FOOTING PERAMETERS M (ft -kips) 0.00 0.00 0.00 0.00 Dimensions are 2.00 Ft. Sq., Total depth is 12..00 .Inches Depth "d" is 8.00 Inches Col size is 8.00 x 5.00 In. REQUIRED REINFORCEMENT bottom long. 0.04, Sq.In. bottom trans.. 0.07 Sq.In. STRESSES AND SOIL BEARING Max. punching shear stress is 9.93 psi Max. beam shear stress is.... 2.15 psi Gravity only soil bearing is 0.96 ksf Gravity+lat. soil bearing is 1.43 ksf SPREAD FOOTING DESIGN Charles Roberts, P.E. Chico, California Date: 6-7-1994 Project: Cook Res. Footing Location: Joint 13 Comment : MATERIAL PROPERTIES 'Pt 4 K o M, P6� Ultimate concrete compressive strength, f"c is 2.50 ksi Steel yield strength, Fy"is 40.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.50 ksf (3311 short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL .75(1.4DL + 1.7LL + 1.7W) .9DL - 1.3W ..75(1.4DL + 1.7LL + 1.87EQ) .9DL - 1.4EQ UNFACTORED INPUT LOADS FOOTING PERAMETERS M (ft -kips) 0.00 0.00 0.00 0.00 Dimensions are 2.00 Ft. Sq. Total depth is 12.00'Inches Depth "d".is, 8.00 Inches Col size is 8.00 x 5.00 In REQUIRED REINFORCEMENT bottom long. 0.04 Sq.In., bottom trans. 0.06 Sq.In. STRESSES AND SOIL BEARING Max: punching shear stress is 9.12 psi Max. beam shear stress is 1.96 psi Gravity only soil bearing is- 0.85 ksf Gravity+lat. soil bearing is 1.31 ksf P (kips). DL 1.78 LL 1.43 EQ 0.98 WIND 1.83 FOOTING PERAMETERS M (ft -kips) 0.00 0.00 0.00 0.00 Dimensions are 2.00 Ft. Sq. Total depth is 12.00'Inches Depth "d".is, 8.00 Inches Col size is 8.00 x 5.00 In REQUIRED REINFORCEMENT bottom long. 0.04 Sq.In., bottom trans. 0.06 Sq.In. STRESSES AND SOIL BEARING Max: punching shear stress is 9.12 psi Max. beam shear stress is 1.96 psi Gravity only soil bearing is- 0.85 ksf Gravity+lat. soil bearing is 1.31 ksf *** JOINT DATA *** Joint X - word. Y - coord. X - Degree Y - Degree Z - Degree Number. (feet) (feet) of Freedom of Freedom of Freedom 1 0 0 0 0 1 2 0 10 1 1 1 3 6.375 10 1 1 1 4 12.75 10 1 1 1 5 12.75 13 1 1 1 6 12.75 0 0 0 1 7 18.75 17.5 1 0 1 8 24.75 13 1 1 1 9 24.75 10 1 1 1 10 24.75 0 0 0 1 11 32.125 10 1 1 1 12 39.5 10 1 1 1 13 39.5 0 0 0 1 Note: Degree of Freedom: 0=restrained 1=free j=coupled to joint 'j' *** SECTION PROPERTY DATA *** Sec X -sectional Mom. Inertia Shear Area Section Mod Plastic Moment No. Area (in2) (in4), (in2) (in3) Capacity (K -ft) 1 6.16 75.3 2 18.2 0 2 16.5 41.59 11 15.125 0 Notes: 1. Non -zero Cross-sectional Area and Moment of Inertia are mandatory. 2. For non -zero Shear Area, shear stresses are calculated. 3. For non -zero Shear Area and Shear Modulus, secondary deflections due to shear. are included. (linear elastic analysis only)., 4. For non -zero Elastic Section Modulus (S), stresses are calculated. 5. Non -zero Plastic Moment Capacity is mandatory for plastic analysis. P -FRAME Input Data Str No. 01 07 Jun 94 12:59 pm *** MATERIAL PROPERTY DATA *** Material YoungTpd Shearmod Density Coeff Exp Fy Yield Number (ksi) (ksi) (K/ft3) (/F*1.E-6) (ksi) 1 29000 0 .49 0 36- 2 1700 0 .04 0 1.25 P -FRAME Input Data Str No. 01 07 Jun 94 12:59 pm Notes: 1. Elastic Modulus (Young's Modulus) is mandatory. 2. For non -zero Shear Modulus and Shear Area, secondary deflections due to shear are included (linear elastic analysis only). 3. Non -zero density is required if self -weight is specified and member weight . is to be considered (linear elastic and plastic analysis). 4. Non -zero Thermal Coefficient of Expansion is required for thermal loads. (linear elastic and plastic analysis). 5. Non -zero Yield Stress is mandatory for plastic analysis. -------------------------------------------------------------------------------- *** MEMBER CONNECTIVITY DATA *** Member Lower Greater Section Material Lower treater Attribute Length Number Joint Joint Number Number End Type End Type Type (ft) 1 1 J 2 1 1 1 1 1 10.. 2 2 3 1 1 1 .1 1 6.375 3 3 4 1 1 1 1 1 6.375 4 4 5 1 1 1 1 1 3. 5 4 6 1 1 1 1 1 .10. 6 9 10 1 1 1 1 1 10. 7 8 9 1 1 1 1 1 3. 8 9 11 1 1 1 1 1 7.375 9 11 12 1 1 1 1 1 7.375 10 12 13 1 1 1 1 1 10: 11 5 7 '2 2 0 0 1 7.5 12 7 8 2 2 0 0 1 7.5 Notes: 1. Member End Types: 1=fixed (rigid connection) 0=pinned (pinned connection). 2. Attribute Type 0 indicates that the member has been deleted. a P -FRAME Input Data Str No. 01 07 Jun 94 12:59 pm load # loaded case joints 1 0 2 0 3 4 4 4 *** LOAD INITIALIZING DATA *** # support # loaded describe settlemnts members load case 0 6 DEAD LOADS 0 6 LIVE LOADS 0 0 WIND LOADS 0 0 SEISMIC LOADS *** JOINT LOAD DATA *** PO Z load case -3 - global joint loads 0 0 Record Loaded Horizontal Vertical Torsional Number Joint Load (kips) Load (kips) Load (K -ft) 1 2. 1.5 0 0 2 5 1 0 0 3 8 1 0 0 4 12 1.5 0 0 load case 4 - global .joint loads Record Loaded Horizontal Vertical Torsional Number Joint Load (kips) Load (kips) Load (K -ft) 1 2 .65 0 0 2 5 .65 0 0 3 8 .65 0 0 4 12 .65 0 0 Notes: 1. Joint loads act in the global coordinate system. 2. Positive Horizontal Loads act in the positive X direction. 3. Positive Vertical Loads act in the positive Y direction. 4. Positive Torsional Loads act counter -clockwise. *** MEMBER LOAD DATA *** load case 1 - member distributed loads Rec Mem Sloped UDL Proj. UDL Local UDL No. No. K/ft slope K/ft horiz k/ft perp 1 2 -.25 0 0 2 3 -.25 0 0 3 8 -.25 0 0 4 9 -.25 0 0 5 11.. -.04 0 0 6 12 -.04 0 0 P -FRAME Input Data Local UDL Triangular Thermal K/ft parll K/ft_@ GJ Change (F) 0 0 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 Str No. 01 07 Jun 94 12:59 pm load case 2 - member distributed loads Rec Men Sloped UDL Proj. UDL Local UDL Local UDL Triangular Thermal No. No. K/ft slope K/ft horiz k/ft perp K/ft parll K%ft @ GJ Change (F) 1 2 -.2 0 0 0 0 0 2 3- 2. 0 0 0 0 0 3 8 -.2 0 0 0 0 0 4 9 -.2 0 0 0. 0 .0 5 11 -.04 0 0 0 0 0 6 12 -.04 0 0 0. 0 0 Notes: 1. Sloped UDL, Projected UDL & Point Loads act in the global coordinate system. 2. Local Perpendicular, Local Parallel, Triangular Loads act in the local member coordinate system. 3. Triangular Loads are 0 at the lower joint with the magnitude specified at the greater joint. -------------------------------------------------------------------------------- * LOAD'OOMBINATION DATA-*** Load Load Carib Load 'Carib Load Ccmb: Load Comb Load Carib Load Cart Car -b Case Fact Case Fact Case Fact Case Fact Case Fact Case Fact 1 1 1 2 1 2 1- 1 2 1 .3 1 3 1 1 2 1 4 1 P -FRAME Input Data Str No. 01 07 Jun 94 12:59 pm *** ANALYSIS HISTORY *** Structure Degrees of Freedom .................. 30 Structure Half Bandwidth 7 Structure Stiffness Elements ................. 210 Member with maximum half -bandwidth 5 Number of Support Joints and Springs ........... 5 Load ombination Results Joint Load X -Reaction Y -Reaction *** SUPPORT REACTIONS *** Canbination Load Case Results (kips) (k -ft) 1 1 .322 Joint Load X -Reaction Y -Reaction Z -Reaction Number. Case (kips) (kips) (K -ft) 1 1 L .179 1.520 0.000 0.000 2 L L .143 1.216 0.000 3 .W1,jD -1.395. -2.276 0.000 Elastic analysis 4 6iStAle. -.739 -1..215 0.000 6 1 07 Jun 94 12:59 pm -.251 1.763 0.000 2 -.201 1.441 0.000 3 -1.183. 2.217 0.000 4 -.603 1.184 0.000 7 1 0.000 .409 0.000 2 0.000 .387 0.000 3 0.000 .117 0.000 4 0.000 .063 0.000 10 1 .341 2.003 0.000 2 .273 1.633 0.000 3 -1.116 -1.888 0.000 4 -.566 -1.008 0.000 13 1 -.268 1.780 0.000 2 -.215 1.424 0,000 3 -1.306 1.830 0.000 4 -.692 .977 0.000 Load ombination Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Canbination (kips) (kips) (k -ft) 1 1 .322 2.736 -0.000 2 -1.073o .460. 0.000 3 -.41.7 1.521 .0.000 6 1 -.452 3.204 0.000 2 -1.635- 5.421° 0.000 .3 -1.055 4.388 0.000 P -FRAME Linear Elastic analysis results Str No. 01 07 Jun 94 12:59 pm Load Canbination Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Combination (kips) (kips) (K -ft) 7 1 '0.000 .795 0.000 -.00043 2 0.000 .912® 0.000 .01766.. 3 0.000 .858 0.000 10 1 .613o 3.6360 0.000. 3 2 -.502 1:748 0.000 .01408 3 .047 2.628 0.000 13 1 -.483 3.204 0.000 2 -1.7890 5.034o 0.000 .58626v-- 3 -1.175 4.181 0.000 Notes: 1. Positive X -reactions act in the positive global X direction.- 2: Positive Y -reactions act in the positive globalY direction. 3. Positive Z -reactions act counter -clockwise. *** JOINT DISPLACEMENTS *** Load Case Results Joint Load X-Displ. Number Case (in) 1 1 0.00000 -.00642 2 0.00000 -.00102 3 0.00000 -.00043 4 0.00000 2. 1 .01766.. .00003 2 .01414 .00894 3 .58635 .00053 4 .30844 3 1 .01758 -.00229 2 .01408 -.00120 3 .586304-- .00031 4 .30847 4 1 .01751 2 .01402 3 .58626v-- 4 .30851 5 1 .00338 2 .00273 3 .67622,v-- 4 .35829 P -FRAME Linear Elastic analysis results Y-Displ. Rotation (in) (rad) 0.00000 .00005 0.00000 .00004 0.00000 -.00642 0.00000 -.00338' -.00102 -.00054 -.00082 -.00043 .00153 -.00182 .00082 -.00095 -.03283 .00003 -.02628 .00003 .00894 .00100 .00575 .00053 -.00118 .00041 -.00097 .00033 -.00149 -.00229 -.00080 -.00125 -.00120 .00039 -.00099 .00031 -.00148 -.00261 -.00079- -.00145 .Str No. 01 07 Jun 94 12 : 59 ' pm . Load Case Results Joint Load Number Case 6 1 2 3 4 7 1 2 .3 4 8 1 2 3 4 9 1 2 3 4 10 1 2 3 4 11 1 2 3 4 12 1 2 3 4 13 1 2 3 4 Load Combination Results X-Displ. (in) 0.00000 0.00000 0.00000 0.00000 .00284 .00228 . 67550Q-- .35791 .00218 .00173 .67685 .35863 -.01866 -.01495 .58352-0- .30701 0.00000 0.00000 0.00000 0.00000 -.01880 -.01505 .58361 Q 30699 -.01893 -.01516 .58371v .30697 0.00000 0.00000 0.00000 0.00000 Joint Load X-Displ. Number Combination (in) 1 1 0.00000 2 0.00000 3 0.00000 2 1 .03180 2 .61815 cp 3 .34024 P -FRAME Linear Elastic analysis results Y-Displ. (fin) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 -.00136 -.00112 .00128 .00068 -.00135 -.00110 .00127 .00068 0.00000 0.00000 0.00000 0.00000 -.05533 -.04427 -.00922 -.00611 -.00120 -.00096 -.00123 -.00066 0.00000 0.00000 0.00000 0.00000 Y-Displ. (in) 0.00000 0.00000 0.00000 -.00184° -.00031 -.00102 Rotation (rad) -.00042 -.00034 -.00619 -.00323 0.00000 0.00000 0.00000 0.00000 -.00057 -.00046 -.00268 -.00149 -.00059 -.00047 .00241 -.00131 .00053 .00042 -.00609 -.00318 -.00004 -.00003 .00108 .00058 .00075 .00060. -.00199 -.00104 -.00014 -.00011 -.00630 -.00332 Rotation (rad) .00009 -.006330 -.00329 -.00097 -.002790 .00192 Str No. 01 07 Jun 94 12:59 pm Load Combination Results Joint Load Number Combination 3 1 4 5 6 7 8 9 10 11 12 13 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 X-Displ. (in) .03166 .61797,o .34014 .03153 .61779,o .34004 .00611 . 68233° .36441 0.00000 0.00000 0.00000 .00512 .68062c .36303 .00391 .680770 .36254 -.03361 .54991 .27340 0.00000 0.00000 0.00000 -:03385 .54976m .27314 -.03409 .54962- .27288 0.00000 0.00000 0.00000 Y-Displ. (in) -.05911° -.05017 -.05336 -.00215 -.00364- -.00295 -.00219 -.00367o -.00298 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 -.002480 -.00120 -.00180 .00244 n -.00117 .00177 0.00000.. 0.00000 0.00000 -.09960 -.10882° -.10570 -.00215 -.00338 -.00281 0.00000 0.00000 0.00000 p9 s_+ Rotation (rad) .00006 .001056- .00059 .00073 -.00155, -.00051 .00069, -.00191 -.00076 -.00076 -.00695° -.00399 0.00000 0.00000 0.00000 -.00103 -.003710 -.00252 -.00107 -.00348m -.00238 .00095 .00513 0 -.00223 -.00007 .00101. .00051 .00135- -.00065 .00031 -.00025 -.00655 ° -.00357 Notes: 1. Positive X -displacements are in the positive global X direction. 2. Positive Y -displacements are in the positive global Y direction. 3. Positive Z -displacements are counter -clockwise. P -FRAME Linear Elastic analysis results Str No. 01 07 Jun 94 12:59 pm *** MEMBER FORCES *** _Load Case Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Case (kips) (kips) (K -ft) (kips) (kips) (K -ft) 1 1 1.520 -.179 0.000 -1.520 .179 -1.790 2 1.216 -.143 0.000 -1.216 .143 -1.432 3 -2.276 1.395 0.000 2.276 -1:395 13.952 4 -1.215 .739 0.000 1..215 -.739 7.389 2 1 .179 1.520 1.790 -.179. .074 2.820 2 .143 1.216 1.432 -.143 .059 2.256 3 .105 -2.276- -13.952 -.105 2.276 -.555 4 -.089 -1.215 -7.389 .089 1.215 -.357 3 1 .179 -.074 -2.820 -.179 1.668 -2.731 2 .143 -.059 -2.256 -.143 1.334 -2.184 3 .105 -2.276- .555 -.105 2.276 -15.061 4 -.089 -1.215 .357 .089 1.215 -8.103 4 1 .096 .072 .217 -.096 -.072 0.000 2 .107 .058 .174 -.107 -.058 0.000 3 -.058 1.078 3.234 .058 -1.078 0.000 4 -.031 .692 .2.075 .031 -.692 0.000 5 1 1.763 .251 2.513 -1.763 -.251 0.000 2 .1.441 .201 2.011 -1.441 -.201 0.000 3 2.217 1.183' 11.827 -2.217 -1.183 0.000 4 1.184 .603 6.028 -1.184 -.603 0400 6 1 2.003 -.341 -3.407 -2.003 .341 0.000 2 1.633 -.273 -2.726 -1.633 .273 0.000 3 -1.888 1.116 11.157 1.888 -1.1.16 0.000 4 -1.008 .566 5.663 1.008 =.566 0.000 7 1 .096. -.072 0.000 -.096 .072 -.217 2 .107 -.058 0.000 -.107 .058 -.174 3 -.058 .922 0.000 .058 -.922 2.766 4 -.031 .608 0.000 .031 -.608 1.825 8 1 .268 1.908 3.624 -.268 -.064 3.645 2 .215 1.526 2.899 -.215 -.051 2.916 3 -.194 -1.830 -13.923 .194 1.830 .429 4 .042 -.977 -7.488 =.042 .977 .284 9 1 .268 ..064 -3.645 -.268 1.780 -2.683 2 .215 .'051 -2.916 -.215 1..424 -2.147 3 -.194 -1.830 -.429 .194 1.830 -13.064 4 .042 -.977 -.284 -.042 .977 -6.920 10 1 1.780 .268 2.683 -1:780 -.268 0.000 2 1.424 .215 2.147 -1.424 -.215 0.000 3 1.830 1.306 13.064 -1.830 -1.306 0.000 4 .977 .692 6.920 -.977 -.692 0.000 P -FRAME Linear Elastic analysis results Str No. 01 07 Jun 94 12:59 pm Load Case Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Case (kips) (kips) (K -ft) (kips) (kips) (K -ft) 11 1 0.000 .120 0.000 .180 .120 0.000 2 .018 .120 0.000 .162 .120 0.000 3 -.097 0.000 0.000 .097 0.000 0.000 4 .-.052 0.000 0.000 .052 0.000 0.000 12 1 -.180 .120 0.000 0.000 .120 0.000 2 -.162 .120 0.000 -.018 .120 0.000 3 -:097 0.000 0..000 .097 0.000 0.000 4 -.052 0.000 0.000 .052 0.000 0.000 Load Ccarbination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 1 1 2.736 -.322 0.000 -2.736 .322 -3.222 2 .460 1.073 0.000 =.460 -1.073 10.731 3 1.521 .417 0.000 -1.521 -.417 4.168 2 1 .322 2.736 - 3.222 -.322 - .133 5.076 2 .427 .460 -10.731 -.427 2.408 4.521 3 .233 1.521 -4.168 -.233 1.348 4.719 3 1 .322 -.133 -5.076 -.322 3.002 -4.915 2 .427 -2.408 -4.521 -.427 5.277 -19.976 3 .233 -1.348 -4.719 -.233 4.217 -13.018' 4 1 .202 ..130 .391 -.202 -.130 0.000 2 .144 1.208 3.625 -.14.4 -1.208 0.000 3 .171. .822 2.466 -.171 -.822 0.000 5 1 3.204 .452 4.524 -3.204 -.452 0.000 2 5'.421 1.635 16.352. -5.421 -1.635 0.000 3 4.388 1.055 10.552 -4.388 -1.055 0.000 6 1 3.636 -.613 -6.133 -3.636 .613 0.000 2 1.748 .502 5.024 -1.748 -.502 0.000 3 2.628 -.047 -.470 -2.628 .047, 0.000 7 1 .202 -.130 0.000 -.202 .130 -.391 2 .144 .792 0.000 -.144. -.792 2.375 3 .171 .478 0.000 -.171 -.478 1.434 8 1 .483 3.434 6.524 -.483 -.115 6.561 2 .289 1.604 -7.399 -.289 1.715 6.990 3 .525 2.457 -.964 -.525 .862 6.845 9 1 .483 .115 -6..561 -.483 3.204 -4.830 2 .289 -1.715 -6.990 -.289 5.034 -17.894 3 .525 -.862 -6.845 -.525 4.181 -11.750 10 1 3.204 .483 4.830 -3.204 -.483 0.000 P -FRAME Linear Elastic analysis results Str No. 01 07 Jun 94 12:59 pm Load Combination Results Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Ccmb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 2 5.034 1.789 17.894 -5.034 -1.789 0.000 3 4.181 1.175 11.750 -4.181 -1.175 0.000 11 1 .017 ..240 0.000 .343 .240 0.000 2 -.080 .240 0.000 .440 .240 0.000 3 -.035 .240 0.000 .395 .240 0.000 12 1 -.343 .240 0.000 -.017 .240 0.000 2. -.440 .240 0.000 .080 .240 0.000 3 -.395 .240 0.000 .035 .240 0.000 Notes: 1. Positive axial forces act in the positive local (member) x direction. 2. Positive shear forces act in the positive local (member) y direction. 3. Positive bending moments act counter -clockwise. ----------------------- MEMBER STRESSES *** Load Case Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Case No. (psi) (psi) (psi) (psi) (psi) 1 1 1 -246.7 -89:5 0.0 -246.7 -246.7 2 -246.7 89.5 1,180.1 933.3 -1,426.8 2 1 -197.4 -71.6 0.0 -197.4 -197.4 2 -197.4 71.6 944.0 746.7 -1,141.4 3 1 369.4 697.6 0.0 369.4 369.4 2 369.4 -697.6 -9,.199:2 -8,829.8 9,568.7 4 11 197.3 369.5 1 0.0 197.3 197.3 2 197.3 -369.5 -4,872.2 -4,674.9 5,069.4 2 1 2 -29.1 760.0 1,180.1 1,151.0 -1,209.1 3 -29.1 36.9 -1,859.3 -1,888.3 1,830:2 2 2 -23.2 608.0 944.0 920.8 -967.3 3 -23.2 29.5 =1,487.4 -1,510.7 1,464.2 3 2 -17.0 -1.,137.8 -9,199.2 -9,216.3 9,182.2 3 -17.0 1,137.8 365.7 348.7 -382.7 4 2 14.4 -607.5 -4,872.2 -4;857.7 4,886.6 3 14.4 607.5 235.2 249.7 -220.8 . 3 1 3 -29.1 -36.9 -1,859.3 -1,888.3 1,830.2 4 -29.1 833.8 1,800.4 1,771.3 -1,829.4 2 3 -23.2 -29.5. -1,487.4 -1,510.7 1,464.2 4 -23.2 667.0 1,440.3 1,417.1 -1,463.6 3 3 -17.0 -1,137.8 365.7 348.7 -382.7 4 -17.0 1,137.8 _ 9,930.6 9,913.6 -9,947.6 4 3 14.4 -607.5 235.2 249.7 -220.8 4 14.4 607.5 5,342.6 5,357.0 -5,328.2 P -FRAME Linear Elastic analysis.results Str No. 01 07 Jun 94 12:59 pm Load Case Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Case No. (psi) (psi) (psi) (psi) (psi) 4 1 4 -15.5 36.2 143.1 127.6 -158.7 5 -15.5 -36.2 0.0 -15.5 -15.5 2 4 -17.3 28.9 114.5 97.2 -131.8 5 -17.3 -28.9 0.0 -17.3 -17.3 3 4 9.5 539.0 2,132.2 2,141.7 -2,122.7 5 9.5 -539.0 0.0 9.5 9.5 4 4 5.1 345.9 1,368.2 1,373.3 -1,363.2 5 5.1 -345.9 0.0 5.1 5.1 5 1 4 -286.2 125.7 1,657.2 1,371.0 -1,943.5 6 -286.2 -125.7 0.0 -286.2 -286.2 2 4 -233.9 100.5 1,325.8 1,091.9 -1,559.7 6 -233.9 -100.5 0.0 -233.9. -233.9 3 4 -359.9 591.4 7,798.3 7,438.4 -8,158.3 6 -359.9 -591.4 0.0 -359.9 -359.9 4 4 -192.2 301.4 3,974.4 3,782.2 -4,166.5 6 -192.2 -301.4 0.0 -192.2 -192.2 6 1 9 -325.2 -170.4 -2,246.5 -2,571.7 1,921.3 10 -325.2 170.4 0.0 -325.2 -325.2 2 9 -265.0 -136.3 -1,797.2 -2,062.2 1,532.2 10 -265.0 136.3 0.0 , -265.0 -265.0 3 9. 306.5 557.8 7,355.9 7,662.4 -7,049.4 10 306.5 -557.8 0.0 306.5 306.5 4 9 163.6 283.2 3,734.0 3,897.7 -3,570.4 10 163.6 -283.2 0.0 163.6 163.6 7 1 8 -15.5 -36.2 0.0 -15.5 -15.5 9 -15.5 36.2 143.1 127.6 -158.7 2 8 -17.3 -28.9 0.0 -17.3 -17.3 9 -17.3 28.9 114.5 97.2 -131.8 3 8 9.5 461.0 0.0 9.5 9.5 9 9.5 -461.0 -1,823.8 -1,814.3. 1,833.3 4 8 5.1 304.1 .0.0 5.1 . 5.1 9 5.1 -304.1 -1,203.2 -1,198.1 1,208.3 8 1 9 -43.6 953.8 2,389.6 2,346.1 -2,433.2 11 -43.6 -31.9 -2,403.3 -2.,446.8 2,359.7 2 9 -34.9 763.0 1,911.7 1,876.9 -1,946.6 11 -34.9 -25.5 -1,922.6 -1,957.5 1;887.8 3 9 31.4 -914.8 -9,179.7 -9,148.3 9,211.2 11 31.4 914.8 -283.1 -251.7 314.5 4 9 -6.8 -488.4 -4,937.2 -4,944.0 4,930.4 11 -6.8 488.4 -187.4 -194.2 180.6 9 1 11 -43.6 31.9 -2,403.3 -2,446.8 2,359.7 12 -43.6 890.0 1,769.3 1,725.8 -1,812.9 2 11 -34.9 25.5 -1,922.6 -1,957.5 1,887.8 12 -34.9 712.0 1,415.4 1,380.6 -1,450.3 3 11 31.4 -914.8 -283.1 -251.7 314.5 12 31.4 914.8 8,613.5 8,644.9 -8,582.1 P-FRAME.Linear Elastic analysis results Str No. 01 07 Jun 94 12:59 pm Load Case Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Case No. (psi) (psi) (psi) (psi) (psi) 4 11 -6.8 -488.4 -187.4 -194.2 180.6 12 -6.8 488.4 4,562.3 4,555.5 -4,569.1 10 1 12 -289.0 134.2 1,769.3 1,480.4 -2,058.3 13 -289.0 -134.2 0.0 -289.0 -289.0 2 12 -231.2 107.3 1,415.4 1,184.3 -1,646.6 13 -231.2 -107.3 0.0 -231.2 -231.2 3 12 -297.0 653.2 8,613.5 8,316.5 -8,910.5 13 -297.0 -653.2 0.0 -297.0 -297.0 4 12 -158.6 346.0 4,562.3 4,403.8 -4,720.9 13- -158.6 -346.0 0.0 -158.6 -158.6 11 1 5 0.0 10.9 0.0 0.0 0.0 7 10.9 10.9 0.0 10.9 10.9 2 5 -1.1 10.9 0.0 -1.1 -1.1 7 9.8 10.9 0.0 9.8 9.8 3 5 5.9 0.0 0.0 5.9 5.9 7 .5.9 0.0 0.01 5.9 5.9 4 5 3.2 0.0 0.0 3.2 3.2 7 3.2 0.0 0.0 3.2 3.2 12 1 7 10.9 10.9 0.0 10.9 10.9 8 0.0 10.9 0.0 0.0 0.0 2 7 9.8 10.9 0.0 9.8 9.8 8 -1.1 10.9 0.0 -1.1 3 7 5.9 0.0 0.0 5.9 5.9 8 5.9 0.0 0.0 5.9 5.9 4 7 3.2 0.0 0.0 3.2 3.2 8 3.2 0.0 0.0 3.2 3.2 Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 1 1 1 -444.1 -161.1 0.0 -444.1 -444.1 2 -444.1 161.1 2,124.1 1,680.0 -2,568.3 2 1 -74.7 536.5 0.0 -74.7 -74.7 2 -74.7 =536.5 -7,075.1 -7,149.9 7,000.4 3 1 -246.9 208.4 0.0 -246.9 -246.9 2 -246.9 -208.4 -2,748.0 -2,994.9 2,501.2 2 1 2 -52.3 1,368.0 _ 2,,124.1 2,071.8 -2,176.4 3 -52.3 66.4 -3,346.7 -3,399.0 3,294.4 2 2 -69.3 230.2 -7,075.1 -7,144.4 7,005.8 3 -69.3 1,204.2 -2,981.0 -3,050.3 2,911.7 3 2 -37.9 760.4 -2,748.0 -2,785.9 2,710.2 3 -37.9 674.0 -3,111.5 -3,149.3 3,073.6 3 1 3 -52.3 -66.4 -3,346.7 -3,399.0 3,294.4 4 -52.3 1,500.8 3,240.7 3,188.4 -3,293.0 2 3. -69.3 -1,204.2 -2,981.0 -3,050.3 2,911.7 P -FRAME Linear Elastic analysis results Str No. 01 07 Jun 94 12:59 pm Load Combination Results Mem Load. Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 4 -69.32,638.6 13,171.3 13,102.0 -13,240.6 3 3 -37.9 `.0 -3,111.5 -3,149.3 3,073.6 4- -37.9 2,108.3 8,583.3 8,545.4 -8,621.1 4 1 4 -32.8 65.1 257.7 224.8 -290.5 5 -32.8 -65.1 0.0 -32.8 -32.8 2 4 -23.3 604.1 2,389.9 2,366.6 -2,413.3 5 -23.3 -604.1 0.0 -23.3 -23.3 3 4 -27.8 411.0 1,625.9 1,598.1 -1,653.7 5 -27.8 -411.0 0.0 -27.8 -27.8 5 1 4 -520.1 226.2 2,983.0 2,462.9 -3,503.1 6 -520.1 -226.2 0.0 -520.1 -520.1 2 4 -880.0 817.6 .10,781.3 9,901.3 -11,661.4 6 -880.0 -817.6 0.0 -880.0 -880.0 3 4 -712.3 527.6 6,957.4 6,245.1 -7,669.7 6 -712.3 -527.6 0.0 -712.3 -712.3 6 1 9 -590.2 -306.6 -4,043.7 -4,633.9 3,453.4 10 -590.2 306.6 0.0 -590.2 -590.2 2 9 -283.7 251.2 3,312.3 3,028.5 -3,596.0 10 -283.7 -251.2 0.0 -283.7 -283.7 3 9 -426.6 -23.5 -309.7 -736.2 -116.9 10 -426.6 23.5 0.0 -426.6 -426.6 7 1 8 -32.8 -65.1 0:0 -32.8 -32.8 9 -32.8 65.1 257.7 224.8 -290.5 2 8 -23.3 395.9 0.0 -23.3 -23.3 9 -23.3 -395.9 -1,566.1 -1,589.5 1,542.8 3 8 -27.8 239.0 0.0 -27.8 -27.8 9 -27.8 -239.0 -945.5 -973.3 917.8 8 1 9 -78.4 1,716.8 4,301.3 4,222.9 -4,379.7 11 -78.4 -57.4 -4,325.9 -4,404.3 4,247.5 2 9 -47.0 802.0 -4,878.4 -4,925.4 4.,831.4 11 -47.0 857.4 -4,609.0 -4,656.0 4,562.0 3 9 -85.2 11228.4 -635.9 -721.1 550.6 11 -85.2 431.0 -4,513.3 -4,598.5 4,428.1 9 1 11 -78.4 57.4 -4,325.9 -4,404.3 4,247.5 12 -78.4 1,602.0 3,184.8 3,106.4 -3,263.2 2 11 -47.0 -857.4 -4,609.0 -4,656.0 4,562.0 12 -47.0 2,516.8 11,798.3 11,751.3 -11,845.3 3. 11 -85.2 -431.0 -4,513.3 -4,598.5 4,428.1 12 -85.2 2,090.4 7,747.1 7,661.9 -7,832.3 10 1 12 -520.1 241.5 3,184.8 2,664.6 -3,704.9 13 -520.1 -241.5 0.0 -520.1 -520.1 2 12 -817.1 894..7 11,798.3 10,981.1 -12,615.4 13 -817.1 -894.7 0.0 -817.1 -817.1 3 12 -678.7 587.5 7,747.1 7,068.4 -8,425.8 P -FRAME Linear Elastic analysis results Str No. 01 07 Jun 94 12:59 pm e Load Ccmbination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal - No. Comb No. (psi) (psi) (psi) (psi) (psi) 13 -678.7 -587.5 0.0 -678.7 -678.7 11 1 5 -1.0 21.8 0.0 -1.0 -1.0 7. 20.8 21.8 0.0 20.8 20.8 2 5 4.9 21.8 0.0 4.9 4.9 7 26.7 21.8 0.0 26.7 26.7 3 5 2.1 21.8 0.0 2.1 2.1 7 23.9 21.8 0.0 23.9 23.9 12 1 7 20.8 21.8 0.0 20.8 20.8 8 -1.0 21.8 0.0 -1.0 -1.0 2 7 26.7 21.8 0.0 26.7 26.7 8 4.9 21.8 0.0 4.9 4.9 3 7 23.9 21.8 0.0 23.9 23.9 8 2.1 21.8 0.0. 2.1 2.1 Notes: 1. Axial stress is positive for tension. 2. Shear stress is positive for positive shear. 3. Bending stress is for top of member. Bending stress is positive for tension. 4. Top Normal stress = Axial + Bending. Bottom Normal stress = Axial - Bending. P-FRAME Linear Elastic analysis results Str No. 01 07 Jun 94 12:59.pm 'Point System Summary: Climate Zone BUILDING DATA F C itioned Floor Area 3/6- Number of Stories lab/ aised Floor Check all applicable Unit Type condition(s): [tKingle Family Detached (SFD) [ ] Addition Alone [ ] Single Family Attached (SFA) [ ] Existing Building [ J Mufti -Family (MF) [ ] Existing -Plus -Addition SCORE CARD . Measures P -2R E 1.0 ,ng Insulati-576� Fenestration North Are /. 0 East South O O West 3. Raised Floor Insulation or Skylight O Total 4. Slab Edge Insulation or 1.0 ,ng Insulati-576� L/_s____7 or -- l�3 Ja 21*all Insulation — R -value (_R 7 77 or U -value X R -value U -value 3. Raised Floor Insulation or Effective SEER R -vale U -value 4. Slab Edge Insulation or _ R -value F2 factor S. Infiltration Any Ducts in Unconditioned Space? N ) 6.• Fenestration_ Heat Loss PC1Z_. , �9 2/•S Type U -value Total % Fenestration 7.Fenestration Heat Gains ' % Fenestration SCShade open Eff. % Fenes. Shade Eu. Ratio North ¢. % x • , -ZZ East i u- X _ ' —Z 1% /-=-r- South X West 2. S x Skylight x = Overhangs? N) , 8. Interior Thermal Mass or. 9. Exterior Wall Mass 10. Heating System ,Tl—._:C ooling Sy_stteem 12 Water Heating System 1d Heater Type System 2 Heater Type Form Revised January 1992 ExposedSlab Int Mass/CFA PI-4-�. Ext Wall Mass ,7-z- x . , 8 E�> -- l�3 Ja AFUE or HSPF Duct Efficiency Effective AFUE X or HSPF nDuct Efficiency Effective SEER Point Scores O d �-/-4 7 C.a Sum 1-6 0 Zonal Control sy4t ZonalControl Adjustment ..5-2 F / 2. N1 Energy Factor' Ext Ins. -R --value Auxiliary Input Distribution Energy Factor Ext Ins. R -value Auxiliary Input Distribution BUTTE COUNV Point Total: -BUILDING DEPARTMENT. Point Goal: APPROVED . . M Sum 7-9 O 5 d Certificate of Compliance: Residential o � 1V7Z—" (Page 1 of 2) 6-1 R r n..:i.a.... 0-40 GENERAL INFORMATION Total Conditioned Floor Area: 0/5— ft2 Building Type: A--' Single Family Addition (check one or more) Mufti -Family Existing -Plus -Addition Front Orientation: North / EastSouth West / All Orientations (Input orientati and arde one.) Number of Dwelling Units: � Floor Construction Type: Slab aised Floor (circle one or both) BUILDING SHELL INSULATION Construction Component Insulation Assembly LocatioNComments Type R -Value U -Value (attic, to garage, typica w . Ow FENESTRATION Fenestration Area Fenestration Orientation (if) U -Value Front..... ( ) C) Front..... ( ) -77� Left....... ( ) Rear ..... Rear.... ( ) Right.... ( ) Right..... ( ) Skylight ....... Skylight ....... S`',ading Devices Interior Exterior Overhang Framing Type etc. etc. THERMAL MASS Type/Covering Area Thickness (sl exposed, tile, etc.) (sf) (inches) Location/Description (kitchen, bath, etc.) RevlwW December 1992 Certificate of Compliance: Residential COO. (Page 2 of 2) CF -113 HVAC SYSTEMS Noe Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (furnace, heat Efficiency Location- Piping Therrnostat Configuration um , etc.) (AFUE/HSP ducts/anic, etc. R -Value T (split or package) L Cooling Equipment Minimum Duct Type (air conditioner, Efficiency . Location Duct Thermostat Configuration heat pump, ev . cooling) SEER attic, etc. R -Value T (split or package) it '9 S WATER HEATINGTSYSTEMS? Energy' External Rated' Tank Factor or Tank Water Heater Distribution Number Input (kW Capacity Recovery Standby' Ins ulatio Tvnp Tvnp in Svstem or Stu/hr) (gallons) Efficiency Loss (%) R -Value 1. For small gas storage (rated input 5 75,000 BbAr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input 2 75,000 Btu/hr), fist Rated Input, Recovery Efficiency and Standby Loss. For Instantaneous gab water heaters, list Rated Input and Recovery Efficiency. SPECIAL FE-ATLI-RES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT ?his certificate of cor ipliance lists the budding features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the Dalifomia Codee of Regulations, and Ohe ad,,.i„istralve rey,:iaticns toimplemertt fhem. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be butt in multiple orientations, any shading feature that is varied is indicated In the Special Features/Remarks section. Designer or Owner (per Business & professions Code) Name: aG Titie/Firm: 001 e.r D Address: r�iG9 G¢ 9s92 S Telephone: Uc. tt: ko (signature) (date) Enforcement Agency Name: Title: Agency: Telephone: (signaturetstamp) - -- (date) Revised Docember 1992 Documentation Author Name: Title/Firrn: Address: Telephone: (signature) (date) Mandatory Measures. Checklist: Residential MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all -parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures * §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value. DESIGNER ENFORCEMENT 3/S . * §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). * §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floc . §150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §118: Insulation specified or installed megts California Energy Commission quality standards. Indicate type and form. 14* j,Z,p� §116.17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.N §150(f): Special infiltration barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and contro c. Flue damper and control 2. No continuous burning gas pilots allowed. S/ Space Conditioning, Water Heating and Plumbing System M`easures�­ 13: HVAC equipment, water heaters, showerheads and faucets certiby the Commission. ied &L' -'--s&- on a!; applicable heating sysiems. §1.50(j): Pipe and Tank Insulation 1. !.ndi•ect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of -pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. Ail buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°F insulated. 5. Piping insulated between heating source and indirect hot water tank. * §150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.. §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instruction no electric resistance heating and no pilot light. 2. System is installed with: �/Sti0 �-� S /�C! a. At least 36' pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buring pilot light. (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.) N Lighting Measures §150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms withwater closets; and recessed ceiling fixtures IC (insulation cover) approved. yam$ Revised January 1992. �t �`� GLAZING PLAN TAKEOFF -SHEET 3-5 North Glazing QUANTITY��3 0 AREA(SQ:FT.) (a)x (b) x = (c) x = (d) x = (e) X, - Total North Glazing /S— ,(SQ.FT.) (a+b+c+d+e) TOTAL NORTH TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR NORTH GLAZING �-5- .345' x 100 = . 7 SQ.FT. SQ.FT. 3-7 South Glazing QUANTITY SIZE_ AREA (SQ.FT.) (a) x = (b) x = (c) x = (d) x = (e) x = ;.Total South Glazing = (SQ.FT.) (a+b+c+d+e) TOTAL SOUTH TOTAL BLDG' CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR SOUTH GLAZING ' x 100 = O o0 SQ'.FT. SQ.FT. 3-9 Skylights QUANTITY SIZE. AREA (SQ.FT.) (a) x = (b) x = (c) x = Total Skylights = '(SQ.FT.) (a+b+c) FORM 3-6 East Glazing QUANTITY SIZE A (SQ.FT.) (b) x = (c) x = (d) x = (e) x = Total East Glazing = (SQ.FT.) (a+b+c+d+e) TOTAL EAST TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR EAST GLAZING 4S ; 3CS"— x 100 = % SQ.FT. SQ.FT. 3-8 West Glazing QUANTITY SIZE AREA (SQ.FT.) (a) ?� x (b) x = (c) x = (d) x = (e) x = Total West Glazing = 9 (SQ.FT_.) (a+b-Fc+d+e ) TOTAL WEST TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR WEST GLAZING r - x 100 /o SQ.FT. SQ.FT. TOTAL .SKYLIGHT TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA - FACTOR SKYLIGHT GLAZING x 100 SQ.FT. SQ.FT. OWNER PERMIT NO. 7/83' /83 1 �1GH �� �L�ILo. i ��f83 &,IP 17x2 ,8�i D�=+MAL i i Point System Summary: Climate Zone 11_ i BUILDING DATA Conditioned Floor Area O Number of Stories 2 Slab/ aised Floc Check all applicable Unit Type condition(s): feSingle Family Detached (SFD) [ ] Addition Alone [ ] . Single Family Attached (SFA) [ ] Existing Building [) Mufti -Family (MF) [ ] Existing -Plus -Addition SCORECARD Measures P -2R 1.Ceiltng,lnsulatlon�R Fenestration or Area % North Zp East ¢Z South SEER West 7/ Skylight _ Total S 813- " •L 1.Ceiltng,lnsulatlon�R _ 3$-7 or AFUE or SPF ,f4 R=value^' 2. Wall,lnsuiatlon__ `' //Q / �O U -value or or HSPF SEER Duct Efficiency R -value 3. Ralsed'Floor Insults ldtlo i�%�i U -value or R -value U -value 4. Slab Edge Insulation N/14 or R -value F2 factor 5. Infiltration Any Ducts in Unconditioned Space? O N ) 6. Fenestration Heat Loss(— Type U -value Total % Fenestration 7: Fenestration Heat Gain .�. - - ..y i%o Fenestration SCShade open Eff. % Fenes. Shade Eff. Radio North /0-0 x .. 77= . .06 East /- G- x � = /. O —I South S. 3 x 7. _ ¢ West 2• ¢ x . 7-7 = /• / Skylight 3 x Overhangs?&Y N ) .72 = Z /, O 8. Interior Thermal Mass or % Exposed Slab Int Mass/CFA - 9. Exterior Wall Mass 10. Heating System ._! 1i1:`Cooling System 12. Water Heating t' (SystemSC�-50 Hedter Type System 2 _1-1114 Heater Type Form Revised January 1992 Ext. -Wall -Mass X AFUE or SPF Duct Efficiency Effective AFUE or HSPF SEER Duct Efficiency Effective SEER Point Scores O O O ' Su— m 1.6 Zonal Control Adjustment N/.4 Zonal Control Adjustment Energy Factor Ext Ins. R -value Auxiliary Input Distribution Energy Factor Ext Ins. R -value Auxiliary Input Distribution o BUTTE COUNTY point Total. BUILOINQ MPARTMENTPointGoal: APPROVED O Certificate of Compliance: Residential (Page 1 bf 2) - CF -1R oe10 Project Tltie Date Project Address Building Permit tt 4d!g; /^/ 0oLD.>✓ h3— //4/ Plan Chock/ Date Documentation Author Telephone Feld Chock/ Date Compliance Method (Package Point Systagor Cornouter) Cilmate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 2980 ftz Building Type: ✓ Single Family Addition (check one or more) Mufti -Family Existing -Plus -Addition Front Orientation: /& ea North / Fast Sout / West /All Orientations (Input orientation in and arca one.) Number of Dwelling Units: / - Floor Construction Type: Slab / aised Floo (circle one or both) BUILDING SHELL INSULATION Rear.... ( ) Construction Right.... Component Insulation Assembly Location/Comments Type R -Value U -Value (attic to garage, typical. etc.) Wall ........... 0if,/ .-' Skylight ....... Wall .............. Roof,4.........� - Roof,. �Flooc...:..:.... �' Floor ............. Slab Edge .... FENESTRATION. a Shading np"=cpwc Fenestration Area Fenestration Interior Exterior. Overhang Framing Type Orientation (SID 'v'-val'uc (rcllerblind, eta) !s.'-.adesa:son, etc.) (yeslno) !^setz!Mrcodb;nyl) Front..... ( ) 455 Front.... ( ) Left ....... ( ) Left ....... Rear.... ( ) Rear.... ( ) Right.... Right..... ( ) —� Skylight ....... Skylight ....... - THERMAL MASS Type/Covering Area Thickness ' (slab/exposed lila etc.) (so (inches) Location/Description (kitchen, bath, etc.) Revised December 1992 Certificate of Compliance: Residential (Page 2 of 2) CF -113 Project Title DatT_ HVAC_SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (furnace, heat Efficiency Location- - Piping - Thermostat Configuration pump, etc.) SPF) (ducts/attic, etc) R -Value Type (split or package) Cooling Equipment Minimum Type (air conditioner, Efficiency Duct Location Duct Thermostat Configuration heat um ,_eva . cooling) SEER attic, etc. R -Value T (split or package) WATER-HEATING-SYSTEMS-1 ---��--�� Energy' External Rated' Tank Factor or Tank_ Water Heater Distribution Number Input (kW Capacity Recovery Standby' Pns�ulation `) Tvne T voe in Svstem or Btu/hr) (gallons) Efficiency Loss (%) t 8 -Value 1. For small gas storage (rated input:5 75,000 Stu/hr), electric resistance and heat pump water heaters, fist Energy Factor. For large gas storage water heaters (rated input 2 75,000 Bw/hr), fist Rated Input. Recovery Efficiency and Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency. SPECIAL FEAT'iiRESiREMARKS (Add extra sleets if -necessary) COMPLIANCE STA T EIVIENT This certificate of compliance fists the building features and perfonnance specifications needed to comply with Title 24, Parts 1 and 6, of the California Code of Regulations, and the administrative regte-t ns irTii,lerT-e-" them. This certificate has been signed by the individualWth'overan design responsibility. When this certificate of compl'lance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Featums/Remarks section. Designer or Owner (per Business & Professions Code) Name: Tide/Firm: �� 's OD Address: .$ Cf34tt�D 04 9'S'92 Telephone: 9//,& //G / Uc. #: (signature) (date)' Enforcement Agency Name: Tide: Agency: Telephone: (signature/stamp) (date) Revised Dwamber 1992 Documentatlon Author Name: Tide/Firm: Address: Telephone: (signature) . (date) Mandatory Measures Checklist: Residential MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features _ noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures O * §150(a): Minimum R-19 ceiling insulation. �3 §150(b): Loose fill insulation manufacturer's labeled R -Value. R� * §150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). * §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. R §150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. C §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. §116.17: Fenestration Products, Exterior Doors and InfiltratioNExfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f): ' Special infiltration barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110 -13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §15001 : Setback thermostat on all applicable heating systems. §150(D: Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. All buried cr exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°F insulated. 5. Piping insulated between heating source and indirect hot water tank. * §150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.. §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, . no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36' pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buring pilot light (Exception: Non -electrical cooking appliance with pilot .< 150 BUbr.) - Lighting Measures y2s §150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Revised January 1992 �� GLAZING PLAN TAKEOFF SHEET 3-5 North Glazing (a) QUANTITY x 3SIZE , AZREA- (SQ.FT.) (b) �_ X. (c) x (d) —x 0-3 fl =� (e) / x . 60 oS.a = 2_,Z,&6b, /�,Total North Glazing = Z'7b (SQ.FT.) 1_3060. /e (2b c d+e,414 81-1004 .TOTAL NORTH TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR NORTH GLAZING 29F� : 2.9970 x 100 = d, 0 % SQ.FT. SQ.FT. 3-7 South Glazing QUANTITY (SQ.FT.) (a) x �SoIZE = loo (b) 2 x 70600 (c) x _� (d) Z x Z& 7, = fo (e) Z x �-/obc;� zoTotal South Glazing = /.SFb (SQ.FT.) (a+b+c+d+e ) /TOTAL /' SOUTH TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR SOUTH GLAZING /s8 2 98 o x 100 = S. 3 % SQ'. FT. SQ.FT. 3-9 Skylights QUANTITY SIZE AREA (SQ JT. ) (a) Z x (b) x _ (C) x Total Skylights = �— .(SQ.FT.) (a+b+c) TOTAL SKYLIGHT TOTAL BLDG GLAZING FLOOR AREA ,Z�p - x SQ.FT. - SQ.FT. OWNER PERMIT NO. FOR M 6 3-6 East Glazing QUANTITY SIZE AREA (SQ.FT.) (a) x C'.So .30 (b) �_ x C,/ 40 (c) x = (d) x = (e) x = Total East Glazing =' (SQ.FT.). (a+b+c+d+e) TOTAL EAST TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR EAST GLAZING x 100 % SQ.FT. SQ.FT. 3-8 West Glazing QUANTITY SIZE AREA (SQ.FT.) (a) X— x (b) x (c) �_ x (d) x' (e) x = Total West Glazing = -Z— (SQ.FT.) (a+b+c+d+e) TOTAL WEST TOTAL BLDG CONVERSION TOTAL % GLAZING FLOOR AREA FACTOR WEST GLAZING �V - 2950 x 100 SQ. -FT_ SQ.FT. CONVERSION TOTAL % FACTOR SKYLIGHT GLAZING 7/83 -- -- - --., �-t .. i . _ . I 'f 7� r �(u u I l �► I _ 1 NGH CS �7�'2; .8�2i .'�l�i D r�►MAL BUTTE COUNTY. BUILDJNG DEPARTMENT APPROVED v m D_ Q .. Z--;, w Job: IGOLOCO--COOK JOB LEN GKOMAN - ARCJ I T - TOP CHORD 2x6 FL 02 BOT CHORD 2x4 FL i1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 6'3 THIS OWG. PREPARED FROM COMPUTER INPUT ILUAU5 r ULMENSI1NLSl swat) ItU ter Iauss Will. n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c U) 10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. 33 a Al HIP DESIGNED TO SUPPORT 07-11-04 JACKS WITH NO WEBS. to v USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.00' O.C. EXTEND TOP CHORD RAFTERS, ENO JACKS. AND HIP RAFTERS AND SUPPORT e EVERY FOUR FEET. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 Iu HEM -FIR 113 OR BETTER @ 24.00" O.C. ATTACH WITH 2-16d NAILS o AND 2x4 DIAGONAL BRACE PER HIB -91 13.2.i -FIGURE 33 OR HIB -91 SUMMARY SHEET - FRAME 3 THRU S. SUPPORT HIP RAFTER WITH U1 CRIPPLES EVERY TWO TRUSSES (6B'). 14 V 46 7-11-4 ^_ _,2-9-�1- 7-11-4 4-0-0 18-0-0 -4--0-a R=i641# 4=5"8 R=1641# W=5"8 I I BUTTE COUNTY BUILDING DEPARTMENT - APP Ct E607 A Rev 7 2500 PT T -APNE C - e o I� to o L� C=3 CSEAL G [= p p **IMPORTANT**: DIE EICUMERED PKVXT-% VIC. sNLLL MI DE AESPOryteLE FOR AMY OEY1ATIa! TACH TRIS pESIGN DA AIES2 SPEC IF1UT101S. oA mIT FAtLUME TO BUILD T8E IROSS IN COW01'"NIZ ■IIN 0518! DY TPI. ALPIIat CONVECTORS APE 1140E OF 20S4 09Y. STEEL METI16 ASTR O7 B EXCEPT AS NOTED. APPLY CMMC3043 10 EACH TACE OF TOUSS uaWLESa OTPERNISELOCATED OHTHISDES]"RPOSITlo4 CORtECIM PEA 61AA S 130. LSO C IAOA-F. MICI7 STAITIAROS II/4PPLICAKE PROVIS,015 OF IAS 6 TPI t•E E14311EER'9 OY THIS OPAXING APIPLIES TO DIE Cp POUTUI DEPICTED HERE let DHLY. Ate 5H LL MI OE-PF.LIED UPON tH AOT OUIER tRT. mI �,.,�".. „«,�w WARN ING"�%E9'cD"t`m EXMVi `CU In 14ACl7US. EPEC]IOH ARO BPAN.tiS. NEE N[8-91 DY 1P7. SEE THIS OESISD FOR A00t71OUAL SPIOI4L PIPPAIEIR 09ALIIG A[ OUIRDMnS. UTAE5S OTIMPHISE FIOtCATED. TOP C40AD SIALLL DE L/IEAALIT BPACED RITH PFCPERo LY ATTApEO PLYACCQ 51EA]AifTi 80TFay C1CAD WITH LILY 4TIApFO PIWO CEILING — SELt* ALPINE TECHNICAL LOME tP/1/911 FOR WES LYIYRALL Ar L1CATIW FtYOUSH A CW( OF THIS CESIGN TO 111E TPUSS URC710H COMPACTOR. NPC,E,[A.,t I rna YA9A �9IS,A1,GTrn, p y �11 1�. el q ND. OO136�5 �9J * s fY1 p�� ., P_ �IEOI CILtrIFO�` TC LL 16.0 PSF TC DL 15.0 PSF 5.0 PSF C OL4448 C t- fO�•0 PSF TOT.LO. 36•0PSF REF 8427--49170 DATE 07/20/94 DRH cAusa427 942oE537 CA -ENG E •D� i ���Qi�ii i ili iiOORFOU OUR.FAC. 1.2O SPACING SEE ABOVE E 1. J Q ZD I Job IGOLOCO--COOK JOB LEN GOLDMAN " ARC.) / T-2 COHN TOP CHORD 2x6 FL r2 BOT CHORD 2x4 FL #1 WEBS. 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PEA NDS -91 TABLE 7.3.3. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS'. THIS DWO. PREPARED FROM CUMPUTEH LNPUI IL.UAWS b LILntMIW45) 5UDPTII ICU CT Lnuzl, Krn n TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC.a c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE N .REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. 10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. s N O 1— w w m 4- O '16 --9-0-0_._. 18-0-0 — 9-0-0 _ — 4-0-0 '� Ra896# W-5"8 -18' L= 2 Sl7P_P_0 Ra896# W-5"8 KIN BUTTE COUNTY BUILDlNQ DEPARTMENT PLT, T P- ALPINE —— UV ll.al — v .rvv O cm 3 Q O O O O C==A3= O D [=1 cm O O KWIMPORTANT1fV"' E"''IEEAm o ""s- I"WARNiNq"AszB' SMALL LOT BE RESPOI6Im rOA ANY EETIAIICB fFW THIS E-01 1 0R DESE SPECIF)CATIM& CA ANY FAMM TO BUILD THE MISS IN COFOODW-CE VITIT OST88 8'f IPI. APUD WDI.EClOg9 AM W= OF mrA. DRIP. MEL HEETILD ASTM A4dl w 8 EICEPT AS IDLED. AWLY CCIAIFCTCPS T8 EAC4 FAM OF UIUSS WO ME" OfNE WSE LOCATED CH IRIS DESTDH POSL11911 pyOFLTp79 PEA EW4B[HCS t19 159 C 189A -r. DISIGH STAfVERpS lreFI1 V PPLIC49LE PLDYISICIS OF IDS S TPI. AN FADDEEA'S SEAL UI TRIS DRA1I1114 )PPLIES TO IPE COAPO4114T DEPICTED W-19 U7 OILY, {IA SILIIA. 141 Be MLITD "1 171 Aw OTIfA BAY. �_.". _ e...e e.. a nm•rnnr — . ...I .nmm�l nrerr." "'a `"r"oG ""E H 77ALCLLIS, PECTIU/ ADD 894CIN3. £EE 8F8-91 8T IPI. SEE TUTS CESILM FOR AIIDIIIQI4 SPECIAL HAPAIEVT 8BACDD AEC OUIFELEHTS. VILESS OTOEFNISE UOICATE4 IOP CHOW S1H.LL BE LATERALLY OPACED 71178 FTAyEO�+ LY AfIADiD 0.YAo0D SULA7NISG. BpTTCH CM:ID r1 TB PrID+ErLt Aii►CIED P]C79 CE1CI14^ — 5!L AL-1IE TECH77CIL UPDATE (T/L/91) roll FPfOEB MIMI. APFLIClFIOH 1WHISN A COM of .1 DCSIOH TO TIF TRUSS Mf.FIO?4 COf11RACTOR. m rrrir►T7mI rOR ROOD MISTA C71a. �� �A W. (r � '0 Np C04MM4 I- iw 6309? * !f 1 fT 1, f 111'ruitOT' TC LL TC DL C DL LL OT.LO. OUR. FAC . SPArmr, 16.0 15.0 5.O Q.O 36.0 i�$I`III I.25 24.0* PSF PSF PSF PSF PSF��I�IIIII � REF 8427--48171 DATE 07/20/94 ORN CAUSR421 94201839 CA -ENG E.D _ _ _ I��III I'j] illJl�o IlIIIIc Job: 160L000--G0UK J061 LLN bULI TOP CHORD 2x6 FL #2 SOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard ARC.) / T-3 SCISS CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7,3.3. 6'3 THIS OWS. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. n TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" DC,> c CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE In REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. a A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" D.C. v MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. REFER TO DRAWINGS AJ03 AND A104R FOR OVERHANG DETAILS. to N O A+ N W w 9-0-0 9-0-0 `-- 4-0-0 9-0-0 9-0-0 4-Q-00 OVER 2 SUPPORTS R-8966) Was"B V� R-896# W-5"8 BUTTE COUNTY BUDLDlNO DEPARTMENT ARRROVED- 1f N o 0 0 0 0 =,**IMPORTANT)**ALPINE J aATRUSS C=) 0 0 v o 0 ENoa.EERID PPmr-Ts, u SNUI IIT BE 1ESPN.ASIELE FOR PUT CEVEATERJ FROH THIS CESIG-1 OR 11ESE SPECIFICATtCTK. OR IIT FAIUM 10 41ALD THE IRUSS IN WIO'MIAIACE 131H O61B3 OI TV[. ALPIAE COLV[EfQAS: APE W0E Of 200A O1LV. SIECL tEEISVO ASIA "AS GR B EfSEPT AS NOTED. APPLY C0#1ECTIFS TO EACH FACE Of IR,JSB UID (PRESS OTi DISE LCCAIED CH fills OESTOII, POS[TI011 PE 11 DRA9tW6 137. ISO C MA -4 DESIGN STAADAMS CLr4FOPH N/tPPL[Cl9LE PW1ISIOIEi OF IDS 6 IPI. AN ENi11EER'S TI70Lif' /qI SNTLI wr OEIS CPAVIaG IPELtEOES TO TJ1IDQlaI1NfT TIER 1140.1 0145. I16. KAFININGR's"'s REOV[RE ExIRE"' "RE II HAIILICM EQECIION 0210 S91C1N5. SEE 100.91 Of IPI. SEE THIS OESISH FOR ACOI11014L SPEC[A4 PEFKUUT ER4LTIr. PC OOt5I1FNTS. URZSS OaECII[SE IUIECAIED, lOPA gI31IO S WLL EF LAIEPY.LY 6FAm S[1H PRFOER Lf ATIAMD PLINOOD S EATHN6 BGTIOV CHUM (ITG PROPOLV A71ACNM 016[0 CEIL11A) -- FEE ItDIlE :ECwllCAL WOLIE 17/(/40 FCA PPCPER D!SILHTO011 W11161.1. oTHEC11YJss EPECI1LTIca+rwCfO4llor rWS Qy W. F1, - r ND. C 04445EtWO8[:TCRS tF LA6304 '�lT IY1L f TC LL TC OL C DL LL OT.LD. UR.FAC. SPACING 16.0 PSF 15-0 PSF •0 PSF 0.O PSF 3 .0 P5F'UI1114441'' 1 .25 I\10� 24.0 REF R427--48172 DATE 07/20/94 DAM CAUSR4Z7 94261539 CA -ENG E . D gjgjgj''lll�' IE'j11'illf{ IIIJ'u11''JI II1�UI��fI��l IIIrIf'lin —TPI PLATE INSTITUTE. JIGS • 1951 W1IODAL CLSEGN SPECIFICLTI6N FOR ffm DOASTRJCTIC" 190 i o x #�•'' 0 ell Cie �, Z.t 00, flli_ ANP 4 �� SAA �� � � • � :.,�, wr ` - i+>'. ' R•r d:'T; r a f4 r s .� + s• '.i"T, f 1P�TM".. r � �'ii , • . v ,ri _ R x.:. • ~•• ♦ r • i I • 'i'• y y.t"TA �.t�'a., s eq PM Wj �tnp �, iM14K , a •»i .� Nom: -;- . :, 3 }. f , t k9W Gott '` f . gid i ,,. LAV+tl OAKep � NEW tawfusE 4. s9AP, ®� o �y ptXlo (GO z �, Q ' i..Rw vSc•.�r'i :' ..,fib". ti; � kj k +✓; • ` � �y"f l l►t fa' R-�S� OIC tJG�. I a Off` 3 �S • �� ' �� � V�F'bv�/ VE1/IG�' 31F� Ade/E4.4�c7 7ANK--- \\ /7, ov 40 powFR ,� ..� O 4A -r VA" �. mg/ �1< guneCounW r 4L�N al r Z)e C_ c;. C-� g�8-S3z5 AJ _ 4,P. G • cA r - • �n r i CDF FIRE; 8AF8R-FIQUI.RBMENTTS 71 AP# PERMIT NAME Under authority of IPRC 4290, the following checked items are required made a of this by the Butte County Fire Department ,and are wart 'permit. These requirements are minimums and will be superseded by Butte County , local regulations which equal or exceed these standards Field inspections will be made by the Butte County Building Department for compliance 1272.00 Maintenance of Defensible Space. To ensure dontinued maintenance of properties in conformance with thtese wva*l- standards and measures and to assure continued ability, access and; utilization of the defensible .apace K provided for in these standards, annual maintenance must be provide for by 'the land owner' riveway Standard 1273.02. Surface. All driveway surfaces and structures (bridges, which supple- l 1273.07 culverts and other app art, e­bant-structures the roadway bed or shoulders) shall provide unob- ment structed access to conventional drive vehicles, includ�- ing sedans and fire apparatus weighing up to 40,000 pounds. 12`73.03 grade. Not to exceed 16 percent unless waved. 1273.04 Driveway Radius [' 1. N roadway sha"! have a horizontal inside radius of P, curvature of , es s than: 50 feet and. additional Our- ur-face facewidth of 4 feet shall be -added to curves of 50 - 100 feet radius: 2 feet to those from 100-200 feet= 2. The length of vejrII ':wl curves in roadways exclusive; designe& of gutters, dit(Whes and drainage structures to hold or divert water shall be not less than 1.00 ` feet. [ } 1273.05 �`urnar:=ds . If required, ;gill have a Minimum turning f radius of 40 feet from the center of the road. [�C] 1,273.05 Turn outs . Shall be a minimum of 10, feet wade and 30 end. feet long with a m'nimum 25 foot taper on each 1270.10 Width. All driveways shall provide a minimum 10 foot 15 traffic lane and unobstructed vertical clearance of feet along its e tine length. 1 Page 1 Of :3.1 ,0, AP # PERMIT # NAME ( 1273.10 Turnouts, Driveways;n lana hg 50 feet a.Mi length, but feet shall provide a turnout less than 800 � S' near the midpoint of the drivewayi there a driveway exceeds 800 feet, turnouts shall 'be provided no more than. 400 feet apart. 127.3 10 Turnaround A turnaround shall be provided at all feet in length and building, sites on driveways over 300 shall be within 50 feet of the building. 1273.11 Gates [` 1. mate entrances shall, be at least two feet wader than the roadway it servea 2.The te?d atleast 30 feet from the .11.ow roadway and shall to a l open a vehicle to stop without obstructing traffic on that roadway.. t 3.. there a one-way road with a single traffic lane 50 fort turning radius shall be provides entrance, a used. 1276 , 01 Setback for Structure Defensible Space. 1... All parcels 1 acre asldlarger shall, provide a muni - mum 30 foot set:,back for buildings land accessory taildi.ngs from ull p.roPerty lines and/-jr the center ad a of the road. C 2 . For parcela less than, 1 acre, ;local jurisdiction sha'i:l,provide for the same practi cad. effect. dee Other Requirements below, L 1276.0' T Di �pasal of 'Vegetation and _ Fuels. Disposal, including burying, burning or removal to a landfill site chipping, a-pprovedby the local Jurisdiction, Of flammable vegetation and fuels caused by Bite development and and fue,l., construction, road and driveway construction modification shall,. be completed prior to completion of road construction ;or fi.-tal inspection of a building permit. Page.2 of 3 AP # PERMIT # AME Other Other Requirements if B-u-'.ldincf Setback is '15 to --30 Feet: - Class A or B roof - Enclosed eaves If Buil -t _. dingSetbacks Less nan_jp pLeeT- Choose any 3 of the 'following: 'Metal or no doors on side toward property line with insuffi.- clent setback - Class A,o-,. B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials a a.tu- 0 z COUNTYBUIME 0 APPROVED t� Z Lu x Z LL ..j < Lu a cl) w WIN KALL . 5HEATHIN& E NA€L1N5 51LL :J,•:RK CONNECTION 5;5 COX ONE SIDE W 1/2" dta. AJ5. 0 A 8d a 6' o.c, ENE? NAILIN& 45' a,c. $d a 12" oz. FIELD NAILINC v 515" GDX ONE SIDE l^/ 112" dia. A.B. 8d a 4" o.c. END NAILIN5 52" o.c. bd a 12" es.c. FIELD NAILINS 5/W COX ONE 51DE W 1/2' dia. 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I r I 11 � I .1 . , . r , �, " , � "'.I SV Ff � � - P4 f� I " op " � , x PREPARATT I � . ,�.r E I � I , I I r I . ­ I I . � I I , I f . I I �,�, '�' , I I ,��HALI. PC Vt LL SM .P,R,10k� fb PLACINC; (IQNCREJ�l. I 1 704001ARE,, I I I . � . r I . . .'' � ­ ��' I , . �, . I � � 1, � ' '� L , , . r I EeS AND LicLNs;��, FoR � " � ll:$Tl OD 'r,r _ 'p '. " I ", 4'. 1 . I . ;, r - A" ' SHALL 0,9 AS f . . ,R' N,jj� , � �,� '. E � 'ALEAr . I � . � , r I , 14� I � , , , , �, r I , E ,14VE STRENOTH: SHALL *C ,2$190 At �$ OAYS,� AbTOMATI�­ WADE, POOR vPER " t 1. 4ANUPkI Wet) � I 11.1 I . r � I I . . vt r 11 L , �� . I I � � .1, " � , I I , I . I � I I ­� I I MCUTION AND ,C014PLETION -Or THE' 00 DIN W . . I , 1: " . , I . . I I !By OCNIE''OR APPR . I ,r I, I I .1 ,. I r r I I I 1 4,1Z r . I , . _OVEro %JAL AND VALt M OP UP't-IOXENT . I . �I . . I I - � 1, I ' . I I 1-1 I -�, " I . -8r, . � k, . . � � r "I r ,,j -11. . 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UNDER THE DIREOT SUPMI$104 OF' 'A, ��lc�,ssw I HAVE WEAjMERS181 � . fK% �'A.K, OOPArS ,tHALL 1AVE ORONZE ' I I I I I �RD 4,00 ;"' 14 0 1,S'r U R e CuRING' VAETHAMt 4 � P, . � , I � . I 1� .. �111;, . ", � �; "�r 0 � 1 4 jT,jjt(� � - � r e -1 � I I � ­ , , � I . . � I �l I " '. , . . , '' I I I I ,$",OLr0S � r A 0 1 1 ­ � I I I � �­ � , � � � , . . 10 -OAW , , 'ALURTNUI ,, Zle � A , DRIP"CAP SHAL4 � . I . � I I I I . , , , E R r,ONC"lVk. 0f. 09LY AND ARE Not REAgT' TO, I 1014CACM. .0 'NTRA00' I 99HIA CLASS C-0, ' I . ­RON - kLOD'IN M�­"t�j 'L ., ., � � I I . I I � r I.. , ,�­�r � Af tH . r � . I .� ", " ,E BOTIrl" � � . r BE , r I �, , � , , , , - � ­ r I � r . I I QC INSTAL�,tp � 1. ow txythl'o" DOORS* , WFAL1.00 yoo.Pr Fp4'1�$H' $ ' 0A'15' STAIN -OR PAt T SHALL ' . . .1 . � . " , I I . r � r , � '' , , I � . � - G$- ­ . I I � � , , ­ , ,.'' I , r I on 'r ­ -1 , ' , r, " " 11 .., - , I ,. I � I I .��, , I �, , I B PAR K h I � OR -or AL4 Rot I -SP I L I r I I I , r ,� - , �.l ,� I � I 'COLOR 0 ALU INUM �Wthllltk$TRI , 0; s , � , , I A ED V IR 'A -VACK 6RUSHX r . � . . � I � I 1. I . . � EXPANSION JOINTS, $HALL W4 D S M ppX0 "4L. GlE Ul;gtlgo V I I I I ROLLER '--fiPP00i -R "I . , G H"CH r I I I I . I � A',61 � . � I , I I I � ,Ao Y � r ,., I I 1, � . r., � I 1, I , �l ; , S A ALL fLATWCAK ANO SHALL BE APPRover, 0 PRIOR I Ow"to ,art 0 -SIONER1. � I r ,, 'COLORS At"tvato. armo-ric: IE IfOSMAXIAnolms IN" tR&Irvs - I . . . - .1 I . r� ,.'Y',';�', 0 SHALL DE USED FOR CO I ;r I � I I � I ,o ,4R , EDr.'W000rrr Type$" ' U I . . , . � I " �� �,,, ,�,p��."i­', � Ty0% 'A , , , - 0"i ­A.r I . , , .. � N 6,01EAT T SAMPLES. OF ,E I � , , l' ' R 11 I PH TO I . I . I � .1 , , I. I , E �OkRWV CA -IONS DID. NOT I . , ANb/d 'WINOOWgr "114ALI OVAL � , ORr TO ,AP,PLic I. I I I I I . I � I I r ,� , ,k %� , � I D . I , �., toNo�o '' T_0 CtfAPT'�ft, I I 00ERS FOR APPO . P I, I r . CLEARLY OkSCRIP-1Z THE SCOPE 6r WORK? OR WHERE THE OWNER REQUESTS r I � � , .0 nf,4 I I � -000*� I . ,r . � " '. .1, � , . . - �j 1. . I 1. I � r � I CONSTRUCTION COARIGES OR ADDITION$. RCINFORCING . STEEL , r 54" �OFI THE ,ftl$0�19M, � I � I I I I � . � r I �.,,,­,,�� I .1 . I . .1 *"� 4 I I . ,SjUrog, �Frj"j,'S I � . � I I . � . , I � , � � i,"� 1), I r' , r , 1-14A I ALL � I I . , ,, 'r., THE CONTkACTOR-SHALL $u0MII 1, � � to EXTERIOO 0 "' , ' r I I . . , I X/ I . .r� ff 9 .'LL Or. I COAT$ tt�ASTOMERIC AND, Sli ITUTZO StATEMENTS TO THE DESTGOCA FOR EACH PROPDSAL ON A tqHES I I . I I t4, Appi.,1to I I � ! - , , , 40WTHLY BASIS, I % SHALL 'CONFORM, TO THE A�QUIREMCNT$' OF AM !��� 11 I .1 � BE ROLL1 , I , 04, ,SPRAY. Af4PLlZ6'WjY)fA'.$AC9' "-USH11100 I . I ., I � I . r .1 �, � I 11, I I I , . . t , �'l '.L A -615t . I �j I s I. ' W60�Wm,fjadi,V'7q-Qlire-d = . � I f I I .1 I � . ANY PORTION Or THE ALLOWANCE REMAININ,,vVPQN �l � . � N I .� I CONP"lION OF THE PROJECT SHALL B � . I - 9 ,000.'410,00 *qtQ, � ,, � � I . I , �� ''.I . I � I � OA?OALL SHALL 'St ,�/-O," AT IRUSSEO CE11 VtS AND,flkEWALLS; . I I I I 1: I . r r I I . I I , I � . 1 I � �i - 1 '149: ANIO I I I I L . I ,,, I I � OT'lleRviU .oRywALL'sH&L� CoNsw OF f/v* t"jcg Gryp%M WALLD .�L - ,I --AL , . ' r �, �", I I I I � � � I . I 1� � 1. � �l I:r� . I rT,rr- I I � 1, . . .1 (, . I I , , I I y PRI r DA TO tf4STALLATION, AND SHALL BE i L , r . � I I r % I � , , �,�,. L Nd� P114ttlSIO S P,ERP 'n PLUMBING S.Y$T.�14$ TO .HAVE AL _ MATERIAL$ A40 El"IOMENI RIMSSARY I I I �l �� I � _E�,4ojCtILA , � r . 'ES A140 I . . � : -` s 0, 'N. V r � , TQ TH� . jXjUR I S CAT TO P�RFOAN TE PLUMISING DR04TIQN.q. , F , � ,bGES . , r - D IREr,TLY AGAINST .EARTHO llf CLEAR. - WALLOOAnD ENDS AND, SHALL BE 104, 11 ­ I . I L � . I L '�rF , . � �,� - , H H D ;0Y'll-jz UESIGNER OF ANY I . , 10, THC DAAWjNG$�j, $P%IlFIE,0 HE .1 I �11 I I! , r 1400ERATE CON INTO PLACE�- STAGGER JOINTS ON 11 I— ' " I RE IN AND � , I E D QUALITY O o .t I RE,PU RED TO,pRqP0L,Y -camoLcy-Ir. THE WORK AND COMPLY WITH I LOCAL I I I j 6 I I I I - I -1 .1 . I D or THE PARTITIM4S. FASTENf f*#" �. . 1X�U S HAS BEEN SA6�k' I T , - � I I , I �. r It, 0 r I 't.P, r'�", LOCATION PF PLU'01'rft; RE t4 14E � , ..F TIUTE 'HOK 'WITH TK HEADS $L'MT.�Y BELOW T14t, SURPAM OF -THE OYPSU14 I 1. I I I � I I I 11 E 4R :As �kkt. BE, onmN , I DA -is . : DRAWINGS P 'Or ANY CHANdE''IN LOCATION *or. FIXTUR,E$'Wr-j4L BE . - I I . I 'r � I � WALLBOARD,, K901.00F.R800 TRIM $HALL BE INSTA4LEO AT ALL . I I � I r � . .� r I I � COERE TlYUTION AND SMAL� NOT 'OE EXECUTED WITHOUT I I I . ONFOAM TO ASTH 10$t. AND SHALL 'BE LAPP0 1,*1/2111 Of' PARTITIONS AND, SOFFITS. COAkRUAO SHALL I I )tS1,0N�fj On I r I . r . I I ; . 11 . I . �l , i H CONIRACTOR TO ADVISE I . BE INSTALLED WHEAC M00AAD ABUTS ANY DISSIMILAR MATERIAL T14AT : PsAJDA CoNsf: HE � I I CTR L . � I I �. " . I . r I r . FR T compLCTE TEC1481CAL DESTGROF THE P01451NG I . " I I "I I OR OFfLOCATIONS WKRE COORDINATION 'BETWEEN . 'IS NOT CONCEALE0 WITH ANY OTHt,R IRIM MATERIAL. JOINTS SHALL I OINS , IN, N' rr I , I � � I .1 . I C E 114C ALL REINFORCING OA:R bENDS $HALL BE MADE COLD. � ND N SYSTEM IN CO�',P'ORM L E T REGULATIONS. WQRK- � I I .� I . , HAN$HrP SHALL ,BE BY Mer,HANICS .SKILLED 14 THE TRADE, AND S14ALL I . BE SPRCAD �EYENLY OVER THE JOINT$. CE141ER I ' r . . ''. , A, SUCH INTERREWATEO WORK. WOOD REtNFORCINO TAPE ON JOINT AND PNESS ItIRMLY 'TO REMOVE EXCESS REPRESENT THE BEST MODERN PRACTICE OF THE 'TRADE. ' PROVIDE TEES , I . . - �, 1'r '*AL.t..- 159P 1�4C F,"):l&Nl, I *)Cr OF. AiJ.� -15,00 Wj4TveA4frW--bl lb Ko�p 7mr- FULL. 1W r. , � S . I . I . � : I SOND COAT OF' JOINT rCEMENT SHALL 13C APPLIED � I " I I I I � I � I I I MS SHALL BE SIZED AS SHOWN. ON 714C DRAWINGS AND E EGE � I I I . . . � EPONSIBILITY OF CONTRACTOR AND SUO CONTRACTORS , APPROVE THt'LOCATION OF INE, TEE500 THEY ,�XLL BE CAMP WITH I TO SUPP4Y A!40 INSTALL ALL DETAILS, MATERIALS ANOr EQUIPMENT F' HE CROWN 'UP, $0CCIES SHALL BE DDUGLA� FIR . I 11 . I � I � 11 I i I . -, R URE TO COMPLY WITH T�fE 198S AND $HALL 5E IDEN74FIED AS 02 OR 8CTT'EA* BEYND D D BETWEEN COAt,S AR!, I I I I . -1 *, I I � r I I � L BU A-'.tR FINISH COAT BUT 00 NOT SCUFF FACE PAPER nuAIN0 SANDING OER PAY, FOR WATER HMO It RtQ00. , ,, . I I", I � r � I r I I ' R SHA. 1, BE ASr FOLLOWSt OPAt-ATIONS. NAIL 14EAQS AND METAL CORNERSEAD SHALL 6t COATED- I , . r . � " ; I 1, ,OMPOUND SO THAT FI-NISH SURFACE OP 8EFORE THE"! ld � OUSE 0, A . H .)OINTC ATER SUPP�V ENTEAS THE H PROVIDE AN A'=SSIBLE � I I r , I . TI E - ENCINEEND BEAR$,, v , #,� , , *,,, , #,or compoUNp is rL HALL BE REAmp AND SHALL ,BE r I ,. USH WITH WALLSOARb SURPACC, APPLY NO T5XTORE I r I . e OR I 5 I I L E THROUGH ON -AREAc WHERE OWNER REQUE$T5 WALLPAPERl T,',L OTHER HATERIAL I TE E ION. PLACE A(.L V.5NT PIPES OUT . � I � ' Lr� , W E �$0 OF SIGHT 'BEHIND, RIDGES WHENCV.Ell NOT PREVENTED Fr,OM DDINO SO I r I . IN A STRAIGHT LI CTIONS WHEN POSSIBLE., AND . , o * * p * 4 . *. .. .O B TO BE APPLIE0 OVER, THE VIYWA H R I . . . I I . . RD RRE HE � I r .4 B E STRUCTURE PLY B GROUP I ,- COX 24/0 OR' BETTER. r I ,I - ER POSSIBLE, THIS INCLUDES ",WNERIS APPRO ML ER. StAD ,SHAI.L Or I ,,,rl I t I . ,d4l 44 ftN- pu Ir . � ­ H - a O%R- .0 ­­-A-� - ,* R, LINE I . ,.&,A& � � .4'.Z E COPPER. I I . -.-- � .I I A I =&TA.,%4d,ff . I 'ACAMA*�­ = . � ..r f�%V7, � I ELING S14ALL BE AP H , -4-- I � vt .A*A9r-ft7 Y TOWELL TOHOUSE 0" MINIMUM)t. L PLISH THE ABOVE, IWE CONTRACTOR SHALL MEET THE AN AMERZCAHr PL* *4000 AS$ - -1 I - - Jllftna-5� 0W;;::a�J&vp I I " , . r HE ERM04 THE SAIISFACTORY ARRANGEMENT, . OCIATION GRADEMARX. X-xZ Cjrat �i .- , L-EIN, dt-�Mt�02zb> * I i B I I I I I I � I � I Al.L ITEMS �Erf 'UN B RCREf4l-$ OF .OTHER SECTIONS PROV . I I PLYWOOD iorLOORING aHALL BE I-leb'f T A 0 COX CC NAILE AND GLUED. . I VIN I I I H TS I -RAT ARE NOT PROVIDED W17H L� C r PWtj "5r- � � I R F PLYWOOL SUBFLOOR biCKS SHALL 13C 3-/A" APA 4U090 AND I , G4"M. t�nooRs, ROOF 'VENTSp EXPANS14K r9pqipa ,:�vwiwaJ4 e,sw,L&t,A,rx* t�ovp M qjeWOW�'rUHP Fbr _ I � N T INSTALLAT�ON, CHECK, NOTED; SANDED SHOO714 AND KEPT OR� PP ()R TO INSTALLATION 0 WATEAPROor FLAS.HINat ETC., SHALL 81E PINISHE T F , , - I I I EOVIPMENT, UTIL1 NT MEMBRANE. ,, I E I E r � 11 V�fl I F V 0 . � . OMPANY AND rCOLOR VA 114 "S I 0 Wi' .. . I I RVICES, tAND CONSTRUCTION MATERIALS NECESSARY r I r �, I . . I ON OF THE PROJECT. RUCTIO14 .HALL BE, CUSTWI CRADC INjr,OMPLiANcE T05 41 A, -L ,WALLS IN GARAGE$. OF OTHER YRADES DAMACEO BY THIS OPERATION I I I I 1! ,- I H SPEClIrl'ATIOu'r As oescRjeeo IN IVE 104VAL, M E D M I I W * .1 . 11 I 11 r I I r ACTURED MATERIALS IN ORIGINAL, LABELEDo or MILLWORK BY 'flE 'jWOaqj4ORX INSTITUIE OF CALTFORNtAi, Akt.L 14ITNC, UNTI. SURFACE TO RCCIKV� PAINT HAS I T # W,A,yn�e- �f,*Tb%"e, I r! I TERS WITH MANUFACTUREA'S NAME, iwmtio&rm�OPIM-origialqp--Fpgto-* �1 T NTAINER$ INTACT ANLI) MAtERIAL TO BE Dr.NSF. CORE. CABINETS TP BE YENEERO BEEN LEFI IN PROPER CONG-*TIOM RY OTHER j4uFft-i- mzqs wtzr I ( . . L I L OPIS ABOVC WITff T14E SAME FOR $��,Es AND N H D I I I SOLID WOOD FROfA 0CE TRIM AND H10001 EUAO�, STYL-0 PURE, UNADUL'TCRATEDo 6ESTVUAL,I D - I I � . - ­ - ­�,- . UDE B F MPLETE TECHNICAL OESIGN OF `j tr 0=e,�l 0 RMAP HINGES OR EQUAL. CABINET HARDWARE ALt .-4ANCE TO W, 11 �, I i , AINERS. THE IW14ER SMALL . 1. ­.- . I a 1760%k- OW lRiC 99:590ofLI,�lefiJI"-f Of -nit: '506"A-V$Z1%. r T I I.r. � � - �10 E � . I T; WORK l�"=W0lZv--1?4ej VZA-,--44�*44'r�p � 11 I I I -- kalvtew awoz*-rp^4�r or-, AND WILL BE SUDMITIED SAMPLE$ OF ALL WORK REOULA0ONS. UPON F H HGH BD 114 Or H DIRECTIONS j XTURE AND FINISH. 00 -NOT PROk,EED UNTIL THE TEST AND REGULATE THE'SYSTEN AS AEQUIRED TO INSURE PROPER . . � ,r I 2 X 4 )A�140ERS MINIMUM, L MIT SHOP �DRAWINGS A140 14ANUFACTURER-'S DATA I . I . * HALL 31E CAREFULLY PROTECTED BY THE GENLRAL I . IN A E MANUFACYURERss, INMU L I . I INJURY WHICH MIGHT RESULTFROM ANY OPERATION NOTCRC STS $HALL NOT MEED I/A Or THE IL BE Or T14C VERY 8�$t. VTTIJ Al.L MAIERTALS . . I CONI�LECTEO WITH THE EXECUTION OF THI T T HALL ffDY Of- WITHIN '2w 'PREAD, AND SMOOMLY MOWED ON to � I I � I RUNS ,OR SAGGING I . . EVENLY S 0 F H T R LL SURFACES 'TO 4CCEIVE P ' 'Nt SHALL BE :'MOOTM, CES4 PROVIDE L L I I . 11 IO D 1/3 114C Err.PTU OF TK JOIST. flOrCHES IN tHE TOP 09 BOTTOM �,r OnY AND CLEA%, CLEAN OUT ALL SAP POCKET; AND THEN SHE %AC AND PERFORN, rALL OPERATIO145 REQUIR90 TO CO"PLETE THE ELECTRICAL I I ' � , L ETS ANO, A? INSTALLAT' .0" AS 1401CATE0 - IN THE DRAWINGS, AS SPECIFIED HEREIN I . I 101SIS SHA�l NOT EXCCED 'r/4 lftv.' DEPTH AND .SHALL MOT OC LOC joi - ;Y KNOTS. PUI*Y'ANY DEFECTS SUCH Y r I � . � I . E,ZCAVATED MATERIALS 04 THE SITE AS INDICATED ON THE GRADING 14, pr ACR$, )OI CT OR AS NEEDED TO PROPERL COMPLETE THE WO'K. At L ELECTRICAL I I , IN 7 HE . OLE THIRD OF 114C SPAR, . H SPACI c* I NO I , - JOIN'01 OETWE�,M ULDSI AND WALLS OR CEILTOGS AVOID I M . . , .� . . I ITE CONDITIONS JOIST$ UNDER AND PARALLEL Tr BEARINC PARTITIONS SHALL BE PUtTY 'TAINSo NO PA-ItT SPOTS SHALL LEF THE RULES O;r YHE ,NATIONAL BOARD E I . . I � . I I r7joNS OF THE LOT ABOUT THE OR OTH LL INTMOR SURFACE! SHALL OC fHOR- I I I T � � 1', � B DD FROM T14E I I I I OUGHLY SANDED BETWEEN.COATS 110 LEAVE ASMOOTH FINISH ON SAME B RITERI'S I , - r I I I BUILDING AT 1/4" IN 12" MINIMUM SLOPE. SH OF 2,1 ABOVE ANY PORTIr" OF BEFORE APPLvINrrTl4r NE,X7 00AT. CABINETS SHOULD BE FINI$HED L LABORATORIES, THE ELECTRICAL CONDUIT SHALL BE'PVC WHERE 11 . CE ROOF WITHIN 101 LE Al TER INSTALLATION. PRIME AND BACK PRI14E r ELSEWHEREf USF, RoMgX. . I 11 11 I I � ALL�0009 AND VINDOW FRAMFS PAJOR To INSTALLATION, AFTtR,8EIkG L ANCES# OUTLETS's L � I r Ir r ,I r I I R AXtMUM .RISE OF 7�- ANG A MINIRUM TREAD Or IQ-. � TE E04CS OF ALf WOOD DING WARDAORE FIXTURES (INCLUDING THEIR 'RIM K"SYv'W'r7C I " -.1 . DOORSo AND 'WIN PIT � . . . I 10 I r . - I - - IN D G '4 HIGH, BAS0 OR VARN.11SH. U14LESS OtfICRWISE POIEOI� ALL ,EXTERIOR AND INCLU OWANCt'S, LOCATION OF OUTLEIS SHALL BE 7 I " i -, r. CTOR D ND SINII AR -ITEMS SHALI APPROX. AS, tHOWN EO .. I I . R OUTLET FROM RESIOENCC TO MAIN L 'E. QP,SN GUAROPAILS 5440.L 1.'AVr !4TERMEDIATE RAILS OR AN OR,,AMENTAL A PRIME COAT AND 014C COAT IN C04- o N`AREAS. R E INDICATEDLOCATION, ItHE ELECTRICIAN I � . I � 11 � - . IORr AND 141CRIOR Wr-D ,SURFACES H L I IPHERE 4A 94 UIAMETER (CxaPi noorilIG) cHALL BE TAr,ATEO OR PA IrNTED. JROOF VENTS AND I W . ION OtIrlYCILRES FROM TNE . ,�t ,,,, r 14AL'. HAVE A MINIMUM HEADROOM C[�ARANCE OF 0-8"k . D� WITH THE ROOFING 14AT'rRIAL. DRAWINGS WILL BE CONSIDERED A S 5STITUT .AND SHALt- gtot . . I � I ED DE ,C�tmv, 4 E HE D NOT LE$5 THAN 3411 NOR NOR NTALLATION, CHECX, TEST 11 . I I it" � / 1)" I I THAV 38" ABOVE THE HC7ING OF TRF�ADS. THE NOF THERE: SHALL 13E ,No PAI,NT COMPANY SUBSTITUTES OKESS "PPROVE,b R . 1 4 r I B T HE HALL BE NOT LESS THAN 1-1/20 409 MORE 7HAN 21, BY DESIGNER, OR OWNER. I I I � I I t . AL 011�-'NSION. USE TOE ELLIFTIC'PL 'PINE HANDRAIL I � I I., CIFT-4ATIONS, 'ROVIDE 200 AMPEG R I : i cl - , THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL EXCAVATE THE ,tr RCUIT BREAKER TYPE. SE . . I L OUND UNL,ESS OTHERVISE NOTED. I . t *6 S ROM E E � H B CH $IDE OF 'THE FIREPLACE O­�.41NG. ' C �-,"W�'--',,.. � I ta�ALS . � 4000 I .qell 0 1 � I ,*N,4." 'IL,"" , ., I . � 0; WALL ENAMEL U ANCE I 4&Plo � I � IST COAT m, VINYLEHJLSION SEALER ALARM SYr7EM ALLOWANCE I 1 ay.4' � � I � i i i , r I , , . I - ",-,I-,- I " W/ IV , , I I P F th""i I , or, --T , , , , �' I - I ;-I�l "'� 7, t i� -H ` . 0 -p- , � � 7. i , �� � I � � I ill, , 9�­,.-""4.A"- I I -1 11 , I'L I ! I . � I poftz 'I `jljl� - k I F , I I" I !I I , I I r I 'I ETE J013 V . 10 1 1 .1 I INCLUDING ALL NAILS � . r 0 � - - -- � � -- . � I - f OOL-S# SPIKES, ANG4ESI WALI. 11E$1 COLUMN S WAN c- 11 . . � r' 1� I I CHOR BOLTS, El :. , A:E, C. % METAL $zNA,MEL E D WIRI G AL ..... I'll, - - .1 I - 4010- . . h, . I ". I ­- r , , Mt'LCTION OF 4ORR, ALL C V . . I rl, �01 r I LL, BE PAINTEO. DR k---tlj-rt211--r Poopr_ W�-IIXAW�T*C"le�, ^A�Ub * 11 49 1:74 00, . I I r � PROVICE A MIN'lUM UNDER FLOOR CLEARANCE OF 18" UNDER 301STS M T=)'WeL- MS^rr- A%1-4�1=�.�,C-V-- I � S68 . 0 r zo , , . I �� I � . I I r 11 . I . -I I . I . I ,� i . r � I ­