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HomeMy WebLinkAbout066-180-0210. 0 4 66=18-21. 92=53 � •CHIRICHIGNO � • � .,, k•` 6499•1Staten-' f magal aaa cont : - TimberockC- ',= 9 v nst: f �Cfl�Cfl�r- j Y a JOB FINALED (Date) A Ti �1/ r . t Signature NOTES 2; RESIDENTIAL ,}PERMIT NO. 066-180}021-.�.;�.'_...-F 02-23 t WHITEHOUSE; Jiin"V;a 6499 Staten Court, Magaha " Conv Underfloor` to Storage/SF' ... ' +I F3 ._ s .• 1. .-�:'_a, �r3,"'' - t z SPECIAL CONDITIONS CHECKED BY ' SRA' FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. t " SPECIAL INSPECTION ITEMS '} VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER a JOB FINALED (Date) A Ti �1/ r . t Signature J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete I 4. Water; Location -Test -Easement Needed (Sketch) I 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect . 8. Utility Clearance 9. Health Department Approval_ ' Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Enclosure; Fencing -Alarms Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date ' Date 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged - 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2.,, Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 'Date Card B-1 Date A Card 6-1 Date Card B-1 I MISCELLANEOUS Date DECKS, POVERS, CARPORTS, GARAGES (Plans) OK except #'s 1 Xhing Requirements -Setbacks -Easements _Z_ EDW4Kgs; Soils -Size -Depth -Spacing -Connectors -Steel 6--BeMs-, Girders and/or Joists -Decking -Bracing -Stairs -Rails ood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric uaie t,ara b- i uate Cara is -i Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining I 4. Elec.; Receptacles and Lighting, Distance-GFI I 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. • Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater ( 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards- Ins. to Main Conduit 9. Health Department Approval_ 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date ' Date Card B-1 Date Card B-1 Card R-1 Data Card R-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 5. Stemwalls, Main; Steel-Blockouts-Wrapped 50. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 7. Slab, Steel -Wrapped 52. Garage Fire Protection Framing -RC Channel 8. Piers -Fireplace Ftg.-Steel 53. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 57. 15. Access & Ventilation 16. Insulation Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 61. 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Insulation -Walls -Ceilings 19. D.W.V.; Test Fittings & Anchor -Nail Protection 63. 20. Shower Pan; Test, First Floor -Tub Access Date 21. Test Tub & Shower, Second Floor -Tub Access Card B-1 Date Card B-1 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date FINAL (Plans) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 66. 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors Bedroom Exiting 26. Size Boxes & No. of Conductors Stapled 68. G.F.I. & Bath Fixtures & Tub Access -Spa 27. Romex Installed Close to Edge of Studs & C.J. 69. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Stairs & Rails 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 71. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect Elec. Outlets at Wood Panel, Int. & Ext. 33. Equip. Clearances Panels-Motors-Mech. Equip. 73. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Elec. Outlets & Receptacles at Kit. Counter Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 77. 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation Plb.; Elec. & Mech. Equip. Listed for Location 38. Condensate Drain & Overflow, Size & Grade 79. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic - ' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except.#'s Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound _ 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) Stucco Brown -Finish 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 85. 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes O No/Planters 0 Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval " 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE >; BUILDING DIVISION _ DEPARTMENT OF DEVELOPMENT SERVICES 411" Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER - PERMIT NO. b- 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 offi e immediately. l '4 r� y r lDate �f/ J Inspector � . 'REV 10192 it ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Cahfornia.,95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02-278 ASSESSOR Piio0-�NUIpsE0n-021 ZONING BUILDING PERMIT OWNER T JIM WHI�EHOUSE TELEPHONE 873-6776 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDF59V(�r[ '- CONTRACTOR'S NAME LPNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 2424,00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 35.10 BUILDINGADDRESS T 6499 SsATEN Cr, is Energy Plan Checking Fee $ $ PERMIT FEE s 109010 LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF F9 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IX Describe Work: ADD SL43 AND tiJIj TS TO MAKE STORAC,F ROOM UNDER HOUSE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I GI W 1 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service ".A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER 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, 0/III do the work, and the structure is not intended or offered for sale. 1was owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 NEW CONST. DWNG OCUP. WE CCU OR ADONS.417- ( SO x: 0,60 MULTI.OUTLETITS NON•REOSID. 97,50 APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FIXTURES 20 BAL Q 1.000 O Ex. Occup. ourEitTs =.) E P .- 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 30.60 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ' p`rv-r�S Date �t=��_ E 1La re of Applicant - ❑ Ow! ire ❑ Contractor ❑ 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 $ Occ CONST. TYPE TOTAL FEE $ 130,70 HAZ. D. FEES IMP FLOOD CDF PARCEL I PO I HD E This permit is hereby issued under the applicable provisions of the Butte unty Code and/or Resolutions to do work indica d ab ich fees have been paid. By Date O PER IT EXPIRES ON d ate Receipt No. :15` I WHITE-D.D.S.-B.D. CANARY SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT BUTTE, COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Qlr ,Ise Building Department No. A.P. Number (! ��Z� Jurisdiction: �. City County Property Owner Property LocatioNAddress Subdivision Lot No. .................................................................................................................. Residential Development ETE Sq. Footage No of Living Mobile Home Addition/ *Supplemental to Units Installation Conversion Permit # '(No foundation inspection;' Commercial/Industrial New /° Addition imoor mans reviewed Dy acnooi uisincT Distoo Identification No.,, C/ t (Street Address) District certifies that (City) 0 (State) has complied with the requirements of Resolution No. representing square feet. School District Representative Paid by Check # /(/✓x-�— Remarks: Sq. Footage (Group R) (Including Exterior Roofed Areas) Date (Phone Number) p Code) by payment of $ AB 2926 $ FULL MITIGATION $ 7 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm I I I I i I !,f.— BUTTE COUNTY BUILDING DEPARTMENT APPROVED 2T-6" `f 4in cl c•oc.d4a Rehousef%,) 6499 Staten Ct.. Magalia, Ca 95954.- Basement Plar RESIDENTIAL 1j "4 tt x t p . . • - r.. r .'� 1 / 66-18-21 92-14421 CHIRICHIGNO, Pete & Wanda. 6499 Staten Ct, Magalia contr: Timber Rock Const retaining wall IWW uz- JOB FINALED (Date) (V `�8 - _ Signaturen•�.----..9 r J=OK O=Not OK = Not Applicable Not Ready MOBILE HOMES' ' = Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity: Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance R Disconnect 8. Utility Clearance Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card 6-1 Date Card B-1 Date Card B-1 Date Card B-1 t/ 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK ,O=Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) ' =- ' Date UND F OR (Plans) OK except ff's Date FRAMING (Continued) 1. ing-Setbacks-Easements-Flood-Slope 45. Hangers -Post Caps -Anchors -Connectors Zvftg., Main; Soils-Elec. Grnd.-/ /" Fig. Depth 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ft ., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles temwalls, Main; Steel - Blgz<outs-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions temwalls, Garage; I-Blockouts-Wrapped-------- 50. Garagee Fire Fire Protection Framing 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 -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 1,9/&,Card B-1 fid Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except ft's 1E. Water Htr.: Vent -Access -Combustion Air -Baffle ---------------------- - ----------------------- 17. Water Pipe: Test & Anchor -Nail Protection ---------------- 18. D.W.V.: Test -Fittings & Anchor -Nail Protection --------------------------------------------- 19. Shower Pan: Test, First Floor -Tub Access 20. Test Tub & Shower. Second Floor -Tub Access 21. Gas Pipe: Size & Anchors - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except tr's 22. Fixture & Transformer Clearance -Ins. Protection ---- ------ ------------ ---------- --------------------- --------------------- _ 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled ------7 ------- -------------------------------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ------------------------------------------------------- ------------ - 26. Equip. Ground made up w!Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor SizerGFI ------------------------------------------------- 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size i ! ga. Cu or At ------ - -------- ----- ------------------------------- 29. ---------------------------29. Range Circ ! I ga. Cu or AI -Oven Circ. / / ga. Cu or At Insulated Neutral ❑ Yes ❑ No - -------------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ---------- _ - --------------------------------------------- 31. Equip Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light - ---------------------------------------------------------------- 33. Smoke Detector ---------------------------------------------------------------------------------- Date Card -B-1--_ Date Card -B- 1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) Ok except P's 34. A.C. Ducts Insulation & Support -------------------------------------------------- 35. Vent Fan: Exhaust above insulation ------- ---- ------ - --------------------------------------------- 36. ------------------------------ 36. Condensate Drain & Overflow: Size & Grade --------------------------------------------- - 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 owlet ----------------------------- -- ------------------------------------------- 38. Attic Access & Platform if Furnance in Attic ---------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ----------------- ----- ------------------------------------------- ----------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except h's 39. Sils. Proper Material & Anchors ------- ----- -------- ------------------------------------------------------------ 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------------ - -- - - --- --- -- ---------------- - -- - ------ 41. Bearing Walls over Girders & Floor Nailing - ---- - ------------------------------------------ ---------------------- 42. Draft Stop in Walls (rat proof) ------- - --------------------------- ---------- ------------- 43. Fire Stops Furred Ceilings -Stairs -Chases -Tub --- ---------- -- -- --- -------------- ---------------------------------------- 44. Headers & Beam -Size & Bearing 51. Property Line Firewall & Openings --------------------------- 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits ------------------------------ - _ 53. _Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54, plywood on Roof Overhang -Attic Vents -Rafter Outriggers -------------------- --- _ 55. Siding -Nailing Veneer ------------ 56. ----Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ----- --- 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings_ 60. Infiltration -Walls -Windows - -- ---------------------- DateCard B-1 _ Date Card B-1 Date _ Card B-1 Date Card B-1 Date FINAL (Plans) OK except 4's 61. Ext. Steps -Door & Sidelight Protection -Landings ------------------------- --- 62. Smoke Detector --------------- -------------- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting -- ------ - 65. G.F.I. & Bath Fixtures & Tub Access -Spa ----------------------------- 66. Elec. Trim & SubP anel: Breaker Sizes & Labels ---------- ------------- 67. Stairs & Rails _ 68. Fireplace or Stove: Clearances -Hearth 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance ----------------------------------- 71. -------...-...-..----------------71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door: Swing -Landing -Closer - - ------------------- Duct in Garage -Damper 74. Wir. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection 75. Plb. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ----------------------------------------- 7;. Insulation -Foam -Looked in Attic ❑ Yes -------------78.-Guard-Rails & Deck -Construction -Post Caps ------------------------- -- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ---------------- 81. Stucco: Brown -Finish ---------- - ------- 82. A.C. Unit: Disconnect. Electrical, Plumbing ------------------------------------------- --- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings --------- -------------------- 84. Water Well: Disconnect, Electrical, Plumbing -------------- -------- ----------- ------ -- 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House -------------------------------- 87. Glass Protection ...... .-------------------------------------------- 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged: Gas -Electric -_----------..------------------- -------- ------------ 90. Water & Sewer Connected -C/O to Grade -HD Approval -------------------- 91. ---91. Energy Compliance Certificate -Other Certificates - - - --- ----------------- ---- ---- 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 PUBLIC WORKS PERMIT NO. 7 County Center Dr" - Oroville, CAllforniq 95965 - Telephone: 916.538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 66-18-21 1 ZONING RT 1 BUILDING PERMIT OWNER PETE & WANDA CHIRICHIGNO TELEPHONE SO. FT. OCC. BUILDING VALU TION / 36 RT 360 OWNER'S MAILING ADDRESS 1529 NEWBRUNSWICK SUNNYVALE 94087 CONTRACTOR'S NAME TIMBER ROCK CONSTRUCTION TELEPHONE 877-4845 CONTRACTOR'S MAILING ADDRESS 148 PEARSON PARADISE 95968 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is 360 Filing Fee $ 15,00 LENDER'S MAILING ADDRESS Permit Fee $ 15.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 20.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING6499 ESTATEN CT MAGALIA 95954 Permit fee WHIR 50.00 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. 118 SUBDIVISION NAME PPCC #3 PARCEL MAP 38-65 Water piping 7.00 Each pas water heater or vent 7.00 USE OF STRUCTURE SF q Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer j 15.00 Mobile Home I S I GJWJ @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: RETAINING WALL Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VOR LESS ORLESS 18.50 Main service 200ATO1000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 17U I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. � 2 Classification (11. I, as the owner, or my employees with wages as their sole compen- sation, 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 contra ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING occuP.� OR ADDNS. ( ACC. BLDGS. ) 3.64sq.ft. NEW CONSTFL ULT' -OUTLET NO N.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 760 FIXED APPLNS.❑ Ex. DCCUp. OUTLETS ((RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00ct- Misc. byirin g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you becomesubject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot 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 li lilies, judgme costs, and expenses which may in any way accrue ai said County n onsequence of the granting of this permit. ;ag nature of A licanf — owner pp ❑ Contractor Agent ❑ An OSHA permit is required for excavations over S'0 'deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 50.00 HAz DFEES -This IMP FLoo of PARCEL PD H Issu permit is hereby issued under sions of the Butte County Code and/or work indicated bo y for which fees . D E rR O PU�LIC PERMIT EXPIRE-/.-'bate'�� the applicable proviDate resolutions to do have been paid. WORKS Date U' l Receipt No. O 9)139)13By WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT ( ... •.•►....: w ,. .. . -..— -rr -•,-. _T-,..t,,•,•.,'I,,,,t'•Kb�'�-.F '�'''�"'y.^ri"'�^a.ir.: :'J.: nC;.; : `+`'�'nr'"'a: �'iLT°Y"t',:;..,'�Y" i Y • COUNTY OF BUTTE - DEPARTMENT O,Ft PIBLIC WQRKS - BUILDING DIVISION —_ 44a •. �y .R �7 COUNTY CENTER DRIVE - OROVILLE,,CALIFORNIA 95961§)- ECrEPF'ONE: 916/538-7541 s . PERMIT APPLICATION DATA SHEET p Permit No. OWNER, / Qtr'P_ C'L/ % /� I C om% f ql j A. P. No. 6G /46 Proposed Building Use Kir _ wA'�� - fu''SV Building Inspector j�f3 J Date 5_--S �Z At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: "" DATE RECEIVED APPROVED 1. All items have been submitted. { .......................... 2 Plot plans in duplicate/triplicate-,,signed by preparer pf plans........ 3. Complete plans in duplicate/trip`licate, signed by preparer. of plans . . 4. Complete engineered plans and ,calcs, with wet signature on plans .. 5. Hazardous Material Form ... ...................................... . 6. Energy Design Compliance and supporting documentation ......... T Statement of Intent for Non -Heated and AC Buildings .............. I c 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation' data including manufacturer's installation instructions......... f .......................................... 10. Fees of $.. 11. Chico Urban Area fees paid ....................................... 12. Park fees paid ..................................................... 3. School District fees paid .............. 14. Sanitation approval from _'e 1,12 — Health Department oG 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. -� 23. Owner -Builder Verification. (Given to owner ❑, Mail to owner o) ... , . 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. 7�x ssue the permit, process as follows: —Mai l to owner. Mail to contractor. lephone e%� ygyfnd hold for pickup at p' p'�-e�ffi e. —Deliver w/inspector. Other Applicant .D te<�% Copy of Hdz-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 permit issuance: (Circle new item -not -checked above). 1. Index permit for above items No. 2. Additional items required: £�- 4 � 6 r< ConVnTw°"designer, owner, was advised of above required data by ione_mail_counter by date Contra 1r, designer, owner, was advised of above required data by �ne_mall_co t y date Plans checked by Date Plans approved by Date Z Sets of plans on hold in • File cabinet AP folder Copy—DPW COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS j' 196 Memo rial.Way, ,Ch.ico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE i�Nl(Lk ClaCi?-Iggz OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. I eoa Q r\. -,Q !K e. j:: S O 'R--4- Ifif�1 t Date \ A - y' � q 3 Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Nay, Chfco — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 i� CORRECTION NOTICE J H1112 OWNER PERMIT NO. �! `•Y Ai A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need !!additional explan/ation, please contact this office immediately. 10 pf Datey1 C Inspector A f te:f �j �y i� �l ryt� i, 5 Datey1 C Inspector A f FROM: SUBJECT: Building ;Department �a«� Environmental Health Sanitation Clearance Qf 410ner Location Plan Approved for: Sewage Disposal �— Water. SuPPlY Hold final for: Water Supply Final clearance O.K. for: �! Water SupplY Clearance for bedroom mobile home. Other ' /,a.�. NOTE "** Date sinitari4g SHEET NO SUBJECT.._CIyU�T/`f�/�I%itJG ¢ ' ............ . OF..---------------------------- 2026CHKO. DY .......... GATE............ . ----------- BG4'k=1%*lcVW�LL-------- . JOB NO......... --------• lio, /P CU,cB as':W - EW7-eX 0 J'ERT. I ,eE/NF, bvr"O calfs see aro re ,SEL NZ A¢ e- !6 ra•c. 4�4 i' 3eo.c. HOR/Z. TrP. it - 2 CLFifR CONC. ZZA6 OP7701ViK -^ .UorF : XI -423 co.Us7 0..(/ row ori crry // / O /.,'5flAl' # 2�" DOK/EGS c 'Ag o,c, O,e eevo vE.eT OARS lWrO SCAB C x 6 - AV/.gx x// f W W, F, Ore ¢ 6 4i3o SLAB dec-I /e. "- 4'r -Oivn SLAa r, ¢ uS,a,V,0y (T)IrA ✓eG CONT, s�eovrE� SOG /D -� COJyPifCTEa �Si¢C.CF/GL SS,VAG(- jVWd- RCFIAO1= SCG &.-4R BOTT. OJ-- f ©oTl vG /vAT e44 CeADE .¢ COW7 J y CONT co"Vc. r ¢ v� pE,�'iC0��4T�D piPi4/�r FOOTlr 19 P/pG- To A14 YUGwT /ry 2 CC1, FT O/� ROC,C OP T/ONA L Q�pf ESS/lo /C_5Ti4 No. 243 /r. T. S, )"wav/1JCw S .XOR/mG OF TNe W�1 ez l/NT/L 7f1E COM5! OIC THE 9'L,4Z /S CURED, BUTTE COL)NTY ZAP HoRiz. ,eei1/1'-o ec11uG 13PILDING DEPARTMEW J,efi' �f�/92 sf9l CIV �F OF r., IF L7 MH OEEMOM 5790 CLARK RD., PARAMSE, CA. 95969 (916) 872-0254 �/2 /_._.../... _._.._.. ___..... _ ..CFk1CRED SHEETNO_-�-of.B7 SUBJECT_ CHKD. _�...-- BY _•-•--_-._ DATE _.._..._._- ^ �T�INIry /►•�LL i��T�IL: fOiC JOB NO. --_-._-..-•---..__...-_- T/MB i I WlF6G OR f000�2 CO,vS T, ovF Wt/E,eE Occ v es WI+LG $: 1S/.4LG C. Q pFESS/Oryq� /�� W Nod rn Gam- I 9lFOFCA��F�I� ��/.�✓/Sf� G��iDE G YEL N CONT. CONC. `rC /O ,c /O CONT. , Ex e C., ¢ x 5t "fiery c B. .4N0 NO KFY e XIALL A. CA/V rIL /11"Tr�ff7-A MALLS ,v, T: s. R. (/. iol�4RKIIVC, NOTES : /, SES/GN C'e/TE.P/.4 � e. 4re"e- m L Ic-e,,e 2..f GL CSG L S S.yi¢L L B � GRO�TEO Sl.� /�, 40 614AF A0114. O.P 2¢ "M/N, BUTTE COUN,1TT' 'ff �� PE.PPO.�ATEO �.�.4/.t/ P/PE Tib - .� YL./Gr 7- /N JIMQ DEPARTMENT APPROVED 5790 CLARK RD.. PARADISE. CA. 95969 (916) 872-0254 4 Timber Rock Construction 148 Pearson Paradise, CA 95968 Dear Sirs: Butte Co BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1 COUNTY CENTER DRIVE - OROVILLF. CALIFORNIA 95965.3397 TELEPHONL: (916) 536.7541 FAX: (916) 5311-2140 . June 1, 1993 RE: Building Permit #92-1442 Expiration Date 6/8/93 A.P. # 066-180-021 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: © Permit work started, but not completed. Permit may be renewed for 2 the original building permit fee (plus a $15.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the Paradise _ office. Thank you for your prompt attention concerning this matter. JFG:hla cc: Building Inspector Attachments: [T1 Renewal Application [JOwner-Builder Information ❑ Owner -Builder Verification Yours very -truly, j' J.F. Glander Manager, Building Inspection Chico - 1469 Humboldt Rd/891-2751 Paradise - 745 Elliott Rd/872-6307 RESIDENTIAL r { 66-18-21 92-539 BPEM CHIRICHIGNO, Pete & Wanda 6499 Staten Ct, Magalia cont: Timberock Const ` (new sf) C G 0 t Address GAS Meter J—z ELECTRIC Meter Bye OFFICE COPY C i Date I Date JOB FINALED (Date) Signature l� � 4 �11�• I g M 0 t Address GAS Meter J—z ELECTRIC Meter Bye OFFICE COPY C i Date I Date JOB FINALED (Date) Signature J OK O=Not OK Applic No Readyable MOBILE HOMES Dale MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Caid B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements V 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 f �' 6. 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)C)K except #'s L 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails ve 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors . Shthg.-Rfg.-Bracing 15: Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 0 Date Card 13-1 Date Card B-1 Date Card B-1 Date Card B-1. Date POOLS (Plans) OK except #'s ! i 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 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V OK O = Not OK Not Applic Not Readyable RESIDENTIAL (SinglW & Date UNDERFLOOR (Plans) OK except ti's 1. ning-Setbacks-Easements-F od-Slope tg., Main; Soils -Elea Gr .-/f!¢: Ftg. Depth 3 ,Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth tg., Porches & Decks; Soils -Steel-/ /Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab:_�eel-Wrapped tis -Fireplace Ftq.-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 -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Dates �,/7 Card B-1 C/S Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except ti's -16. Water Htr.: Vent -Access -Combustion Air -Baffle YY. Water Pipe: Test & Anchor -Nail Protection 113!D.W.V.: Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test. First Floor -Tub Access 20. Test Tub & Shower. Second Floor -Tub Access 21. Gas Pipe; Size & Anchors ------------ -- ----- Date - / 4 j Card B-1 GSA - Date _- Card B-11 - ----------------------------- Date Card B-1 Date Card B-1 Date �TRICAL (Permit) OK except ti's 22. Fixture & Transformer Clearance -Ins. Protection ----------- . ------------------------------------------------------ 2� Elec. Receptacles Spacing -Lights &Switches at Doors -------------------------- ------------------------------------------------ 24-Size Boxes & No. of Conductors -Stapled -------- ----------------------------------------------------------- 26. Romex Installed Close to Edge of Studs & C.J. --------------------------------------------------------------------------- 26. Equip. Ground made-up w/Mech. Fastners-Bond Gas & Water -------- ----------------------------------------- --------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ------------------ ------------------------- ____ ---------------------------- 2'c. Subfeed Wire Size ! r ga. Cu or CAI-Aire Size L-, ga. u or 49, Range Circ. ! ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑Yes ❑ No - ------------------------------------------------- 31'l Service -Riser Conductors & Ground -Main Disconnect --------- - --------------------------------------- ------.-------31-.-Equip.-Clearances Panels-Motors-Mech. Equip. -------------------------------------------------------- -32-Clothes Closet Light -Shower Light -Spa Light - --------------- --------------------------- --------------------- ------------------ Smoke Detector ------ -- - ------------------------------------------------------------------ Date j j� Card B_1 � Date Card B-1 ------ ------ --------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) Ok except ti's -------------- = 39. Ducts Insulation & Support --"fa -- --------------------------------------------------------- Vent Fan: Exhaust above insulation -------- ------ -----------------------------------­----- 36. ---------------------- ------36. Condensate Drain & Overflow: Size & Grade - -------------------- - ---------._...--. 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ---- --- -- ---------------------------------------------- 38. Attic Access & Platform if Furnance in -Alt - ic -------- - - - - - --- - - - -- - -- -- - - - ----- -- ------------ Date ti- �ard B_1 (�5� Date Card B-1 -------- - -- -- - - - --- - ----------------------------- ---------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ti's 3 "Sils. Proper Material & Anchors --- - at7. Walls Studs -Nailing Spacing & Bracing -Plates -Sound - ----------------------------- ------------------------- Bearing Walls over Girders & Floor Nailing ------------ ------------------------------------- ------------------------------- 42 Draft Stop in Walls (rat proof) ---------- - -------------------------------------------- ----------------------- - 43 ire Stops_ Furr d Ceilings-Stairs_Chases_Tub - - 44 aders & B & Bearing Date Dyplex) FRAMING (Continued) --- 45. Hangers -Post Caps -Anchors -Connectors Ing. Joist-Rftr. ties-Purlin roof Brac-Truss-Shthn .- _-- Qy9O replace Ties or p FI Fireplace Throat c e _40.- ttic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 4e-bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing _ 5.Por perty Line Firewall & Openings Doors -One 3' -Check Garage -3rd Story, 2 Exits airs; Width -Head room -Rise -Run -Landing Fire Protection W -Py od on Roof Overhang -Attic Vents -Rafter Outriggers �J0__ --+�1�� ' ing-Nailing Veneer IF __Stu Mesh -Drip Screed -Fd. Vents-Underflr. Access / lazing Area -Glass Protection -Skylights -Plastic Sia. ear Walls: Nailing -Bolts ------------ --y. ------ - Insulation=Walls-Ceilings A- / 60. Infiltration -Walls -Windows -------------- Date Card B-1 (jam Date Card B-1 Date % &7Aard B-1-,.4,Date Card B-1 Date FIN Plans) OK cept ti's - 6 E Steps -Door & Sidelight Protection -Landings kms Detect or e --- ;Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection 64 Broom Exiting _..-------------------- - ----- CrF.I. & Bath Fixtures & Tub Access -Spa --- - --- 6§,-c-rec. Trim & Subpanel; Breaker Sizes & Labels ------ ------------- 67 airs &Rails 6;r replace or Stove: Clearances -Hearth - - - -q�/------------- - / Elec. Outlets at Wood Panel; Int. & Ext. 70. K't.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance -- ---- ----------------------- -- - 7 Elec. Outlets &Receptacles at Kit. Counter tr2. Garage Fire Door: Swing -Landing -Closer ------------------ ----------------- Duct in Garage -Damper -------­---- '--------------------- ------ Wtr. Htr.: Vents -Clearance -Comb. Air -Connector In Garage: Above Floor-Mech. Protection - ZZ"'Plb. Elec. & Mech._Equip. Listed for Location -46. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ---------------------------------- --------------- ;?�,- Insulation -Foam -Looked in Attic ❑ Yes ----------------------------- ------------- - Z6. - Guard-- Rails & Deck -Co Caps --------------------------- - �dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked and r Floor -❑ Yes ---- ---------- --------------------e -- Followin instld.: Drive Yes ❑ No: Walks Yes ❑ No: 9 Planters Q Yes No --------------- 81. ---------- 81. Stucco: Brown -Finish A.C. Unit; Disconnect Electrical, Plumbing ------------------------------------ $3.-Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings - - - - - - - -- -- -- --------------- ------------------ et4--Water Well: Disconnect, Electrical, Plumbing - i3Fl Exterior Elec. Trim:_G.F.I. Receptacle -Underground d6� Ventilation Throughout House ------ -------------------- ijYGlass Protection -- - - - - - - - - ------------------------- ts�Corrections from Previous Inspections --- - - ---------------------------------------------------- as Test -Meters Tagged: Gas -Electric do Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates - - --------- --------- Date v�-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 PUBLIC WORKS �- 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE" - CtI_L4 0 ER 72 =RMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address. and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to`this 4� ^ matter, or need additional explanation, please contact this�''office immediately. r �l Date ` -921nspector -.. gel iG COUNTY OF BUTTE R DEPARTMENT OF PUBLIC WORKS' 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541' w" 747 Elliott Road, Paradise — Phone: 872-6307 _ CORRECTION NOTICE C<f/llL-�Z<' OWNER PERMIT NO. -.A routine inspection indicates that the following violations of County Ordinance _ exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation,, please contact this office immediately. ��l) �� d !� tc r/` P�17 '-L / / e c s r Y - r,t i f Y 2 sem=; � Inspector Date .a�-.y.-�r..��'...,f�.j'�'�.y"'e,�.q�1+rg'si •�.� _ .._ TYf's�,�;�.,� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 - 7 County Center Drive, Orovi Ile — Phone: 538-7541 - p Y 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE ®W7 1ER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance ; — exist at the above address and should be corrected. Please notify this office when connection of work is completed. If you have any question pertaining to this tatter, or need additional explanation, please contact this office immediately. y:1i .. sj �t C rte. ✓.T a it •A 1 .l ®ate Inspector- -Z. t Owner Permit No. LOCATION ROOF MATERIAL_ THICKNESS EXTERIOR WALL ENERGY CERTIFICATION DESCRIPTION OF INSULATION BRAND NAME THERMAL RES. k. P. NO. DCo-- 1 �-Q-()2..P MATERIAL FIB RGL SS BRAND NAME TAINTEED THICKNESS it THERMAL RES. CEILING BATT OR BLANKET TYPE-FiberglasBRAND.NAME ERTAINTEED C7 THICKNESS ('/ THERMAL RES. D LOOSE FILLTYPE,NSUL-SAFE IIIBRAND NAME CTAINTEED THICKNESS ( zM2 �� THERMAL RES. -3-� FLOOR,ELEVATED MATERIAL_ FIBERGL SS THICKNESS � '4 BRAND NAME .CERTAINTEED THERMAL RES. - t FLOOR, SLAB MATERIAL BRAND NAME THICKNESS THERMAL RES. WIDTH FOUNDATION WALL MATERIAL BRAND NAME THICKNESS THERMAL RES. I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. HAWKINS INDUSTRIES INC. # 622184 FIRM NAME OW ER STATE CONTR. ICENSE NO. I hereby certify t a ove insulation and all required items as shown on the Building Depart. approved plans and attachments have -been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of .the quality prescribed or are gpecifically approved -by the State of Calif. TT�M NAME/OWNER,,"LEASE PRINT) STATE CONTRACTOR'S LICENSE NO. /OTC NATURE OP GEVETAL CONTRACTOR OWNER DATE This certificate must be on file with the BUILDING DEPARTMENT prior to \final inspection approval and a copy shall be posted within the building.. JANUARY 1984 / e . 45 C Ono COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, Cnllfornle 96986 - Telephone: 9161'638.7541 APPLICATION AND PERMIT PERMIT NO. 92-539 �° m 8-21 RT 1 BUILDING PERMIT OWNER PETE & 6dANDA CHIRICIIIGNO TMLRPHONS S0. FT. OCC. BUILDING VALUA 10 p 1669 R 85 119 OWNER'S MAILING ADDRESS 1529 NEWBRUNS4IICK SUNNYVALE 94087 496 M 8,9p28 CONTRACTOR'S NAME TIMBER ROCI: CONSTRUCTION TELEPHONE 877-4845 340 OPEN 2,300 77 CIV 1 00±1 CONTRACTOR'S MAILING ADDRESS 148 PEARSON PARADISE Fireplace "All 1,5500 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 98,928 Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 588.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 294.25 Energy Plan Checking Fee $ 20,00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6499 STOLEN CT MAGALIA Permit fee $ 917.75 PLUMBING PERMIT Filing Fee 15.00 Each Trap 16 5-001 50.00 Solar or heat pump water heater 1 20.00 LOT NO.SUBDIVISION 118 NAME PPCC #3 PARCEL MAP 38-65 Water piping 7.00 7.00 Each qas water heater or vent 7.00 7.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 5.00 Building sewer 1 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New [� Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: __2 BDRM _ Permit Fee $ 99.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 Main service 20GATO1000A) CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): IJP I am licensed under provisions of Chapt. 9, Div. 3 of the Business T_ and Professions Code and my license Is In 1 111 force and effect. License No.`ons 7Z//r Classification Z&__4J ❑ I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason _37.50 NEW CONST. DWELLING OCCUP.& 3.64sq.ft. OR ACDNS. (ACC. BLDGS. 1 76.00) NEW CONSTR. MULTI -OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS 6) SINGLE OUTLET CIR. 6d Ex. Occup(OUTLETS OR FIXTURES 20 @ 7FIXED APPLNS. Ex. Occup. OUTLETS ((RESID,)REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. byirin g 15.00 Permit Fee $ - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ t,�,e permit is for $100.00 (valuation) or less. PF have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating 9.50 DUAL PACK Cooling 4 TON 16.50 Hood 6.50 6.50 Ventilation Permit Fee $ 47,50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot 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, Judgrnents, costs, and expenses which may in any way accrue age, t said Coun consequence of the granting of this permit. p Date -3--3- I Z_ i store of Applicant - Owner n ContractorAgentAgent F1 An OSHA permit is required for excavations over 5'0" dee and de lit' or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Ener Ins ecti n Fee $ Energy P 40.00 �, r' % T YPE TOTAL FEE $ 1 213.75 I F1 DF IMP I ILVO CDF P AA�c PD y D IssuE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. R R OF PUBLIC WORKS BY Date PERMIT EXPIRES Date - -q3 Receipt No. cl 75-13� �"� S ZO. © WNITE•D.P,W„ YELLOW -ASSESSOR, PINK -INSPECTOR, aENRO I �COUNTY OF BUTTE - DEPARTIENT OF PUBLIC WORMS P MIT NO. �O / 7 County Center Drive - Orovllle, California 95965 - Telephone: 916.538-7541 APPLICATION AND PERMIT 9 AlSESS".R PARCEL NUMBER ZONING /ftl_ BUILDING PERMIT OWNER TEL PHONE SO. FT. OCC. BUILDING VALUATI OWNER'S MAILING ADORE5 z o CONACTOR' NAME TEL PHON � Ra C s � o .� �7- ye I/--,7 0 n., CONTRACTOR'S MAILING ADDRESS ea obs a Fireplace 5-0 o CONSTRUCTION LENDER UNKNOWN Total Valuation $ Z Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Checking Fee $ 'Z, y. Z $ 'O ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESyqq Permit fee $ PLUMBING PERMIT FilingFee 15.00 Each Trap u 5.00 5-0 - Solar or heat pump water heater 20.00 LOT /NO. �1 SUBDIVISION NAME P Pc -C 3 PARCEL MAP 13 Q- Water piping 7.00 Each qas water heater or vent 7.00 -7 USE OF STRUCTURE SF Duplex Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 fl - Building sewer 15.00 15- sSPECIFY Mobile Home S I G I W 915.00 TYPE OF WORK New[, Addition❑ Remodel❑ Utilities❑ Installation❑ Other❑ Describe work: 2 Q� — Permit Fee $ Contractor ELECTRICAL PERMIT FilingFee 15.00 Main service 200AORLESS 18.50 Main service 200ATOI000A, 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full 111 force and effect. License No. :5)3Z// Classification [J I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP. 3.60 sq.ft. 76 OR ACDNS. 1 ACC. BLDGS. NEW CONSTR MULTI -OUTLET �1 5 00 NON-RESID BRANCH CIRC ITS R APPARAUS & POWET (SINGLE OUTLET CIR. ) EX. Occup( OUTLETS OR FIXTURES 20 764 FIXED APLNS.A Ex. Occup. OUTLETS PIRESID IREA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ J 0q, 5,0 Contractor — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FilingFee 15.00 Heating 00 tc 691J 9So U'9L P LLL ' Cooling 9 �or 1 r/4 s9 5n Hood 6.50 s - Ventilation Permit Fee $ _ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte a ter upon the above-mentioned property for inspection purposes. I al o agr a to save, in ify and keep harmless the County of Butte against all iabil ies, judgme , costs, and expenses which may in any way accrue aga nst aid County ' onsequence of the granting of this permit. Date 3 ^ 3 r 9Z S: nature of Applicant - Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspectionfee $ 0 c coNSTTY tt// TOTAL E S Z(3 7s HAz FEES IMP FLO COF PARC E} Po HD ISSUE This permit is hereby issued under sions of the Butte County Code work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- and/or resolutions to do fees have been paid. WORKS Date C Receipt No. 7 l �� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DflIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. b � C. OWNER / E'd� �✓�A��id �h'/QiIJ�/Gev'o A. P. No. Z-� Proposed Building Use-+ Z/RR 's//-= Building InspectorG Date 3- Z- S Z - At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED JAll items have been submitted . .................................... Plot plans,in, duplicateA signed by preparer of plans ....... . 3. Comp'lete""plan's in duplicate/tri 'licate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 19. Park fees paid ... Schgol Distrrict fees paid .............. 2. 14. Sanitation approval from Y'g��'S� Health Department -//- %a E� 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW _ ��a�Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec.request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. �2j_Owner-Builder Verification (Given to owner 0, Mail to owner °) .. . /,�_�Recorded copy of Agricultural Acknowledgment Statement .. 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. �_ Telephonea77-116'0/S'_ and hold for picku office. Deliver w/inspector. Other G�rrL.E /Y�2 ��, % /] App Ii ____ Date > Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By . iL The following data must be submitted prior to mit is. a e' (C' cle neno not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phohe_rnail_counter by .date Contracttor;, design , owner, was advised of above required data by_phone_mall—counter by date Plans -4 eDate�Plans approved by 0' Date 3 Sets of plans on hold ;n_} File Cabinet AR folder „ � Copy—DPW TO Building Department FROM: EnviXonmgntal Health SUBJECT: Sanitation Clearance e � owner / Sewage Disposal Plan Approved tor: Hold,,fincl for: .t S .Gn a FITZ Z 11 LocationAP Final clearance O.K. for: Clearance for bedroom M�" NOTE *** Water Supply Water Supply Water Supply home. Other / Date Sanitari �. TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance I--- /3c-� a �ciws f� `7 9?z�✓ owner location Driveway permit Ct 2- -01'72 - Ll si ature �6 (9-2/ AP # has been issued for the above property. 11�i z - - date A =turn to DPW AGRICULTURAL STATEMENT OF ACUI CTWIEDGEHENT FOR RESIDENTIAL DEVELOP, ILAIT Section 26-3.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. 92-011126 1 Rec Fee The property described herein is adjacent I Check to land or included within an area zoned Recorded I for agricultural purposes, and residents Official Records I of this property may be subject to incon- County of I veniences or discomfort arising from the Butte I use of agricultural chemicals, including, but not limited to herbicides, pesticides, Candace J. Grubbs I and fertilizers; and from the pursuit Recorder I 10:00am 16 -Mar -92 I PUBL O. agricultural ope at.Lons including, XX but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural 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. 8.00 8.00 All that real property situate in the County of Butte, State of California, described as follows: SEE LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF Date: PROPERTY OWNERS:- / `;' State of California On this the 6th day of March 19 92 before me, the SS. undersigned Notary Public, personally appeared County of Santa Cla7a Marvin P. Chirichigno and Wanda Chirichigno OFFICIAL NOTARY SEAL xK OARYLA OUNBAR 's Notary Public — California i. SANTA CLARA COUNTY MY Comm. Expires DEC 22,1995 Personally known to me. ® Proved to me on the basis of satisfactory evidence. Present A.P. No. D� to be the oerson(s) %,.h cse name(s) are subscribed to the within instrument and ackno.,ledQed chat they executed the same for the purpose -s therein contained. I\ ,dITNESS WHERECF, I hereunto sec :1v hand and official seal. 'dotard: Public K DESCRIPTION 90-32518 ORDER NO. BU -114166-2 MB ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: LOT 118, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 13, 1971, IN BOOK 38 OF MAPS, AT PAGE(S) 64 THRU 68. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. PARCEL Il: A NON-EXCLUSIVE EASEMENT OVER LOTS A, B, C, D, E, F AND G (THE COMMON AREAS) OF SAID PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 3, AND THE LOTS DESIGNATED FOR COMMON AND RECREATIONAL AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII, XIV, XV AND COUNTRY CLUB ESTATES UNITS NO. 1, 2 AND 3. END OF DOCUMENT BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM !, (One'Form per Building) A.P. Number, /� �-� Building Department No. School District rhoe,10, City n County [:;a0*"'Ju.risdiction Property Owner re 00.1 _ - CHI A f 4 / / l G -PVL' CrProject Location/Address �(`� �"�•'+� C. M"y Subdivision AIZAA11 l {- %�/�C.� Lot Number p Residential Development: a Sq. Footage {, # of Living MHI- Addition (,Group R) �. Units Commercial/Industrial: a 0 Sq. Footage_ New Addition (Including Exterior Roofed Areas) ", �r:ding Department Representative D to ' M ' (FloorPlans reviewed by School District Personnel) District Id No. (Applicant Name)/ / q�' I� (Street Address) 0 School District certi'fles t r. )' .�w (mune NUT j (City) (State) _, (Zip Code) has complied with the requirements of/Resolution No. by the payment of $ representing square feet. SCh of District Represefitative Da e PAID BY CHECK NO/. BANK NO l(� PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district 11 SCHOOL.FEEi (8/88) RESIDENTIAL PLAN CHECKING GUIDE (S.F.., DUPLEX & MISC. ONLY) OWNER GE/NERAL e Zoning requirements: (sideyards and number aluation. Plans signed by designer. ,A,rProper description of work on application. " Existing violations on property. Bldg. Permit # 07 . A. P. Plan Checker i .5 of permitted living units). 8/91 6 Items on data sheet..(W.C., fees, Health, Developer Fees, License law, etc). /7— Recorded notice of violation. PLOT PLAN rmplete parcel size and dimensions. tbacks, sideyards, easements, etc. her buildings or structures. ading, fills, drainage. ood hazard. ecial conditions on creation map, tible, and foundations). U & FAS road setback. (noise, CDF, fire sprinklers, non -comb= Building or utilities across lot lines (Record form). PT.nnR PT.GN f. Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). ylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). <>quired room sizes, ceiling heights (.Sec..1207). . �FCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). / Li.ght fixtures, switches, receptacles, and exterior receptacles for main- �nce of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical magas equipment. �"rage firewall, door size, and closer (Sec. 503(d)(3)). 3'0" exterior exit door (sec. 3304 (f). a ---Fireplace and wood stove location, alcoves, and clearance. 3�Smoke detectors (Sec. 1210). 44 -Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS tandard bracing or engineered design (Table 25V) � nusual shape, size, or split level house requiring lateral design. lerestory requiring balloon framing and/or engineering. '.Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct G8' Roof construction details complete enough to construct building. ,Rf." Fireplace construction details and talcs if necessary. after ties or bearing ridge beam. . Garage door or porch header sizes. .12-s- Stud heights. 1-3rAdobe soils - special foundation design. (,/-I'4_�)Retaining walls requiring design. Special Inspection required. building 8/91 RESIDENTIAL PLAN CHECKING.GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails .(Sec. 3306). uardrail details (Sec. 1711 & 3306(j). rick or stone veneer (Chapter 30). xterior plaster - weep screeds (Sec. 4706). roper roof pitch for roof convering (Chapter 32). oof covering type - (fire hazard). am insulation -'protection. 36" halls and stairways. iving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. o exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). . Attic access and ventilation (Sec. 3205). U erfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances - L.P.G. requirements. oise requirements on duplexes. 1 -60." -Energy design. lashing at all exterior openings. DF responsible area requirements. �P t Sequoia supply Tfus Joist Layout Datez-zv� Z (800) 676-7777 Lumber Yard f3h4 I LD I - PAI fR-O C_- Project Name Project Number_,b5P., 2,2_ - :3 General Information 15 ------------------- -------------------- The attached package is not a "shop drawing." If "shop drawings" are a requirement of this project,, then this office must be notified prior to ordering of material. Pricing will be subject to the predetermined extent of. the involvement of an engineer outside of Sequoia Supply. ..Any questions about these layouts, please address this office. For any problems, questions or difficulties that may develop in the field, contact this office immediately as any unauthorized action may have an undesired affect on the performance of the joist system. Notes: 1. Joist layout and attached calculations (if any) must be checked for accuracy and compatibility by the designer of record. Full approval, by the designer of record, is required for spanning requirements, deflection criteria and any other specifications deamed notable. 2. Layout is Sequoia Supply's interpretation of this particular system. These Plans are meant to be a suggested joist layout for the submitting lumber yard. Any references to the requirement of mid -span blocking, bearing blocking, edge blocking, . double rim joist, double joist under non-bearing partitians, cross bridging, eta is subject to the particular designer of records specifications, in which cases, layout. may then need to be hand altered to show such requirements and material lists modified to reflect the material changes. Lateral calculations may not have been addressed in these layouts. Review and adjust material list, as required. 3. Exposed joists, for ' redwood decking, etc, are by others. 4. Additional hardware may be required that does not show on these layouts. PUS Qt 5 l !—P �(o�cr . c UJB- P&/z- sP L--- c-1 A-'1- C -04'D t r ( o d AOD R" tsG- O_CtT L -s �- " 4ra k,ac-t) - e, F- .A.A .Thur 2/20/92 TJXpert Software �4 Type T1 T2 T3 T4_ T5 T6 T7 T8 T9 T10 Materials'List for File BSP0220.L05 SEQUOIA SUPPLY FAIRFIELD, CA 1 ( 800) 676 - 7777 12=02 pm Page 1 ------- .TJI Joist Materials ------- Product Quantity Length 11 7/8" TJI/2S joist .6. 40' 9. 38' 2. 32' 19. 27' 6. 13' 1. 10' 1 8' 1. 5' 6. 4' 1.- .2 ,. Accessories and Other Materials Material Quantity . 11-7/8" TJI/25 Blocking Panels 6. 14.25" pcs 11 7/8" TJI%25.Rim Joist 108. lin. ft. Floor Sheathing 52. 4'x8' shts. TJXpert Software SEQUOIA SUPPLY Thur 2/20/92 ' Ver. 4.O5 1 ( 800) 676 - 7777 1:23 pm Residential Floor Joist Filename: BSP0220.L05 JA# 1 ,Glued and Nailed Decking Deflection Criteria: L/480 live, L/240 total 1.500" max. �IStandard loads: 40 psf live,. 12 psf dead, 100% duration Non-standard Loads (Unif. & Tri. loads replace Standard Loads): Live Dead Type Begin, End Start End Start . EndDuration Unif .( psf ) 0' .00" 37' 6.7S" 40 12 100% XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX ------------------------------------------------------------ ------------------------------------------------------------ 15'9.38" 14'.00" Reactions (total): 464# 1238# 900# Reactions (plf ): Total 348 928 675 100% 273 717 542 Dead .76 212 134 Calculated Limitation Moment (Ft -lbs) 1812. 2250 Shear (lbs) 593. 183% Live load Deflection .18" L/999+ Total -load Deflection .22" L/865 r 268# 201 171 31 NOTE 4% increase in bending strength taken.for repetitive member use. 11 7/8" TJI/25 joist 16.0"' O.C. spacing Design results shown are for maximum load combinations at critical.stress. COPYRIGHT (C) Keymark Enterprises, Inc. 1988-1.991 tm TJBeam is a trademark of. TJ International, Inc., Boise, Idaho TJI-and MICRO=LAM are registered trademarks of TJ International, Inc: Trus Joist Corporation warrants that the sizing of its products by the TJBeam software will be_accomplished.in_ accordance with Trus Joist Corporation product design criteria published i'n their Dealer Products literature. Refer to those Guides for installation and application information. Trus Joist Corporation is a division of TJ International, Inc. TJXpert Software SEQUOIA SUPPLY Thur 2/20/92 Ver. 4.O5 1 ( 800) .676 -'7777 1:23 pm Residential Floor Joist Filename= BSP0220.L05 JA# 2 ,Glued and Nailed Decking Deflection Criteria: L/480 live, L/240 total 1.500" max. %Standard loads: 4;0 psf live, 12 psf dead, 10010.- duration Non-standard Loads (Unif. & Tri. loads replace Standard Loads): NOTE: 4%.increase in bending strength taken for repetitive member use. 11 7/8" TJI/25 joist 16.0" O.C. spacing Design results shown are'for maximum load-combi'nations at critical stress. COPYRIGHT (C) Keymark Enterprises, Inc. 1988-1991 tm TJBeam is a trademark, of TJ International, Inc., Boise, Idaho TJI and MICRO=LAM are registered trademar.ks.of. TJ International, Inc. Trus Joist Corporation warrants that the sizing of its products by the TJBeam software will be accomplished in accordance with Trus Joist Corporation product design criteria published in their Dealer Products literature. Refer to those Guides for installation and application information. Trus Joist Corporation is a division of TJ International, Inc. Live Dead Type Begin End Start End Start End Duration Unif .( psf ) 0' .00" 39' 6.75"- 40 12 100% xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx ------------------------------------------------------------ ------------------------------------------------------------ 17'9.38" 14'.00" 79.38" Reactions (.total).: 520# .1350# 892# 285# Reactions (plf ): Total 390 1013 669 214 100% 304 782 544 180 Dead 86 231 125 34 Calculated Limitation Moment ' (Ft -lbs ) 2186. 187% Shear (lbs) 671 . 162%' Live load Deflection .27" L/799 Total load Deflection .33" L/640 NOTE: 4%.increase in bending strength taken for repetitive member use. 11 7/8" TJI/25 joist 16.0" O.C. spacing Design results shown are'for maximum load-combi'nations at critical stress. COPYRIGHT (C) Keymark Enterprises, Inc. 1988-1991 tm TJBeam is a trademark, of TJ International, Inc., Boise, Idaho TJI and MICRO=LAM are registered trademar.ks.of. TJ International, Inc. Trus Joist Corporation warrants that the sizing of its products by the TJBeam software will be accomplished in accordance with Trus Joist Corporation product design criteria published in their Dealer Products literature. Refer to those Guides for installation and application information. Trus Joist Corporation is a division of TJ International, Inc. TJXpert Software SEQUOIA SUPPLY Thur 2/20/92 Ver. 4.05 1 (800).676 -' 7777 1:23 pm Residential Floor Joist Filename BSP022O.L05 JA# 4 -Glued and Nailed Decking Deflection Criteria: L/480 live, L/240 total 1.500" max. 'Standard loads: 4i0 psf live, 12 psf dead, 100% duration Non-standard Loads (Unif. & Tri. loads replace Standard Loads): Live Dead Type Begin End Start End Start End Duration Unif .( psf ) 0' .00" 26' 6.75" 40 12 100% XXX"<XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 12'9.38" 13'9.38" Reactions (total): 375# 1153# 405# Reactions (plf ): Total 281 865 304 100% 225 665 240 Dead 56 200 64 Calculated Limitation Moment (Ft -lbs) 1535. 266% Shear (lbs) 521. 209% Live load Deflection .11" L/999+ Total load Deflection .13 L/999+ NOTE:. 4% increase in bending strength taken for repetitive member -use. 11 7/8" TJI/25 joist 16.0" O.C. spacing Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Keymark Enterprises, Inc. 1988-1991 tm TJBeam is a trademark of TJ International, Inc., Boise, Idaho TJI and MICRO=LAM are registered trademarks of TJ International, Inc. Trus Joist Corporation warrants that the sizing of its products by the TJBeam software will be accomplished in accordance with Trus Joist Corporation product design criteria published in their Dealer Products literature. Refer to those Guides for installation and application information. Trus Joist Corporation is a division of TJ International, Inc. f TJXpert Software SEQUOIA SUPPLY ' Uer . 4.05 1 ( 800) .676 "7777 Residential Floor Joist Filename: ,Glued and Nailed Decking Deflection Criteria: L/480 live, L/240 total 'Standard loads: 40 psf live, 12 psf dead, Thur 2/20/92 1:23 pm BSP0220.L05 JA# 5 1.500" max. 100% duration Non-standard Loads (Unif. & Tri. loads replace Standard Loads): Live Dead Type Begin End Start End Start End Duration Unif .( psf ) 0' .00" 12' 8 .50" 40 12 100% XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 12'8.50" Reactions (total): 441# 441# Reactions (plf ): Total 331 331 100% 255 255 Dead 77 77 Calculated Limitation Moment (Ft -lbs) 1400 : 292% Shear (lbs) 441 . 198% Live load Deflection .12" L/999+ Total load Deflection .16" L/957 NOTE:_. 4% increase in bending strength taken for repetitive member use. 11 7/8" TJI/25 joist 16.0" O.C. spacing Design results shown are for maximum load combinations at critical stress. COPYRIGHT (C) Keymark Enterprises, Inc. 1988-1991 tm TJBeam . is a trademark of TJ International, Inc., Boise, Idaho TJI and MICRO=LAM are registered trademarks of TJ International, Inc. Trus Joist Corporation warrants that the sizing of its products by the TJBeam software will be accomplished in accordance with Trus Joist Corporation product design criteria published in their Dealer Products literature. Refer to those Guides for installation and application information. Trus Joist Corporation is a division of TJ International, Inc. 92--! t [ 16. turn :R DP AGRICULTURAL STATEMENT OF AMNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1, of the Butte County Code requires this acknowledgement be recorded _ prior to issuance of a building permit. The property described herein is adjacent 92-011126 to land or included. within an area zoned for agricultural purposes, and residents Recorded Official Records of this property may be subject to incon- veniences or discomfort arising from the County of use of agricultural chemicals, including, Butte but not limited to herbicides, pesticides, Candace J. Grubbs and fertilizers; and from the pursuit Recorder of agricultural operations including, 10:00am 16 -Mar -92 but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. tural zones which have as a priority use for productive within said zones and on adjacent property should be or discomfort from normal, necessary farm operations. I Rec Fee 8.00 Check 8.00 I PUBL XX 2 Butte County has established agricul- agricultural purposes, and residents prepared to accept such inconvenience All that .real property: situate in the County of Butte, State of California, described as follows: SEE LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF Date: PROPERTY Otiti'NERS State of Californi)t On this the 6th day of March , 19 92 before me, the ) SS. undersigned Notary Public, personally appeared County of Santa Clara Marvin P. Chirichigno and Wanda Chirichigno OFFICIAL NOTARY SEAL DARYLA DUNBAR Notary Public — California i., SANTA CLARACOC E] Personally known to me. Proved to me on the basis W Comm. Expires DEC 22,1995 of satisfactory evidence. to be the person(s) whose name(s) are subscribed to the within instrument and acknowledged that they executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. on, L%i�—O —'r L� otary Public • g2_ �: � � 2� 9�0=3Z5 ORDER NO. BU -114166-2 MB DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: LOT 118, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE" <•STATE OF CALIFORNIA,. ON OCTOBER 13, 1971, IN BOOK 38 OF MAPS-" AT PAGE(S) 64 THRU 68. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND:ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. PARCEL 11:- A NON-EXCLUSIVE EASEMENT OVER LOTS A, B, C, D, E, F AND G (THE COMMON AREAS) OF SAID PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 3, AND THE LOTS DESIGNATED FOR COMMON AND RECREATIONAL AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII, XIV, XV AND COUNTRY CLUB ESTATES UNITS NO. 1, 2 AND 3. EN® OF DOCUMENT a s I I I -- s 0, I Cu!/rte ro STRUCTURAL ' CALCULATIONS FOR . -�4��� u CMU RESIDENTIAL FOUNDATION WALL ' ' TIMBEROCK CONSTRUCTION COMPANY 148 PEARSON ROAD PARADISE, CA 95,969 CALCULATIONS'ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC ` ' . . w SIGNED DATE FRANK L. TYUKOS, RCE 32434 . F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 ' FLT ENGINEERING SUBJECT: CMU RETAINING—BEARING WALL FOUND'S 5790 CLARK ROAD PARADISE, CA BY: FLT DATE: 3/92 JOB NO.: 2026 PROJECT: TIMBEROCK CONSTRUCTION COMPANY SHEET 1 OF 4 148 PEARSON ROAD, PARADISE, CA 95969 WALL, FLOOR & ROOF ARE SUPPORTED BY RETAINING WALL 'FOUNDATIONS. CMU WALLS ARE SUPPORTED @ P BY CONCRETE S AND AT THE BOTTOM BY A CONTINUOUS FOOTING. /' \ Me SUPERIMPOSED LOADSA VQNT DL 00 YNHXLL 030 x l4 0l0 (14 3) 8 x 8 + .050 x 7 = .94 k/l LUH[D�n�—��� ABOVE I6 CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF SNOW + ADD'L ROOF DL + ADD'L HEAVY ROOF DL + FLOOR DL+LL SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3" FROM WALL — 2.0/6^2 = .056 KSF -- 1' SURCH. CALC'S PROVIDED FOR: 51-0" HIGH WALL — SHEETS 2 & 3 CONSTRUCTION DETAIL — SHEET 4 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, CMU — ULTIMATE COMPRESSIVE STRENGTH — f'm = 1500 PSI, GROUTED SOILD, NO INSPECTION REQUIRED. REINFORCING — ASTM A615, GRADE 40, WELDED WIRE MESH — ASTM A185, 6x6 — W1.4 x W1.4 (10/10), ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF PROJECT : TIMBEROCK CONS -RU' �ION JOB NO. : 2026 ` ,DATE : 3/1992 CALCIS BY : FLT SUBJECT: CMU RETAINING - BEARING WALL ____________________________ � WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. . FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): 2000# WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): ' GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): SLENDERNESS RATIO - h/t: AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF '0' SHEAR - Ho (FEET): . MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------------- 0.038 ' 5.35 #4 @ 62.4 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): DESIGN REINF. - VERTICAL: - HORIZONTAL: # EFFECTIVE RATIO OF REINF. - p: « MODULAR RATIO - n: v COEFFICIENT - k: ' ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): SHEET 27 OF .4 - LEVEL 30 1 40 2000 1500 NO 250.00 0.11 0.94 5 5.67 7.6 135 8 < 25 84 0.48 0.18 0.30 2.82 0.30 0.109 0.073 0.0016 4fw� z^��� 250.00 GwOf < 20.00 COMBINED STRESSES @ WALL: 0.40 < 1.0 cl PROJECT : TIMBEROCK CONSTRUCTION JOB NO. : 2026 DATE : 3/1992 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): 100 150 1500 200 0.35 0 1500 13.49 6.00 DESIGN FOOTING — WIDTH — DEPT (INCHES): TOTAL GRAVITY LOAD — Pv (KIP): 1.77« INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — Q (PSF): 1515 < 1500 SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FFET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 0.46 > 0.30 4 8.93 4 4 10.42 0.029 24 12.57| FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET' S OF 5f- G O'TE.�04.. SJBJECT.-.C/Rd-T�I1VIAG -- 6Y. `� -•----- SHEET NO... ---t.. OF .J -- CHKO. BY. GATE. Ase,41EFI%V(v wl 4/- /0/e JOB NO. ---.---.2026 T/MSf,f0C,C CONST. CO, /UOrc-. S'L A B CONST. " 701 OJ'= C /If U /VX4 L /S Of'T/O//-fL /f/1M14X. /lE/6'f-1T OI" /v,4L L .4S M071 ,0 /I � O AOVA/, /101 calp" 449610 - EX7-eI /O i'ERT I lNro, CaK6 � �c a w w. Pw. OR 4*¢ a 4t6o SEC i(IOTF P OR 8e`No /iERT. 4' romr. '71,4s '44 BARS INTO SLAB ¢ NS, f ti/AY G•e.4 ✓eL - / / ate• YE T, ;04 C0,517 6.e0UTED SOL /O -� COJJP�fCTEp � ,y BffG'KF/GL. ¢ e .32 o.c. 10Ois/ELS, S/ZL� h�OR/Z, TYP. SN�GG �I,fTCAl veer. RE/NF (W11el1 US,6:o) M 2 CC. F.f,2 CD�S/C..SL�f$ 110, r,8077 OF door/.vG /,�ATU.P�f L GRADE d0 � � per,• o .� �CGEAR .¢ CONT: 3 v f . CONT COW, P�ieGO,eAT�D p.�i4 .V ,=0077/VG /¢ P! 4r TO PAYKIChlr /// 2 c . AT of Rocs Powe 4v. FTS OP r/OMAZ- Qf ESS, h���0 Q�� L• TyG� �2� CP No. 43 . m T. S, j'wOY/De` Shloe/.A/G OF TNe W,4eZ 6W 9/FOFi A COMO, OP THE 9'6,46 !S CUREIO, CAL �- yZ IF LSU IEMUMEEMUM 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 S T R U i_ T U R A L ' C A L i_ U L A T I.' 0 N S F O R _r CMU RESIDENTIAL FOUNDATION WALL. T I MBEROi= K CONSTRUCTION COMPANY 148 PEARSON ROAD PARADISE, CA 95969 CALCULATIONS ARE IN COMPLIANCE WITH THE 1' 88 EDITION OF -THE .UBS= SIGNEDDATE "``� �• ------------------ ---------:I-- / FRANK L. TYUKOS, RCE .32434 F L T ENG N PARA 'lam -`)254F FLT ENGINEERING SUBJECT s CMU RETAINING—BEARING WALL. FOUND " S 5790CLARK ROAD PARADISE, CA BY: FLT DATE: /92 JOB N0.: 2026, PROJECT: TIMBEROCk:: CONSTRUCTION COMPANY SHEET 1 OF 4 .148 PEARSON ROAD, PARADISE, CA 9596? DESIGN C1=: I TEF: I A e .STUD WALL, FLOOR & ROOF ARE SUPPORTED BY CMU BETAINIIVIG—BEARING WALL FOUNDATIONS, CMU WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND AT .THE BOTTOM BY A CONTINUOUS FOOTING. CODE 1988 UBC SUPERIMPOSED LOADS: MIN. DL = .010A (3+8) = .11 k:/l MAX. LL = .030 % 14 + .010.x (14-3) + .608'x.8 + .050 y x.7 = .94 k: / 1 LOADING PER ABOVE IS Com:ITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE. (MIN. DL ONLY), MAX. LL — ROOF SNOW + ADD°L ROOF DL + ADD4L HEAVY ROOF -DL + FLOOR DL+LL = SURCHARGE OF 'moobi �# WHEEL LOAD @ APPROX . 3! FROM WALL — 2.0/6.:..2 ='.056 KSF -- 1' SURCH. CALCIS PROVIDED FOR. 51 —o" HIGH WALL SHEETS 2 & S CONSTRUCTION DETAIL — SHEET 4 MATERIALS: CONCRETE. — ULTIMATE COMPRESS. STRENGTH — .f tc - _ 2000 PSI @ 28 DAYS,. CMU — ULTIMATE COMPRESSIVE STRENGTH — f'm = 1500 PSI, GROUTED WILD, NO INSPECTION REQUIRED. REINFORCING — ASTM AS 15, GRADE 40, WELDED WIRE MESH — ASTM A185, US — W1.4 x W1.4 (10/10'), ALLOWABLE SOIL_ BEAT: I NG . PRESSURE — 1500 PSF, ALLOWABLE LATERAL. BRG. PRESSURE.—.200 PSF . Span {tA� PROJECT JOS NO. DATE a T I MBEROC K CONSTRUCTION 06 a 3/1992 CALCIS BY o FLT SUBJECT: CMU RETAINING — BEARING -WALL ---------------------------- WALL DESIGN ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO a SOIL ECUIVALENT FLUID PRESSURE (PSF) SURCHARGE (FEET): 2i 00# WHEEL LOAD YIELD STRENGTH REINF. CKSI)o ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI) SPECIAL INSPECTION REQUIRED ALLOW. i=OMPRESSIVE STRESS OF i_MU — Fm (PSI) GRAVITY LOAD — DEAD LOAD (KIP) — LIVE LOAD (KIN OVERALL HEIGHT OF THE WALL — Hw(FEET) OVERALL HEIGHT OF THE SOIL. — Hr (FEET): THICKNESS OF WALL — T (INCHES): GROUTED SOLID — WEIGHT OF GROUT (PCF) SLENDERNESS RATIO — hit: AVERAGE WEIGHT OF WALL (PSF ) TOTAL EARTH PRESSURE — Fhr (KIP)- REACTION KIP)REAi=TION @ TOP OF WALL.- Rt (KIP). REACTION @ BOTTOM OF !.TALL — Rb (KIP): HEIGHT OF 101 SHEAR Ho C FEETA MOMENT — Mw (FT—KIP); AREA REINF. (IN"') s d9 (IN) SIZE & SPA (IN) ------------------------------------------------ 0.038 5.35 #4 @ 62.4 MIN. VERTICAL REINF. — .1' % (IN`•"2)a MIN. HORIZONTAL REINF. — .08 % (IN"202 DESIGN REINF. — VERTICAL: ##4 @ 16 — HORIZONTAL: #4 @ 3' EFFECTIVE RATIO OF REINF. — p_ MODULAR RATIO — n: �� , 0 ¢/ COEFFICIENT — ke Ai= TUAL .RAT I 0 OF DISTANCE COEFFICIENT — /k:.je ACTUAL COMPRESSIVE STRESS OF CMU — fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. — f s (k::S I ) FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 16) 872-0254 SHEET 2 OF 4 - LEVEL LEVEL 0 1 40 2000 1500 NO.. QO. 00 0.11 0.94 J 5.67 C.6.7 7.6 135 8 < 25 84 0.48 0.18 0.30 . e2 0.30 0. 1019 0.07 0.0016 9/7 1111Y VV,Gq < 250.00 COMBINED STRESSES @ MALLS 0.40 < 1.0 ^PROJECT n T I MBEROCK CONSTRUCTION JOB NO. d 2026 DATE c 3/1992 CALCIS BY.: FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE CPCFT: 150 ALLOW. SOIL BEARING PRESSURE (PSF) a f 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: 0.35 . BEARINim PRESSURE REDUCTION (PSF)o � NET e ALLOW. BEARING PRESSURE (PSF) e 1500 PRELIM; FOOTING — WIDTH (INCHES). 13a49 — DEPTH (INCHES): 6e0o DESIGN FOOTING — WIDTH (INCHES): 14.00 — DEPTH (INCHES): 10.00 TOTAL GRAVITY LOAD — Pv (KIP): 1.77 INCREASE OF ALLOW. SOIL PRESSURE (%): O , c i ACTUAL_ SOIL PRESSURE — 0 (PSF) 2 1515 < 1500 SLIDING RESISTANCE — Fr (KIP): SLAY REINFORCEMENT: ------------------- REINF G TOP OF WALL (BAR #) MAX. HORIZONTAL SPAN OF WALL_ -(FEET) DESIGN HORIZONTAL SPAN (FEET) SLAB THICKNESS !INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB RE I NF v C I N-2/LF ) ALLOW. TENSILE STRESS OF. REINFo CKSI) LENGTH OF DOWELS (INCHES): 0. 46 > 0. Sig 4 e.93 4 4. 10.42 0.029 24 1.57 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET. 3 OF I DATE_`[_- SUEUECT---C� !� - _ SHEET NO.----�-• OF---�--:. p .... ------------------ - BY GATE.--- BE/4/t ING `f/�GG _0 JOB No.-----•- 2026 - __ _____________________________________________________ CONST. CO, , C,4, l/OTE , SLAB COAST. oN TOS OP' C ,,Y !/ AIX44 /S OPT1o1vA1- if/�f•J•4.r. f'�i SHAT / f/E/6f�T O/� /ti�L L X45 �t/OT�O. - EXT�iVlo ,eEi�vF I 2An 6x6 - w/PX /N1 -O CliR6 _ I #�f X W W, W, F, OR¢v' 4430 SEE NO TF lT— OARS ///TO SLAB i5W'A ✓eL • CONT, r ^ (911 17 D SOG /D -COIy�i9GTEO B�FC',CF/GL ¢ G' 32 o.c. �O`YEGS, S/ZE g�SP.4, HOR/z, TYP. MALL )eF//S/,= (WIlel/ USED P `CIL F.fle CoWe. ZZA--3BOTT. 0' oorl,4/6 o- �¢ CONT 9 vH CONT Q211C. �¢ r FodT/mls 'CG&f1R ¢ u 0 Ae P��e/cO,P.4TFD 4/.V P/d= - To 0014 yuCHT /N 2 :CcL:r-T�oc,r P Lac OPT/ON�4L. FESS 110TE .• / ,eOY/,OC- Shlo e//vG O/' 7W6= X1,4e,1 UN. 7H� COMC, 0/-- Tfso� 9G.XZ AT CC/i2El;F, 3�6�9z 5790 'CLARK RD., PARADISE, CA. 95969 (916) 872-0254 STRUCTURAL CALCULATIONS FOR CMU CANTILEVER RETAINING WALLS TIMBEROCK CONSTRUCTION COMPANY 148 PEARSON ROAD PARADISE, CA 95969 CALCULATIONS ARE IN COMPLIANCE WITHTHE 1988 EDITION OF THE UBC ' ~^� �� � _v � SIGNED �_��____.~_^`_ DATE - �- ` FRANK L. TYUKOS, RCE32434 -^~~oLwTy L T ENGINEERING COBUILDING ~� '�5790 CLARK ROAD o»/�»�o�T"= '`~����� ��ARADISE, CA 95969 ���M�� ���� -- (916) 872-0254 ��"»�w � v�w� APPROVE w����/���° � -� ��__- ~ ' ` ^ SUBJECT: CMU CANTILEVER RETAINING WALLS BY: FLT DATE: 5/92 JOB NO.: 2084 PROJECT: TIMBEROCK CONSTRUCTION COMPANY 148 PEARSON ROAD, PARADISE, CA 95969 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 8 CONCRETE MASONRY CANTILEVER RETAINING WALLS SUPPORTING RESIDENTIAL ROOF, WALL AND FLOOR. CODE 1988 UBC- SUPERIMPOSED BC SUPERIMPOSED LOADS: MIN. DL. = NONE %/// MAX. LL. = .040 x 14 + .018 x 8 + .050 x 7 = 1.05 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF DL+LL + WALL DL + FLOOR DL+LL CALC'S PROVIDED FOR: A. 21-8" HIGH WALL — SHEETS 2 & 3 B. 41-0" HIGH WALL..— SHEETS 4 & 5 C. 5'-4" HIGH WALL _ SHEETS 6 & 7 ' CONSTRUCTION DETAIL — SHEET 8 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, CMU — ULTIMATE COMPRESSIVE STRENGTH — f'm = 1500 PSI, GROUTED SOLID, NO INSPECTION RERQUIRED, REINFORCING — ASTM 4615, GRADE 40, ALLOWABLE SOIL BEARING.PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF, ' PROJECT : TIMBEROCK CONST. JOB NO. : 2084 DATE : 5/1992 CALC'S BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: . SOIL EQUIVALENT FLUID PRESSURE (PSN - SURCHARGE (PSF): YIELD STRENGTH OF REINF. — Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI)r SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU — Fm (PSI): GRAVITY LOAD — DEAD LOAD (KIP): — LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL — H (FEET): OVERALL HEIGHT OF THE SOIL _ Hr (FEET): THICKNESS OF WALL — TOP (INCHES): — BOTTOM (INCHES): GROUTED SOLID — WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE — Fw (KIP): MOMENT — Mw (FT—KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ________________________________________________ 0'007 5.35 #4 @ 368.2 MIN. VERTICAL REINF. — .12 % (IN^2): MIN. HORIZONTAL REINF. — .08 % (IN^2): ' `ES�8 ORIZONTAL: #4 @ EFFECTIVE RATIO OF REINF. — p: o MODULAR RATIO — n: COEFFICIENT — k: ACTUAL RATIO OF DISTANCE COEFFICIENT — 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU — fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. — fs (KSI): COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 2 OF "n LEVEL 30 0 40 2000 1500 NO 250.00 0 1.05 2.67 2.17 7.6 7.6 135 84 0.07 0.05 0.109 0.073 0.0023 25.8 0.292 0.903 7.587 13.54 < 250.00 0.85 < 20.00 0.28 131 ^ PROJECT : TIMBEROCK CONST. JOB NO. : 2084 DATE : 5/1992 CALCIS BY : FLT FOOTING DESIGN: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (946) 872-0254 SHEET 3 OF q IF DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 4 - TOE (INCHES): 6 FOOTING KEY- WIDTH (INCHES):. 0 FOOTING KEY - DEPTH (INCHES): 0 BACK TO BACK OF FOOTING (INCHES): 0 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): 0.15 0.16 0.59 0.52 3.29 0.37 0.13 0.08 1.50 0.38 595.32 < 1500 189.38 > 0 0.31 > 0.15 X 1.5 = 0.23 0.73 0.17 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ________________________________________________ 0.013 8.75 #4 @ 181.8 �~ -- �, [-DESIGN TOEREI . NF ' PROJECT : TIMBEROCK CONST. JOB NO. : 2084 DATE : 5/1992 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STREN6TH.OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) -------------------------------------------------- 0.027 5.35 #4 @ 87.7 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): LEVEL 30 0 40 2000 1500 N8 250.00 0 1.05 4 3.5 7.6 7.6 135 84 0.18 0.21 0.109 0.073 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 DESIGN REINF. ---------�— | --- EFFECTIVE RATIO OF REINF. - p: 0.0023 MODULAR RATIO - n:' 25.8 COEFFICIENT -` k: 0.292 ACTUAL RATIO OF DISTANCE - j: 0.903 COEFFICIENT - 2/kj: 7.587 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 56.83 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 3.55 < 20.00 COMBINED STRESSES @ WALL: 0.46 ' PROJECT : TIMBEROCK CONST. JOB NO. : 2084 DATE : 5/1992 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FOOTING DEPTH (INCHES): FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - WIDTH (INCHES): FOOTING KEY - DEPTH (INCHES): --BACK-TO-BACK OF -FOOTING (INCHES}: TOTAL-- WIDTH OF -FOOTING (INCHES): - ---_ OVERTURNING FORCE - Fo (KIP)-.. OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------- 0.043 8.75 #4 @ 56.3 r_DESIGNTOE'REIN 7#4- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 100 150 1.5 2.5 1500 200 0.35 12 4 12 4 4 4 24 0.30 0.46 0.89 1.17 2.57 0.72 0.19 0.17 2.00 0.67 698.78 < 1500 188.47 > 0 0.49 > 0.30 1.01 0.55 X 1.5 = 0.46 ^ PROJECT : TIMBEROCK CONST. JOB NO. : 2084 DATE : 5/1992 CALCIS BY : FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 6 OF 'e SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'c|'(IN) SIZE & SPA (IN) ' ________________________________________________ 0.072 5.35 4*4 @ 33..4' MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): .��'VERTICAL: #4 EFFECTIVE RATIO OF REINF. - p: : MODULAR RATIO - n: COEFFICIENT - k: ' ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES @ WALL: LEVEL 30 0 40 2000 1500 NO 250.00 0 1.05 5.33 4.83 7.6 7.6 135 84 0.35 0.56 0.0023 25.8 0.292 0.903 7.587 149.34 < 250.00 9.33 < 20.00 0.83 r r f-'"L_T ENGINEER I Nim PF:OJEC T T I I`iBE ROC. F;:C'. 0 N S T t- i 9i) C,:LAFT::. ROAD JOB NO. . 2C)84- ^ PARAD ISE, . CA' DATE . 16) EJB''—�i'�:4. ';•.: i_ AU=' Y S BY . 'FLT '♦ SHEE-I" 7 OF- FOOT F_FOOT I Nim DES I i3 -N: - '• f ---------------- DENSITY OF- SOIL_ c: PCF) r DENSITY OF C:ONi ERIE (FC:F) : OVERTURNING FIATIO — MIN: r 1.5 MAX: 2.'5 ALLOW. SOIL BEARING F 'F:ESSURE is PSF) : 15C) 0 r ALLOW. LATERAL BEAT: T NimPRESSURE (PSF) 0 FRICTION- C=OEFFIC' IENT —'F,:: iie 35 FOOTING DEPTH INi=HES) e - -12 '. FOOTING WIDTH — I IEEL (INCHES'): 4 — TOE .( INC:HES) : 18 FOOTING 1 -:..EY — W I DTH ' (I Ni= HES) : 1 c:) FOOTING i`EY — DEPTH (°I Ni= HES) : F 10 0 _ BAC= K . TO BAi- F.:: • OF ''FOOT I NG ( I Ni= HES ),e 4 NOTAL'�WIDTH�.OF-lFOOTINi�c:-hh1�=:HES:�::T'--=" S0--- OVERTURNING' resOVERTURNINGS FOR E — Fcj c::::I F') : o.5 I -OVERTURNING MOMENT Mo (FT—KIP), 0. . 99 TOTAL RESISTING WE I f__iHT W (KIP) - 1 . 227 RES I ST T NGj MOMENT — Mr (FT—V.` I F') : 2.24 ' OVERTURNING RATIO — SF: - . 226 NET MOMENT — Ivin (FT , k:: I P:) : 1.24, f . ECCENTRICITY — c (FEET).- � o.27 ECCENTRIC MOMENT —{ Me (FT—k:: � 0.35' FOOTING AREA — A f (.F♦T-•'- ') : 50 ' SECTION MODULUS - S' (FT'`3) :' 1.,04 - SOIL PRESSURES — DL ONLY SPt (PSF) 844.18 , ::- 15� �Cr ti — .SPh (F'SF )!: 175.41 :' i r SLIDIN13 RESISTING FORCE — F,"r (k::I•F') : o.78 ;: ire 51:. X 1. 5 = 0. 76 FOOTINi3 — TOE: #, EARTH PRESSURE @ TOE Fv . (k::I F') : - 1.04 MAX. MOMENT ' C TOE — Mt (FT 1-::* IF') : 0,97 97 AREA REINF. (IN' ­,2) d" ( ]:N) .SIZE °<- SPA CI 1\0 ----------------------------------------------------- 0.075 8. 7_5 ##4 C 31 . 8 �.,;;- .. _ -� =�._�. --,•rte.. � ::.-rs�_ • I)E-S�l-t�N 'lOE-TF:E:[NF.:e .�.......�,.���_I�k �•-..��(c���.i�_ . BY __...G..T ......GATE _..�.SUB ,�1..../_2. __v1 .,.MU_•- _7 4= SHEET NO. _... ....Of ._........ CHKD. BY _._.__.__...._. DATE _..---•-•--- ,JS�i4LL JOB NO..--._ 2084 _...--- T/MB E,eOC.e CONST, CO. , P�(.P<i D/SE, C.4, `N Q�pF ESS/n �N rm ti No. 4 ^n a W141-4 Ole fGOOR I lglF CiCAI����Z2�92 CONS T, "4 /3 OIiF � �OF wt/E,ee Occ v es)Wii✓1S11 . G,e tDE I �4 c- YEL Wi¢4L B: 14/.444 C. COW COMC. frC /O ;e /O ` cowr. ¢ x 1,/ ,CEY cm 's. NO XFY e_ wALL "4 7A -I"11,19 1"11ALLS Sf/EEJ' 2.°.fGL C�GLS S.y,4LL B� GROVTEO .SC.�/O, Aje, 4/// 7-0 -gD�4 Y[-/Gf/T /N COUNTY ¢ ca ,=,r ax-- D 4cx1,v .POC& z -,,v PT, Q DEPARTMENT F LT C Gv]OMECENDM . 'ROVED 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 Certificate of Compliance: Residential Climate Zone 11 Project Tide BUILDING DATA Conditioned Fl r Area�� Number of Stories Sla sed Floor Number of Units [ Sin a afnily Detached ( [ ] Addition Alone [ ] Single Family Attached (SFA) [ ] Existing Building [ ] Multi -Family (MF) [ ] Existing -Plus -Addition BUH,DING SHELL INSULATION. Component Insulation LocationlComments Tvbe R -Value (attsc..to garage.__ scar. Wall .............. Wall .............. Roof............. Roof ............. Floor ............. Floor ............. Slab Edge..... GLAZING Glaring • .5x3-9 Building Permit # Checked By / Date Enforcement Agency Use only Glass Area % Glass North East -09 ..r. South .sem West i 25_ O Skylight -0 Total 30 Shading Devices Area Glass Type Interior Exterior Overhang Framing Type North ( )ZY0 • �tt�r0 r7r ter North ( ) East ( ) '' East ( ) South •° r Sou th ( ) West (.) 100 '' West ( ) Skylight....... 010 THERMAL MASS Type/Covering Area Thickness (slab/exposed tile. etc.) (S0 (inches) Loeation/DCScription (kitchen, bath. etc.) HVAC SYSTEMS Minimum Type (furnace. air Efficiency conditioner. heat outno) (SE. SEER•HSPF) Maximum Fumace Heating Output: HOT WATER SYSTEMS Duct Location Duct (attic. etc.) R -Value S• - �sr � �• e s o Tank Btuh Manufacturer/Model # Manufacturer / Model # Cyd S � r SPECIAL FEATURES/REMARK (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless Oft eanpliance 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 featureti 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. DESCR1PIlON I DESIGNER I ENFORCEMENT 1 Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufactures s labeled R -Value. • §2.5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2.5352(k): Slab edge insulation - water absorption rate no greater than 0.3`b. water vapor transmission rate no greater than 2.0 perm/inch. - - §2.5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and fort. §2-5352(1): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped: all joints and penetrations caulked and sealed §2.5352(e): Special infdtration barrier installed to comply with 12-5351 mecta CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built Rreplaces have: a Tight fitting- 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. HVAC and Plumbing System Measures 62-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems- • §2-5316(a): Ducts constructed. installed and insulated per Chapter 10. 1976 UMC. 12-5316(b): Exhaust systems have damper controls - §2 -5314(c): Gas -fuel space heating equipment has intermittent ignition devices. 62-5314: HVAC equipment, water neaten. showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R-12 or greater) orcombined interiOf/4xterior insulation (R-16 or greater); fins 5 feet of pipes closest to tank insulated (R-3 or greater). §2-5312(Exception p: Pipe insulation on steam and steam condensate return dt recirculating piping. §2-5318(d): Swimming Pool Heating I. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater: . c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time cluck. 5. Directional water inlet. Lighting and Appliance pleasures §2-5352(1): Lighting - 25 lumens watt or greater for general lighting in kitchens and bathrooms. 62.5314(c): Gas fired appliances equipped with intermittent ignition devices. 12.5314(a): Refrigerators, refrigerator -freezers• freezers and fluorescent lamp ballasts certified by the CFC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists err. building features grid performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Clm*jr 2. Subchapter 4. Article 1 of the California Administrative code. This certificate has been signed by the individual sirup overall design responsibility and the building owner. who shall retain a copy of it and trwismit the certificate to any subsequent pard aser of the building. Designer Building Owner Name: Name: Titleirum:13 PTo v n t�A�j` Titic/Frm: Address: 4 6 �P�i<"Sam7 rn 1� ! Address: Telephone Lic. (signaturcj (date) Documentation Author Name: iitkJFttm ' Address: Enforcement Agency Name: Agency: Tekou me: 1. Ceiling Insulation 2. Wall Insulation Single- Number of stories -46 R -value One Two Three 11-0 -103 •49 32 R-19 -8 -4 .2 R-30 -2 -1 -1 R-38 0 0 0 U -value 8 6 4 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 3. Raised Floor Insulation Single- Single - -46 Number of stories Family Family Multi - R -value Detached Attached Family R-0 -68 -51 34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -6 -3 -2 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation 0.60 Insulation in Floor -70 -46 Number of stories -120 R -value One Two Three R-0 -17 -8 -5 R-11 -2 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value -8 -5 0.60 -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 -34 -22 0.20 43 -21 14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 ' 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace 4. Slab Edge Insulation Number of Stories R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 Number of stories 0.80 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 .2 R-19 -1 -2 -2 4. Slab Edge Insulation Number of Stories R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 -3 .1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) Specification Points Standard.. 0 6. Glass Heat Loss Total Effective Percent Class Slab Floor Raised Floor (percent Slaw x SC) U -value Eact Percent .West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 139 -15 -8 -1 7 14 25 -46 -14' -7 0 7 14 24 -43 -12 -5 1 8 14 23 40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 3 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) Effective Percent Glass (percent Stas x SC) affective Effective Percent Class Slab Floor Raised Floor (percent Slaw x SC) if, Glass North Eact South .West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 . na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 -56 2 -4 -14 -19 3 0 -47 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 1a = not allowed 0 -4 -5 -4 & Shading (Shade Closed) 9. Interior Thermal Mass Interior Effective Percent Class Slab Floor Raised Floor (percent Slaw x SC) Family Effective Multi Mass Stories Attached )CFA %Glass North East South West Skyfpht 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21.. -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 1 -2 -1 -9 1 1 1 1 1- -4 0 2 3 4 3 0; 9. Interior Thermal Mass Interior Single- Slab Floor Raised Floor Mass Family Stories Multi Mass Stories Attached )CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 .1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 ti 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 • 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - Sum of 1.6 Wall Family Family Multi Mass Detedled Attached Family 0.00 0 0 0 0.20 0.40 3 5 2 4 1 3 0.60 0.80 8 10* 6 8 4 5 1.00 13 10 7 1.20 13 12 8 1.40 1.60 12 10 13 13 9 11 1.80 10 12 12 2.00 10 11 13 11. Heating System SE or KSPF (assumes ducts In attle) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling i Syst km -4 Sum of 1.6 -3 -2 -2 i 6EER 25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 7 6 5 Effective SE or HSPF 11.0 10 (SE or HSPF x duct efficiency) Effective -25 or -24 to -1410 .4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19- 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling i Syst km -4 -4 -3 -2 -2 i 6EER 3. 3 .; 2 2 (assume] duets In atUe) Single -Family ; tached and Attached Stl of 7-10 Unit Size (sQ -25 or -24 to ' 1410 -410 +6 to 16 or SEER less -15 j .6 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 , 8.5 -9 -7 -6 .5 -4 -3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 .2 -1 9.5 0 0 0 0 0 0' 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 =- 120 15 13 11 9 7 5 , 13.0 20 17 14 12 9 6 i HWR EReeive SEER -12 -9 -7 (SEER xduct efficiency) JOY. WSB -25 Sun of 7-10 -12 -10 Effective -25 or -24 to -1410 4b +6 b 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 .21 -17 43 -9 6.0 -12 -11. -9 -7 -6 -4 6.6 -5 -4 .4 3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8 .6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Coolin; System Installed Stories One -5 -4 -4 -3 -2 -2 Two + 3. 3 .; 2 2 2 1 Single -Family ; tached and Attached Unit Size (sQ Water ;199 12U^ 1700 2200 2700 Heater Credit or 10 to to • or Type Type less 1699 2199 2699 more SG None 0 0 0. 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 WSB 5 3 3 2 2 POU 8 1616 5_ 4 3 3 SE None. -37 -24 -18 -15 -12 Solar -1 -1 .1 0 0 HWR -18 -12 -9 -7 -6 JOY. WSB -25 -16 -12 -10 -8 45% POU -18 _-12 -9 -7 -6 IG None .5 -3 -2 .2 -2 0.2 Solar 7 5 4 3 2 1.7 POU 3- _2 1 1 1 IE None -28. -19 -14 -11 -9 4.6 Solar 8 5 4 3 , 3 0.6 POU -10 -6 -5 -4 -3 21 Multi -Family (Individual units) 2.5 2.7 2.9 11 + Unit Size (s 3.5 3.7 Water 4.2 699 700 1200 1700 2200 ` Heater Credit or to to to a,. Type -TYPO less 1199 1699 21go more ,. SG None 0 0 0 0 0' or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 1.8 WSB 9 4 3 2 2 3.2 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 0.7 Solar 2 1 1 0 0 2.2 HWR -23 -12 -8 -6 -5 3.6 WSB -25 -13 -8 .3 -5 5.1 _EQU _23.12___8 5.7 5.9 -6 -5 IG None -8 -4 .3 -2 ; .2 25 Solar 6 3 2 1 1 4 POU 1�_0 4.6 • 0 0 0 IE None 30 -15 -10 -8 -6 1.4 Solar 18 9 6 4 4 28 OU -8 . -4 -3 -2 -2 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South y, d. West .» e. Skylight ` 9. Interior Thermal Mass 10. Exterior Wall Mass .i 11. Heating System Zonal Control? (YIN) 12. Cooling System Zonal Control? ( Y I N ) 13. Water Heating Measures or R -value [381 U -value [0.030] RIt I or RR -value l]�I l] U -value 10.098] .R � or R -value [191 U -value [0.037] or R -value [0] F2 factor [0.771 Type [double) U -value [0.65] 1& Total Glass [ 161 % GlassSC Eff. % Glass X 3 N X = X v X = o Point Scores -a 0 Sum 1.6 % Glass SC Eff. % Glass • X = �_ X- _�ca X� _ TYPE 1 MASS AREA 8 .� InteriorNnss/CFA COND. FLOOR AREA TYPE 2 MASS AREA ND. FLOOR AREA $ Exterior Wall Mass Sum 77-10 . !A X . _-97 L SE or HSPF Duct Efficiency [0.78) Effective SE or [0.7216.61 ` HSPF 10.5615. 15) C . f X _ ?. 01 C, -r �- SEER [9.5] Duct Efficiency [0.74) Effective SEER [7.03] S� m Type ISG) Credit [none] O Pnlnt TnLtL• Interior Mass/CFA I TYPE Z MSS t t.74UI11Ca16.2) 1 TYPE 1 MASS (UIMC a 4.2, exposed Blab) (catvet.d Slab) ..Le: --�- 0% S% JOY. 15% 20% 25% 30% 36% 40% 45% 50% 56% 60% 65`16 70% 7S% ti0% '85Y. 90% 95% 100% 105% 110% 115% 120'/.125- OY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2.5 2.7 2111 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 Me 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 2.3 2.5 2.7 2.9 11 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.8 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 15 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 26 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 12 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 64 709'. 1.2 1.4 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 25 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.S 5.1 5.9 6.1 6.3 6.5 BOY. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.1 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.0 4 4.2 4.4 4.6 4.8 5 5.2 54 5.6 5.9 6.1 6.3 65 67 90%" 1.5 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 S3 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 25 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 SS 5.7 5.9 6.1 6.3 6.5 6.1 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 2.1 2.3 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 6.9 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.0 5.1 5.3 S.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 S 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 2.3 2.5 2.8 3 3.2 3A 3.6 3.8 4 4.2 4.4 4.6 _4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 74 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South y, d. West .» e. Skylight ` 9. Interior Thermal Mass 10. Exterior Wall Mass .i 11. Heating System Zonal Control? (YIN) 12. Cooling System Zonal Control? ( Y I N ) 13. Water Heating Measures or R -value [381 U -value [0.030] RIt I or RR -value l]�I l] U -value 10.098] .R � or R -value [191 U -value [0.037] or R -value [0] F2 factor [0.771 Type [double) U -value [0.65] 1& Total Glass [ 161 % GlassSC Eff. % Glass X 3 N X = X v X = o Point Scores -a 0 Sum 1.6 % Glass SC Eff. % Glass • X = �_ X- _�ca X� _ TYPE 1 MASS AREA 8 .� InteriorNnss/CFA COND. FLOOR AREA TYPE 2 MASS AREA ND. FLOOR AREA $ Exterior Wall Mass Sum 77-10 . !A X . _-97 L SE or HSPF Duct Efficiency [0.78) Effective SE or [0.7216.61 ` HSPF 10.5615. 15) C . f X _ ?. 01 C, -r �- SEER [9.5] Duct Efficiency [0.74) Effective SEER [7.03] S� m Type ISG) Credit [none] O Pnlnt TnLtL• G I i tu I_ N I Y. QZ o f I � � b AY I •� { i rr k 1 i f a I 1� { 1 i e f f I e' { , i " r'• c-' {