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068-150-109
068-150-109 PERMiz DASILVA, Bradley J5 Valaye Ct., Orovi�� Cont; Johnn Smith Cons New Single Family 068-150-109 PERMIT#96-2155 DeSILVA, Bradley 23 Valade Ct., Oroville Add Open Deck/SF � Yylq'I `ti:Y7,p ,3tCYf4' 5 ... RESIDENTIAL _ 068-150-109 PERMIT#96-2155 j DeSILVA, Bradley 23 Valade Ct.'b ,Oroville Add Open Deck/�F JOB FINALED (Date) _ Signature V=OK O = Not OK ' NottRepady 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/"oncrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location-TestANrap; / PUL MISCELLANEOUS Date / /Nat. or/ tt'ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance pei5ecks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 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 DemandValve-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Date - 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI Date Card B-1 Date Card B-1 Date Card B-1 7 Date Card B-1 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater MISCELLANEOUS Date D_WKS, COVERS, CARPORTS, GARAGES(Plans) OK except #'s 1. ;ppKg Requirements -Setbacks -Easements Foo 'ngs; Soils-Size-DepthSpacing-Connectors-Steel pei5ecks; Girders 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-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. R f; Shthg-Roofing . 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, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool LBhtg. 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 ✓ O = Not No OK RESIDENTIAL (Single & Duplex) - = Not Applicahl. Not Ready Date UNDERFLOOR (Plans) OK except #'s Date 1. Zoning-Setbacks-Easments-Flood-Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ P Ftg. Depth 47. 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ P Ftg. Depth' -- 48. 4. Ftg. Porches & Decks; Soils -Steel-/ /" Fig. Depth 49. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 50. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 51. 6a. Hold Downs and Special Anchors 52. 7. Slab, Steel -Wrapped 53. 8. Piers -Fireplace Ftg.-Steel 54. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 55. 10. UP Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 56. 11. Water Pipe; Test -Anchors -Regulator -Service Test 57. 12. Electric Underground 58. 13. Pienums & Ducts; Clearance-Mater:al-Support-Ins. 59. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 60. 15. Access & Ventilation 61. 16. Insulation 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card E-1 Date Card B-1 Date Card B-1 PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 63. 18. Water Pipe; Test & Anchor -Nail Protection 64. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 65. 20. Shower Pan; Test, First Floor -Tub Access 66. 21. Test Tub & Shower, Second Floor -Tub Access 67. 22. Gas Pipe; Sixe & Anchors 68. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Stairs & Rails Card B-1 Date Card B-1 Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. ELECTRICAL (Permit) OK except #'s 72. 23. Fixture & Transformer Clearance -Ins. Protection 73. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 74. 25. Size Boxes & No. of Conductors Stapled 75. 26. Romex Installed Close to Edge of Studs & C.J. 76. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 77. 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 78. 29. Subfeed Wire Size / /ga. Cu or AI-A.C. Wire Size / /ga Cu or Al 79. 30. Ran -le Circ. / / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 80. 31. Service -Riser Conductors & Ground -Main Disconect 81. 32. Equip. Clearances Panels-Motors-Mech. Epuip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 83. 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground MECHANICAL (Permit) OK except #'s 88. 35. A.C. Ducts Insulation & Support 89. 36. Vent Fan, Exhaust above insulation 90. 37. Condensate Drain & Overflow, Size & Grade 91. 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 92. 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive 0 Yes 0 No/Walks Q Yes 0 No/Planters 0 Yes Q No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION V •'' 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-754196 PERMIT .NO• APPLICATION AND PERMIT �� ASSESSOR PARCEL NUMBER 68-15-109 AR ZONING BUILDING PERMIT OWNER BRADLEY DE SILVA 399-1645 SO. FT. OCC. BUILDING VA.LUA`1706N 96R OPEN 1,876-00 OWNERS MAILING ADDRESS 23 VALADE CT OROVILLE CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 43 00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 27 95 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 23 VALADE CT PERMITFEE $ 90.95 PLUMBING PERMIT Filing Fee 20.00 OROVILLE Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF )i Duplex ❑ Mobilehome kother OPEN DECK SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New IT Addition � Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Mobile Home I S I GI W 1 @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service a OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No.Ex. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law f the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADONs. ( a ACC. BLDS. ) SO. 3.5¢ FT. NEW CONST, MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ( 8 SINGLE OUTLEr CIR. ) Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL 0 .50 Occup. (OUTLETS (RESID.OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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 Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number e above sections need not be completed if the permit is for work of a valuation f one hundred dollars ($100) or less.) /6,certify that in the performance of the work for which this permit is issued, I shallTOTAL not employ any person in any manner so as to become subject to workers' compensation laws of California, and agre t if I should become subject to the workers' compensation 13 Lrgyf ions ection 3700 of the Labor Code, I shall forthwith comply with th ro ons. X Date �<e'✓ Sig ure of pp Owne ❑ Contractor ❑ Agent An OSHA p rmit is required or excavations over 5'0" deep and demolition or construction oI structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is Occ CONST. TYPE FEE $ 90.95 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD SU PI This permit is hereby issued under the applicable provisions of th utte County Code and/or Resolutions to do work indi at a e for hih fees have been paid. BY to PERMITEXPIRESON (Date) "�t�YYyy Receipt No. 20633 �,UD 6 i �'� �� f WHITE-D.D.S.-B.D. CANARY- SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 10 w.it`�.x'�-r..i�%°��;5'�_:.-`.::l�Ir�+"t��*�iA'r�$'�.$.��'�rw•'r�:r`•`.J.1�5��="r:'��?+'s.�.}.��vi�et'�.i17'{tvdr''�y'rrr. �,.. w:.lp•r!i„+r-;:+-c. ._:r .Tm. ..�it"y.,,�. Y .. 1 ` tCOUNTY ( F BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION O 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 ' PERMIT APPLICATION DATA SHEET OWNER /cJrA o%q A4- 5% / lJai- Proposed Building Use v bP-eiv d'c�` Building Inspector /. No. 4 9 15 /b 9 Date 7-19- 96 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted? ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated, and A/C Buildings . ....................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . Mobilehome datand manufacturer's installation instructions, 2 sets: ........... Fees of $ ' 11. Impact fees as shown on attached schedule . ............................. . 12. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flooe try J�plifornia Engineer. . . 4 Sanitation and plot plan approval Health Department . ............� City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. - .. .. . 20. Pre -inspection for Freanspection reque t p required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ ' 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . .......................................... 28. Mobilehome utility clearance . .......................V ................... 29. Documentation of legal access . .................... `.................. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning -area and frontage requirements. ....... I........ 31. Existing violations/expired permits . ...................................... 32. Plan check list . .................................................... . 33. 34. When you issue the��PP rm't, p.rAcess as follows: Mail o owne .� Mail to contractor. Telephone�ZS 710 Y-5 and hold for pickup at f D `� r ' office. 'Deliver with inspector. Other Parcel Creationj��/`�Jr� Acreage Applicant Dated " / Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: (Circ new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Plans checked by Date Plans approved by (s t 4 t3a,, s Date 7 9(0 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. -1. I personally plan to provide the major lab wand materials for construction of the - proposed property improvement: NO[` ]. 2. I HAVE[ ] HAVE NOT[ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: �i l,✓ W _e(el ���� ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY:.. PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE: -S:� / NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Si &rel Michail C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER i f,u r t-0, ♦) L,1 ✓ ---, AL1 STRUCTURES AND EQUIPMENT IN( OVERHANeS SHALL BE CLEAT? OF ALL EASE A SET BACK OF S . FT. FROM THE FT. FROM Ti,�- REAR pRor-E Lil _50 FI'. FROM THE 1-40AD CENTERLINE S CLEAR OF STRUCTURES AND EQUIPMENT FOR A 2 FT,krAVE OVERHANG. I D7CyrB: All Materials & Workrnans G A.CcordanCe with Recognized Csood . tic 5 ' C of e: Qaai.ity prescribed for the Spec'fie u� J i6 g iftirin Building, 'Plumb &8G i ff (' Co&aEj ar,,d the National Electrical ode This set of plans and spot catio S` kept on the job at all tiros . and it is make any changes or alti, rations on saxee written permi scion. fvo=rt tht Dep e t c Works, Comity of But Pkoptvl,j L.; v\*,es Be In 3 and anica.} .lo�.uQ be 1 to ithout Public 76 - ?- (55 -Y O�LC AUTT OUN'INrt,111�1aJ4 A � a t -t v -C N � _ — N X� Is s h N a — N X� Is s Ilp ,e_ P 6� 0 —7V SE i. 7i -41 — 1 Ai • lob qz XZ J�N ..., s t t � O N 4 -�► Y� , z�,.. lye.• SE i. 7i -41 — 1 Ai • lob qz XZ J�N ..., s 0 9 1 b • Plot PI= AftcLad x Plow PLn AU=W ~ Seat to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ) el Uc-,. Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public x Private Well Clearance for oom mo o . Other 1o1d' f K— 102 ' X f Lf Hold final for: Final clearance O.K. for: Environmental Health Date �n 4► a ButteCoint Environmenta H s RESIDENTIAL 068-150-109 PERMIT#95-2336 DASILVA, Bradley Valade Ct., Oroville Cont; Johnny Smith Const. New Single Family nt } 1 OFFICE COPY Address Cn¢ � . (Meter By Date ELECTRI Meter B D r JOB FINALED Signature / �— J=OK O=Not OK Not Applicable =ddy .. Not ReMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Falt-C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap:: P 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. 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 B-1 Date Card B-1 Date Card B-1 Date Card B-1 i 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'8-1 J=OK O = Not OK - = Not Applicable = Not Ready #'s RESIDENTIAL (ShYgle & Duplex) 4. Fig., Porches & Decks; Soils -Steel-/ /Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel -Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Pi4rs-Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test • 1 ��=ter-, ,(/ 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test Water Pipe; Test -Anchor -Regulator -Service Test / 12. Electric; Underground il. Pienums & Ducts; Clearance -Material -Support -Ins. _ 15. Access & Ventilation 16. Insulation Date /l,�l/> > Card B-1 j, P' Date Card B-1 Date / r Card B-1 Date Card B-1 Date PLUM G (Permit).OK except #'s ' � �Wa-ter Htr.: Vent -Access -Combustion Air -Baffle _ - p.7�Water Pipe: Test & Anchor -Nail Protection D W V.: Test -Fittings & Ancho 1 ail Proter�cti �% ----- # —�_—-- Shower Pan: Test. First Floor -Tub Access 20. Tpst Tub & Shower. Second Floor -Tub Access ------ ----------------- ------------------- -------------a4-"Gas - -Gas Pipe: Size & Anchors ------------------------ - — ---------- — ---— ----------------- --- ------- - - - - Date '� Card B-1 Date Card B-1 ---------- -- �- ��---- --- ----------------------------------------- Date Card B-1 Date Card B-1 Date ELE T91CAL (Permit) OK except k's F' re & Transformer Clearance -Ins. Protection ------------ :_ ---- - — - — - - - -- -- - - ---- — — /EIQc. Receptacles Spacing -Lights &_Switches at D__o_ors 2� S' Boxes & No. of Conductors -Stapled -- --------- ----------------------- - -------- Romex Installed Close to Edge of Studs & C.J. �26} Equrq Ground made up w'Mech. Fastners-Bond Gas & Water -- - - - -- --- �cJ- --- - - -- - - -- ---------- -- - - j? Appliance Circuits n Kitchen & Conductor Size,GFI ------------. _ . - - -- --------------------------------------------------- 28 Subfeed Wire Size r I ga. Cu or AI-A.C. Wire Size ga. Cu or Al 29. Range Circ. r , ga. Cu or AI -Oven Circ. / I ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No Service -Riser Conductors & Ground -Main Disconnect - - - .-------------- ------------------------------------------- ------------------ -- 31.quip Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light ------- -- -- --- - Smoxe Detector Date Card B -t Date Card DatB-1 - S� - - - -------------- ----- ---------------- Date Card B-1 Date Card B-1 Date ME HANICAL (Permit) OK except a's 4. A.0 Ducts Insulation & Support - ----------------------------------------------- )(-a5 V t Fan: Exhaust above insulation - - - _ Contlen-ate Dram & Overflow: Sze & Grade � Furnance_ Vent: Access -Comb. Air -Return. Ar Vent- t 15 outlet 36—AHie-A,cctss & Platform it Furnance in Attic - Date, /1 Card_6_1� Date Card -6- 1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except rr's La<`S,it. Proper Material & Anchors /�Gar��s Stluds.-Naihng. Spacing .& Bracing -Plates -Sound %.1 B7 eating Walls over Guders & Floor Nathny Draft Stop in Walls pal proof) - - 4'� re Stops Furred Ceilings -Stairs -Chases -Tub 4 Heeaders & Beam -Sire: & Beaannq . Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 0611CIng. Joist-Rftr. ties- Purlin—roof Brac-Truss-Shthng.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions -- — - ZO:Garage Fire Protection Framing 54.-2cnpeuy-Line Firewall & Openings Doors -One 3' -Check Garage -3rd Story, 2 Exits _ _ Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 1.5 plywood on R of Overhang -Attic Vents -Rafter Outriggers --- -- 5 _ —ng -Nailing Veneer .�6-�Stu co Mesh -Drip Screed -Fd. Vents-Underflr. Access - -- _------tCrT. Glazing Area -Glass Protection -Skylights -Plastic uet,hear Walls: Nailing -Bolts ---------------- 5 sulation-Walls-Ceiling 47� • t — 60. Infiltration -Walls -Windows DatesCard B -t _� Date Card B-1 Date Card B-1 v Date Card B-1 Date FINAL (Plans) OK except #'s xt. _ s -Door & Sidelight Protection -Landings moke Detector urnace: Vents -Clearance -Comb. Air-Connector- I�n arage; Above Floor-Ducts-Mech. Protection -- - - -�64� B om Exiting - -- --- ------------------ G. &Bath Fixtures &Tub Access -Spa ---------------- --- -- ------- _ _ Ele m & Subpanel: Breaker Sizes & Labels -- ----------- ----------------- us & Rails F___re ace or Stove:_Clearanc_e_s-Hearth ee. tlets at Wood Panel Int. & Ext. 7 it.F1 . & Appliance; Grnd.-Air G_a_p-Cooking Clearance 71 Iutlets & Receptacles at Kit Counter -- - -- - 7 ara Fire Door Swing -Landing -Closer 73 C. D ct in Garage -Damper _ 7 tr. Htr Vents -Clearance -Comb Air-Connector-P.R.V. In I G_r Above Floor-Mech. Protection ------------ 75. IAF b.. Mech Equip. Listed for Location 76 �ec. ceptacles in Garage: (G.F.I.)-Romex Protection 7.. nT su n -Foam -Looked in Altic ❑ Yes ------------- 7 ua ails &Deck Construction -Post Caps 7 dn. Vents & Crawl Hole Door -Drainage & Wood -Earth CI nee Looked under Floor ❑ Yes Following instld. Drive ❑ Yes 0' No: Walks ❑ Yes es❑ No; Planters ❑ Yes ❑ No ... .... ...... -- eco---rown-Finish-------------- _ _ -- - - -- - 8 A.C.._Unit------------------------------ D Disconnect. Electrical Plumbing _--- 8 _- ents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Ope gs 84 ager Well: Disconnect. Electrical, Plumbing -. ----- -------------------------- . - - -- 9 - — ---------------------- - — — --- 85 ter Elec. Tnm: G.F.I. Receptacle_Under round -------- ----------- 86 enulation Throughout House .. ... ...... ... --tio ---------------------------- .1 ----------------- ---------------------- 87 �lass Protection --------------------------- 88/Corr tions from Previous Inspections - ------------------ 89, - -- - - - --- 89. as T st-Meters Tagged: Gas -Electric er & Sewer Connected -C O to Grade -HD Approval ----- ---- Energy Compliance Certificate -Other Certificates — ----- Date Card B _ Date _ _ Card B-1 _--_ Date Card B- Date Card B-1 ------------ ------ ---- Date Card B-1 Date Card B-1 Comments at Final COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT g�����% ASSES RPARCEL NUMBER ��8-15-0-109 zomm AR BUILDING PERMIT OWN3RADLEY DASILVA TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S "UNG ADDRESS 103 NELSON AVE.' OROVILLE CA 95965 96,822 971.5 M 17,487 CONTRACTOR'S NAME JOHNNY SMITH CONST. TELEPHONE 30 C J l 390 7 CONTRACTORS MAILING ADDRESS Fireplace "All 1,500 CONSTRUCTION LENDER NONE UNKNOWN Total Valuation $ 116,199 LENDER'S MAIUNG ADDRESS Filing Fee $ 20.00 Permit Fee $ 699.00 ARCHITECT OR ENGINEER NOME LICENSE NO. Plan Checking Fee $ 454.35 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 23 VALADF C1. DROVILTE PERMITFEE $ 1196.35 , PLUMBINGPERMIT Filing Fee 20.00 Each Trap 11 7,00 77.00 LAT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 USEOFSTRUCTURE SFU Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15-00 15 , QQ Each gas water heater or vent 15.00 1 5.00 Gas piping system 1 - 5 outlets 15.00 115.00 Building sewer 15.00 11 5 -no TYPE OF WORK Newer Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3,BR Mobile Home S G W @20.00 PERMITFEE $ 157.00 Contractor ELECTRICAL PERMIT Filinq Fee 20:00 Main Service ( aoov o 200A OR LESS R LEN 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License CIBSS LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, /mill do the work, and the structure is not intended or offered for sale. lb 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reasonWORKERS' NEW CONST. DWELLING OCCURSG. OR ADDNS. ( 8 ACC. BLDS. )`) 5 3.Sd Fr. 96.75 NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( a POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES ) 20 Q 1.00 BAL SO Ex. Occup. OUTLE'DTS PR SE ID.)EA. ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 139]75 Contractor COMPENSATION DECLARATION 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 ECHANICALPERMIT Filing Fee 20.1 HeatingSPLIT 15 Cooling 2-kT 15.00 Hood 6.50 6.50 Ventilation 4.50 PERMITFEE $ 61.00 Contractor 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.) VIcertify 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 s ction 3700 of the Labor Code, I shall forthwith comply ith thos�rovisi C0 - X C� Date Z �-5 - Signat of Appli an - wner ❑ Contractor ❑ Agenu IF An OSHA permit is required for excavations over 60" deep and demoligff�or conction of structures over 3 stories in height. 7llj�J O Mobile Home Installation Fee $ Energy Inspection Fee Is 46.00 occ R3 CONST. TY PEE VN TOTAL FEE $ 1600.10 HA2. _ I D. F IMP F OD j� CD PAR UE This permit is hereby issued under the of the Butte County Code and/or Indic d above f r which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. /0 Cf� Date! fie) Receipt No. 185563-557.35//185947-1042.75 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR 6tGOLDENROD-A PLICANT E.H. USE ONLY Piot Plan Attached Floor Plan Attached t , Seat to B.D. TO! Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location' Plan Approved for: Sewage Disposal Clearance for 17 bedroom ome. ther Water Supply: Public V Private Well Hold final for: Final clearance O.K. for: NOTE: Ecl 3 he A\-" t no Environmental Health Specialist Date Qio1) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT AP LICATION DATA SHEET ( OWNER Arojhl-v qo. ( '�•S^D ^ �� Proposed Building Use Building Inspector _emDate At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items hq'j been submitted . ........................................ k. 2. Plot plan se ,signed by preparer of plans . .......................... 3.. Complete plans sets, signed by pre arer of la - 4. Engineered plans and calcs, se s, with wet signature on plans . ............. 5: Hazardous Material Form................... . ....................... . M 6. Energy Design Compliance and supporting documentation . .................. S 7. Statement of Intent for Non -Heated and A/C Buildings. . 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and,manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ /��fc� %.� ...................`........................ "t5. 11. Impact fees as shown on attached schedule. ...... 12. California Department of Forestry plan approval/fees.N- 1. ..... . 1 Flood elevation letter (100 year flonoo by Ca jornia Engineer . ............... . Sanitation and plot plan approvalv, �I I -Health Department. ........... /� 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 8. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). . . Fre-Inspection request 20. Pre -inspection for d required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner )............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ...................................°'...... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . .....................:.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plater , chec fist . ...... .... ..... ... .. _ . . 33. / V'�L�iC� �/ ll'�O/� ... %� „mit- IQ12-2 / 34. / Whep you issue the permit, process as follows: Mai o owner. Mail to contractor. Telephone and hold for pickup at ✓ ` office. Deliver with inspector. Other 333- 2 Parcel Creation�, 2/ �S Acreage Applicant 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 The following data must be submitted prior to permit issuance: (Circle n Ww ,enot 1. Index permit for above items No. oofj 2. Additional items required: Contractor, designer, owner, was advised of above required diWby _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above re fired data by _ phone _ mail -CoVer by _ Date Plans checked by 2�S Date � Plans approved by Date Sets of plans on hold in File cabinet AP folder _ Copy - Department of Public Works ����i COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7�5y41 OWNER V A.P. # PROPOSED BUILDING USE �/r `J �� DATE % REC.- DATE REC �1 1. SCHOOL DISTRICT FEES T aid at District Office) 0 /'? 2. SHERIFF FEES (paid at Building Division) Residential....... _x 3 �;`) = $.,11,' unit amt. Commercial (sq.ft.). x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq.ft.). . x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES 00.00 (paid at Building Division) INSPECTION AND PLAN CHECK rATOER- id at Building Division) 7.ENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) OTHER — A; +0 u nn i h At time of permit application, I was advised the above fees are required to � paid prior to issuance of the permit. APPLICANT DATE J Recording Requested By;. 95-0335471 Rec Fee 9.00 BRAD AND ASHLEY DASILUA I COP 1.50 Recorded I Check 10.50 Official Records I County of ► And when recorded mail to. Butte i -Building Division Candace J. Grubbs I #7 County Center Drive _ Recorder ► Oroville;Ca.95965 11:52am 2 -Oct -95 I PUBL XX 2 - AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise; and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED SCHEDULE "C" for'_legal description COUNTY OF 19UTTE BUILDING DFPT OCT 0 9 1995 Date: 9/_29/95 PROPER O _ 19AELYZ d.. DASILUA ASHLEY ILVA State of California County of Butte On 9/29/95 before me, Janie Clark personally appeared Bradley J. DaSilva and Ashley DaSilva------------- P Y PP --- --- personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures) on the instrument, the person(s).:or...the.enfity.,upon behalf of which the person(s) acted, executed the instrument. _ WrMSS my hand and official seal. ,; : ' 97Z527 JAMIE CLARK A Q NOTARY PUBLIC - CALIFORNIA c i 17 My CommissioCOUNTY OF BUTTE W Si afore Seal9 n Expires Sept. 17, 1998 r • illpltUU1l1N11UtI11111p1UN111WfUi1NINWlIIgIIFUfNUI11118i1u11� SCIiEDULE C The land referred to herein is described as, follows: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL A: Parcel 2 as shown on that certain Parcel Map being a portion of the Northeast quarter of the Northwest quarter of Section 14, Township 19 North, Range 4 East, M. D. M., Unincorporated area of Butte County, California, filed in the office of the Recorder, County of Butte, State of California, on August 18, 1994, in Book 134 of Maps, at pages 73 and 74. AP No. 068-150-109 PARCEL B: A 60.00 foot wide easement and 50 foot radius cul-de-sac for ingress and egress over and across Parcel 1 as said easement is shown on that certain Parcel Map being a portion of the Northeast quarter of the Northwest quarter of Section 14, Township 19 North, Range 4 East, M. D. M., Unincorporated area of Butte County, California, filed in the office of the Recorder, County of Butte, State of California, on August 18, 1994, in Book 134 of Maps, at pages 73 and 74. PARCEL C: A non-exclusive easement for right of way purposes over a strip of land 30 feet in width lying Northerly of and contiguous to the Northerly line of the following described property: A part of the Northeast quarter of the Northwest quarter of Section 14., Township 19 North, Range 4 East, M.D.B. & M., being more particularly described as follows: COMMENCING at the Northwest corner of the Northeast quarter of the Northwest quarter of Section 14, Township 19 North, Range 4 East, M.D.B. & M.; thence South 00° 12' East along the legal subdivision line 530 feet to a point which is the true point of beginning for this description; thence continuing South 000 12' East, a distance of 795.58 feet to the center of the Northwest quarter of the above mentioned Section 14; thence North 890 03' East along the legal subdivision line a distance of 535.00 feet to the centerline of ravine; thence up the centerline of said ravine on the following courses and distances; North 190 38' East a distance of 325.59 feet; thence North 86° 31" East, a distance of 37.10 feet; North 390 16' East, a distance of 72.00 feet; North 230 33' East a distance of 72.60 feet to the most Westerly point of that certain tract of land heretofore conveyed by Edwin H. Newbold, et ux, to the Oroville-Wyandotte Irrigation District by Deed dated June 12, 1929 and recorded in Book 22 of Official Records, at page 213, records of Butte County, California; thence along the Northerly line of said tract so conveyed by Newbold to 'the Oroville-Wyandotte Irrigation District on the following courses and distances: North 32° 53' East a distance of 113.55 feet; North 64' 52' East, a distance of 75.95 feet to the centerline of Ward Boulevard; thence along the centerline of said Boulevard on the following courses and distances: North 9" 00' West a distance of 175.75 feet; North 13" 32' West a distance of 48.30 feet to a point; thence South 890 42' West, 814 feet to the point of beginning of this description. LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. qS- OWNERS NUMBER: NAME: e --'i vot . �Erad kek4 PRINT LAST NAME FIRST COUNTY ZONING FLOOD MAP: DESIGNATION: �2 FLOOD ZONtE:/ X RESOLVE PROBLEMS PRIOR TO APPROVAL: APPROVED: CONDITIONALLY APPROVED: V PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: 2 /34- /1-1 73/2 4- DATE OF RECORDING ✓s�" ZO �14 LOT BOOK 5 / , 4—L - Z 4 -?a- -C COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES 1- NO . IF YES, MARK APPROPRIATE ITEMS) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. -Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Maintain a 100 ft. leachfield setback from all existing wells. / 4. Maintain a /60 ft. leachfield setback from 4 afi f� D�✓t/J pia t/P14-j(.'L . 2g- 9C&' _ 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. �4 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 7. Connect to a public water supply. 8. Connect to a public sewer system. _ 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. vr� 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ %SO as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Plfwnig Dh sBon. 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16'. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. X 20. 50 ,/va l2eveLo-/3A-6/c �=2 Ti�t� �L�✓TL�n-��.vl✓ Or` 77� tyu/10 �172ff. 21 22. 23 24 25. AI 3we j0 � LNNfl000 sm & Z d3S a3AI343a LD 9/95 - CAWP51WORMS. K\BLDGPERM.CLR .�• �.1�'. �.�.. �✓�1'�ti'p%P�.'�'i^�H^^+f1�'�♦*r�rl'^rY�.Fi..,.�v♦���'�..Iy�',7711 �;.�y�♦'�`fv +r �r✓2''V(`F-. � ♦ � � 'Y. 1 .♦ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) i /40 School District Or Pleniat A.P. Number 066 - JSn — /t)CyJuriscJjction: ( Property Owner Property Location/Address Subdivison Residential Development No. of Living Units Building Department No. Commercial/Industrial Now AHrlition (Floor Plans reviewed by School District Personnel) (Group Sq. Footage (Including -Exterior Roofed Areas) Date District Identification No. OX-WIZ� &.zU0a 1,School District certifies that �!G V ( plicant) (Street Add (City) (Phone Number) (Zip has complied with the requirements of Resolution No. by payment of $ representing / ?93 square feet. School District Rep Paid by Check # � Remarks: Bank Number / _ .7- Paid by Cash AB 2926 $ FULL MITIGATION $ Date Z22ZO-�— 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 .w._ 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) feeformmkl (11/94)dmm COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE j� NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please cgntact this office immediately. Date / Inspector REV 10/ 2 COUNTY 6* -.Z �E BUILDING DIVISION DEPARTMENT OF DEVELOPMENT, VICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE ER NO. A routine ins ection indicates that the following violations of Butte County Ordinances exist at the above dress and should be corrected. Please notify this office when correction of work is comple d. If you have any questions pertaining to this matter, or need additional explanation, please ntact this office immellia Ite y. /C ��.,li ..A^L� t r /r> 1, 4 L L _r' Date11.2-hInspector REV 1a COUNTY OF,BUTTE BUILDING DIVISION DEPARTMENT OF�iDEVELOPMENT SERVICES 1469 Humboldt'Road', Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 s CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please ontact tl�s office immediately. Date AInspector REV 1 92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE Dot 6 -2- 33� VER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. S'P�v i cr Date Inspector ' REV 10/9 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE - X33 PERMIT NO.%' A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact thhiis office immediately. /t�1 //J ��(,/./y\\� y O\, / A r v - v Date / 9 J Inspector REV 10/92 Owner: Pe unit No. ENERGY CERT -IF I.CAT ION 23 VALADE CT. OROVILLE LOCATION A.Y. No. ROOF Material Thickness(inches) DESCRIPTION OF INSULATION Brand Name Thermal Resistance (R Value) EXTERIOR WALL Material FIBERGLASS BATTS Brand Namesm'ff T FR TNT Thickness(inches)64'' Thermal Resistance(R Value)2-19 CEILING Batt or Blanket Type FIBERGLASS BATTS Thickness(inches) 10" Loose Fill Type FIBERGLASS Minimum YThicknn(Inches)i i - Area covered(ft. )1400 FLOOR, ELEVATED Material FIBERGLASS BATTS Thickness(inches) 6� FIOOR, SLAB Material Thickness(inches) Width(inches) Brand Name crmn TER INT Thermal Resistance(R Value) R -3C Brand Name SCMTI T FR TNT_ Number of Bags_ Wt. per bag 27 lb. Thermal Resistance(R Value)R-30 Brand Name SCHULLER INT. Thermal Resistance(R Value) R-19 Brand Name Thermal Resistance(R Value) FOUNDATION WALL Material Brand Name Thickness(inches) _ Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with.the State of California Energy�Re-d' emenCs.", , Loerke Insulation Co., Inc. 499150 FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. �6- ae . 4-1-19-96 6 SIGNATURE OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department 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 specifically approved by the State of California. FIRM NAME/OVTNER (Please print) STATE CONTRACTOR'S LICENSE N0. SIGNY'URE OF tIERAL.CONIRACTOP OWNIER 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 ..... ..,": � :.:. 1.-... -...� } ....:......::....r :........ r ..of rr. r..+. • �:::::: •: n•}:?•>}}:•}}r:•:?•:: r ....:•}. r:.. r.{.. rr... r....:.. r.. r•. Ji.?{.}::: {?.}.?{:: }}:' c}x•}: f »• r::.::r r: :rX r, r •: •: y,;;,c::: • �..:+•>' f � . � • : •} ••r:+r+•ri::•i:•: .{n v:l.•::: rv:r: rf.•Y.,i.r •:��.{?\ w.2{•: ::.{.: ,;?:?: •: ....<J:.; ... r: .:?t;.}S$J. h:; •.;nj.} Y .,•p'/.:.}:1..... ri.}:y?f,.rn;$' � .�vr:'$vr/�.y {?i'i' ,yy r4$.•v. ,.. C::::rit: :: ..: /,..�..r x.r .•• r. ;. S.: vv: `:•:n•:n:. h:. ??.:: :•:::i::i'riri}..: :. v}:•:. I.... n� ry JA. r''ir{W Ori:?•ri:. y�,�........ i < ,ffi"' r.%<: �/ % ro�••:n.;,:•. �; ?{.:.2+.r'�J. o:rr:..r. :)�'i�:}:4}':ii'r %{Jf.:.,..�}{i, •. .4 .� ':L,., y, h. v::/: •y?r :r.. ,y rirf'"I.FJri%��'4ffX `:i�S? � vrn of .r ..{. { r�� :• : •y. r. �. ::. � v :. @'.•: ?+]:`?! �'v: rr' •:}f' l f!. � •... L., . � .; ...?. f {%+• /�{.::. .,�''''•:.'�"v::•>z::.... /:fr..�:•r: ..� .... •.,. ... r ..mss yy��f .>, r••x k r: f,• : �:. •n.�T.,.. rr: ..G� loris}{::•:.: r. r::: :..� .r ll {;++ rrti{ :Ii:•n�"'� f 9 r,7�'f r, .y;;y �' .,f�i}.�� .?.;7 fr '•}f.`a:�T:• "%'•' :���:... � .' . {f .{,. .,{ rr n�' .. .•���•+..�r�r s: r •}}]C{•:.Wf.•}4irr:.�r'frfr%! �:'�/:�. ::}:4: /:rh...:q� .: r?.•,{,•},•ni.{.}:qt. �.vJ.v::<..:/f.•:.:v:f�{^.L�i:Jrr�%.6{W,�rn,i�J.},ri,•�.:7 .r. l i)f•:5. .f%':ii .............. .. /. f.:.� .......:::.J ..?C::1 /.......'v: fr.....:01 h ... ./+�... .�tf. ..`�f...... ��.11.....I All construction shall be done in accordance with plans as approved by this ofizce. If structural o other significant code related changes'to the;plans and the construction. are proposed, the followin procedure must be followed prior to allowing the change: If the plans are prepared by a, registered- engineer or architect, the plan change must be resubmitted for approval with the consent of the engineer or architect. ' `kSa 2. If the plans. are'prepared by other; than an engineer or architect, the plan change must be resubmitted for approvalr> F W .. 3. If the change is simple enough to not require resubmission of the plans, the changes may be. made verbally through ourplan checkers. 4. ` Energy revision will require.resubmission of energy design compliance and documentation. NOTES In., all, cases,, both ,the. job,set:of plans -and, our file set of plans must ;show the approved #+e '' changes even if drily accomplislied by a written and initialed note, on the plans: , 4 0 ' ' s, charge for one-hour�$4b.00 j .. o Occasivzza'uy there will , be major changes,that will, require more th an one Iour cliaige,; those. be charged accordingly by .the plaw',checker. `However, ,,collect .the minimum $46.00 before accepting "the plans for revision: Also _ there; will be, -times, when 'a, verv, minor, change is requested: This,.:may involve one ' beam change or, maybe a door. or window change •or+ one, or two trusses,,, This type. of minor - .. change may be�charged at 1/2, hour. (or -$23.00) only,, if revised -plan is clear of exact, change to be made, without client having to explain the change to you. -0 : There are very few changes .that. can be done -in..1/2 hour because of your time at. the. counter, our time pulling A.P. files, pulling original plan, comparing new with old, checking proposed change, ' - re -filling A.P. jacket and plans, making deposit, etc; Therefore, collect enough money to cover, the time involved! OWNERS NAME: 64� DATE: 12 Permit Number: A.P.#: �` l�. ` 1 �i` C( TIlgE: []Residential [ ]Non -Residential Received by: 6V3 Receipt [ ]From Data [ ]Requested by Plan Checker[ ]Engineering[ ]Other: I(]Requested by correction notice: Location in building where change o When approved, process as follows: [ ]Mail to owner: Item: curs• �1 � �,tf7a `. �n 11 � �'>" f.r S.S i.l a f�' E .1� LC tl-)l .1 � i Ll v1 IP 1 n) " tit - D) F� [ ]Mail to contractor: all: and hold for pickup at (� i(,, c ; office. elive�wit4i next inspection. May 1995 3.13 LONGFELLow LUMBER CO. INC. 4 ■Quality Truss Design. ■ Roof & Floor System's 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 FAX (916) 893-0140 Customer: �loa�r�E ���� �- MA c!L(/A -TId Job No: Address: AP#: Alpine Engineered Products, Inc. Christian Chappel 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 zl10 Q 5 Y� A -, _ D _ Job: 10A' / F-1 200674- I -LH TOP CHORD 4x2 FL 01 BOT CHORD 4x2 FL #1 WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. PROVIDE HANGER AT RIGHT HEEL FOR 755.12# REACTION. s 2X6 #3 H.F. OR BETTER CONTINUOUS STROKGBACK. ATTACH TO EACH TRUSS W/3 -10d NALtS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. R-7540 W-1"12 1315 1.11119. t'MPA1,111:11 I -HUM GUMPUTkN l]WUI (1.11AUS 6 0(MEN520N5J SUM111EU BY TH1.155 MFF n REFER TO DRAWING A1SO FOR TYPICAL PLATE LOCATIONS. a c TRUSSES TO BE SPACED AT 16.00' O.C. MAXIMUM.w a THIS DESIGN IS NOT TO BE USED WHERE ALL SIDES OF A BUILDING a HAVE PARAPET WALLS, OR CONDITIONS THAT ACCUMULATE SNOW BY R1 DRIFTING OR SLIDE OFF FROM ADJACENT HIGHER ROOFS OR RESTRICT FREE RUNOFF OF WATER. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED w UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. a In En 0 w a tO ' 6"----�•- .... - —2.5X4 �.. . 20.6"14 OVER 2 SUPPORTS 8'11" 7`" 3X8' R=7550 W=2' BUM COONTY BUILDING DEPARTMENT �/F P RAe7 - I'ti: F 65 0 o TED 0 0 0 ATRUSS **IMPORTANT*.xMPTIE E113[NCERED PPw=r, vc- SW LL MY BE PESPaI39BLE FOR MY OPUTIOUMA THIS DISH DR #IES SPECTF[GAT C14 OR AIIY FA[NFF TO auiw TRE Tvans IN t10A-0nlwc[ 1[TA BSTTIB BY 1P1. LLPRB W4ECFMS AOI PACE Rr 200A GAL'/. STEEL aEET3H0 ASIA rAa OF TOM A110 LME%O1HER1E5[ LOGITFOON iW7 OE516RAP0lIT[Cq WARNING1R033E3 AEGu19E E7(11EFE GRE m PAIO:tiA1. EPEC1103 /lID SmIm. Siff N[691 RY IPE. EFF THIS OFSIG9 FOR Aconu11K OPjCEL -Ep WIT D141:01O A. ODUREP2AT1. WILtss al"MISE 11 UMMIES. tN H-01 Vs-OPEP l�1T/OF RlT101M 6fEATIBE LAIERALLf RI[I�Fi.O1t0•Iml C AI �p4ESSI0 �Q � y � � oC V No.C43S45 TC LL 40.0 PSF TC DL 10 .0 PSF SC DL 55/ .0 PSF B{.' LL 0.0 PSF REF 11427--91244 DATE 11/22 95 ORW CAUSR427 326503 CA -ENG MD ' G Em O [=F CON ECTS" PER OWIMS 330. 153 C 1EOA--F. RESICB STAMACOS TI/ANUIZO LE I'M113101" OF IIDS 4 TPI All 00311EER'S SEAL CN TUS DRAWING APPLIES TO TGE COIPME41' CEPECIEO HERE CLW. Aho 3WLL TOY OE RELIOO IPON ll[ AET OI/CR WAY. 11.01 PR[PEPLT ATTACHER PIS toCMojQ —SEETOT. ALPIIp IEMIC/t IPOATE l//[/011 FCA mama OM-ItLL APPLICATim rmusA A COPY O] THISOUR.IN OESI6H 10 tiff TPM EAECTIUN C-NTPICION. IT r {yl ,. ��� $ 55 LD. CG•Q PSFCONFCM 1 .00 IDUSS RAIL MIMIC IW • 1321 /IAT10:16L MMIGY 3RECIPECAT103 FOR RFIOD 00113TP.1MON SPACING 16.0 11 941TO / F-2 160404' FLR TOP CHORD 4x2 FL #i BOT CHORD 4x2 FL #1 WEBS 4x2 PL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. + 2X6 #3 H.F. OR BETTER CCNTINUOUS STRONGBACK. ATTACH TO EACH TRUSS 14/3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. THIS M. PREPARED FRM CAWUTER LNYUT LLOADS 6 DIMENSIONS) SIRM[I111CD OT IMUS) SErn, n REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. a _ c (TRUSSES TO BE SPACED AT 16.00' O.C. MAXIMUM. �► a THIS DESIGN IS NOT TO BE USED WHERE ALL SIDES OF A BUILDING HAVE PARAPET WALLS, OR CONDITIONS THAT ACCUMULATE SNOW BY fu DRIFTING OR SLIDE OFF FROM ADJACENT HIGHER ROOFS OR RESTRICT FREE RUNOFF OF WATER. In NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. fu m y 0 F -'2— IL__)_ 4 81 1-11"12 ej1 o 514'8 1.5X4 (R) 1.5X' v R=5590 W=1"12 R-5670 W-3'8 DING DEp fp-Agr3h 14% )LT TYP.- ALPINE N CRT TPI CA O o 0 o c3 0 *xIMPOflTANT*xAtDIHEENGIIEERED P";Jcrs, Am WARNIN(�iRusstswElu[IpE<Ira1/ECARt R1,pfESSI L A F styli eat BE FFsoDIGtEAt rep wv `7H NAHOL11% EREL�Tm um ql o c C O DEVIATION EACH TATS DESI6H CR THESE 6PECIFHCATIC4NS. OR A1rF ORAC111B. SEE HIB -Ht BY IPI. SEE IRIS DESXI? y �, TC OL It F O O O O rAUIM TO BUILD THE TRJSS [H C0IFYW/EAIAF YItH ost6D BY TPi. ranADDITIwIAL 6PECTAL PESAAID1t ARACTI6 Al h y 0 I= E= o ALPINE C0412CIORS ARE WOE OF ZOGA OALV. $TELL HEEMID ASTM OUIJIEHEIHs. IAAESS OTHERYISE IWICIOEIL SOP � e" BC DL 5.0 PSF O O O p 4446 OR D (xCEPT AS HOTEO. AIRY CON.ECIM TD EACH FACE CF CIP M SPALL BE IAICAALLI BWaEO AIN PROVED. W r r A ALP INE O MISS uD OaE% OINEWSE LOCATED 01f THIS DESI04 POSiT101 LV ATTACHED PL"MD SHEATH111G 6011011 MAD � v N0. C43945 C LL 0.0 PSF C O rvaurcQ3 PEP OOAEtwA t3o. 130 6 towil. DESIGN SIATD400S ■INN PPOcEfLY A11AC1EO RISIP CEILIID — SE[ 1i9, 6 91 TOT . Lo . 55.0 PSF Cal"' M/APPLWASLE PP301610M CP INS L 141. III 0101HEEW5 ALPINE TECIDIICAL UPRATE W IMI FOR FACKP /� TRUSS C= C SEAL CH INNS 0"12116 AWMES TO TIE CGHFUIEUT CETICtED NEFL 6RMLL APPLICATIOU FVcni$H A CDPY OF WIS Ci ��� OUR. FAC. 1.00 O C7 O O IN DFL„ AIQ SHALL Poll BEpO `PEIIED 1H11 4111CA WH1rAY. tESTS11 TO TIL Miss ETECTI01 call] PICICA. I= d •nae a..e . Cm..r.ni —icu m eTFIreTTem iron Porta cw%unClion ISPActNg 16. 0" SGALt - U.t)000 F 8427--91242 TE 11/22 95 -D tis CAUSR427 99326501 N 1 -ENG MD A 11�111�UI �� ISI IJ�iJ�!II� . SMITH) / F-3 120008' FLR TOP CHORD 02 FL #1 BOT CHORD 4x2 FL #i WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REGUIREMENTS OF I.C.B.O. RESEARCH REPORT 62949. + 2X6 A3 H.F. OR BETTER CONTINUOUS STRONGBACK. ATTACK TO EACH TRUSS W/3 -10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. THIS DNS. PREPARED FROM CONFUTER INPUT (LWW 6 DIMENSIONS) SUBMITTED BY TRUSS HFI REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. y c TRUSSES TO BE SPACED AT 16.00" O.C. MAXIM . N 33 THIS DESIGN IS NOT TO BE USED WHERE ALL SIDES OF A BUILDING A. HAVE PARAPET WALLS, OR CONDITIONS THAT ACCUMULATE SNOW BY ^i DRIFTING OR SLIDE OFF FROM ADJACENT HIGHER ROOFS OR RESTRICT v FREE RUNOFF OF WATER. to NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED w UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. nI rn UI 0 fU C 216" 1.5X4 {R} R-4386 Wm1"12 0 0 0= C= o o a a o a o 0 0 a c o 0 C= �ALPIN o 0 Z= TRUSS p c O C O C7 C=2 CM 121018— 3X6 OVER 2 SUPPORTS il Rn445# W-308 aV! sUr� ^ FA reini4la�T i1�1 'aSUM�9a�t if it IMPORTANTW*'LPIFE "Ka"BED PACLlICT9. " SHALL 110T BE AESPON61BLE F00 ANY MIATION FRO4 TRIS DESIGN oe TKSE SFEC)f IC&TILBA OR Afff FAIUAIE TO BIOLO IFE IAUIS W CCIF(p UU.S "TIN WES Of IN ALPU( MR&CTORS AF! NA9E Or 200& O&LV_ STEEL n1ET110 &SIN 4446 SR B &WT AS'OT1n. APPLT CCF14XTCRS 10 EACO F4CE Of TFUSS AID UAE'SO OTOEM)SE LOC&TED ON THIS USI00. POS1'ION COIDAtTOAS PEP OAA&IUOS ISO. 15) 9 160A -F_ O6Si69 STAN)VgS COI -FOM 'VAMICABLE FAVIS1010 OF MS 6 FPI. AN XWME)ER'S SE4L CM THIS CFmin, ?ppL)E6 TO 09 CT>KMAU47 CEPICTEO IEP( III LILY. MID SKIM NOT BE PIL110 UPON IN ANI OIWA W. _ WARNING'�9 rEaI1BE �nRI's c'u .{._.#,pV . V —P"qrI ]R YIMLIW, IRWIBN Rim eR1X160. SEE IDS -91 Of TPI. SEE D OES177 10- 5. FOR 6009110941. SPMIAL PEPHIM-01 61161114) RE 1 C4384S A OUIREIL-uF5. OIAESS O11EA"ISE 1HOIcAlco. lop 0.0 PSF CHH SFALL SE LAIPALVI EA&CE0 g11N PPCPEP uF LT ATT4"D M19M SIiAIVI11GL g011fli CKIU) aC &IM %O-EPLi 6TTA01M 111611) CELL" -- SEE )Y N 6LPIf! TECIffICli LP4%re ITA1911 FOR FgOPER 1.00 9PIIfALL 4PFLicufrai. FlfT71SN A COPE Of IN[S �,���� RPArTWR MTCN IL TIE TRUSS EFECT1011 ca1lTPurm. 7'=:;'3 A .D A .{._.#,pV . V —P"qrI . Qv TC OL SC DL 10- 5. DATE DaW 1 C4384S A SC LL 0.0 PSF CA -E Up. ""' TOT. LO. 55.0 PSF )Y N OUR. FAC. 1.00 F! �,���� RPArTWR 16.0' A .D A rob: 11 / F-4 -OP CHORD 4x2 FL 11 WT CHORD 4x2 FL /1 WEBS 4x2 HF Std/Stud :ONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 1.3.3. THIS PFSINSTAAS LLED CANNOT C 1PSIDEDON. TOF TRUSS BYTRUSSFABRIATOR. CONTRACTORS WARNING' CHIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS IT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. FROM c + TO6EACHHEN-FIR A SSROR WITHB3T10d RAILS.TER USTRONGBACKBMATERIALATTACH TO BE SUPPLIED BY ERECTION CONTRACTOR. ALL PLATES ARE 2X4 EXCEPT AS NOTED. TRUSS S TO BE SPACED AT 16.00' O.C. MAXIMUM. CONNECTOR PLATES OFSIMCSB.O. RESEARCHDREPORTC#2949. WITH THE MUSTGID CEILING BE PROPERLYOATTACHED TTOSTHETERAL BOTTOMRACING AT 24" O.C. CHORD. .r 1 TRUSS MFR. C's b c N • m a N V w m N rn In 0 a i 6 are —6'3"8 - - - i4' 3112 ..1 X-5 20'6"10 OVER 2 SUPPORTS R=89 pif W-14'3' R=2410 W-1"12 44 � SCAL 21 0. 991750 PLT. TYP - ALPINE CR Sa TOTA ,,,,;"���; A - 3/i6!' o 4 : �� EF R42 -91245 c o c o 0 o C= o xttIMPORTAN7 ; E, � �"E ,„I, `f01 AR THIS OR THESE SPECITICITT011% OR ATN WARNING— GR1CIN- SIE "LO-9t6F VI. sm THIS WNW �r<Q y Cy TC DL C�0 . � PS a� 11/27/95 0 o c c o I= OVIAtltrl FRDH CESIOO FAILUPE TO MLO TRE t1USS IN WWORKOR'S Kit" OS181 aA TPI. Ea+ AODIn04At SPICIAI RIRVAAE6r PAAC1t10 AE BC OL 5. P DR CWSib427 99326504 I= C= Q C7 C= APR! COM9106 AGE RACE OF 2004 CaV. 3Ma HEEIVE ASIR AA46 OR a EIMPT AS HO10. LPPIF CONIECTOAS TO EACH FACE Of OUIREIRNIS. OILESi 0"am ISE 1POICAIGO. TOP COOW 3110.1 u LAtERhIT 6WCE6 611H POOMCHMO W 3807 V r BC. LL Q . O PS Cl -,&G E . D O G Q o ALPIN C� Tam AV0 V&Els OTIERMtSE LWATED OI THIS OESIVA PoSISIW. COAtECIon PCA CM RLS 1=0. ISO R 160A -F. 9ES169 STA1411ROS IT ATPAaEo PLMOCD SVIATHINP. OOFIOr c1 SEE 111tHPFWtPLV ATtAM13 RIGID CEIII'YAGEE 00 Jam' Ga b wo7 {I TOT.LO. 55.0 PSF O I �7[ ,c TRUSS O CiN°C:4 N/APFLICAILE MVISIOIa CF MS i TPI. AN GIGIPE7f VS A ALPIIE TECNOCAL lPallE 1711190 FOR PROPER A. OF 11TS PLICTAU6. IT ,C �. Cl OUA.FAC.. 1 . QO O0SICHIM COPI PICTOA TRIS SPIULLL 9 PEIPEl1 0 WON INA'H/ 01EnciEY � :PIKAL TO EPECT]OH IN' m Allo EO� SPACING 16 • O G I= O Q Em G7 � IPI TRVSS PLATE INSTITUTE. IDS 1451 IlA1l01ULL CESISH SPECITIGITION FOR r06= COI INUETICN 0 Co 3 H Z Fri m z 0 H Z H Z Gi in m n --I 0 Job number >>E95077 Structural calculations for Project » Retaining wall design Plan >>Custom Name » Brad DaSilva Address >>Oroville, California 6:00 PN 10/ 3/95 Architectural Engineering Specialists 20 Constitution Drive Suite A Chico, California 95926 (916) 895-1125 (916) 893-0532 Fax Note: Reference plans by others. No judgement or opinion is rendered or implied regarding aspects of this structure not specifically noted herein. pU�E C�8� O,O' pEpT 0 SS7Iv C>4 C)) SSBM 6 5:56 PM 3 ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 10/ 3/95 ----------------------=------------------------------------------------- Description » Floor beam over garage » ---------------------------------GENERAL-------------------------------- Span (L) > 20.000 feet Repetetive'? > N - Reduce shear for bm depth > N Laterally supported (Y/N) > Y lu > :000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS-------------------------------- Uniform dead load > .557 kips/ft 41 $ TL Uniform live load > 804 kips/ft 59 $ TL Uniform total load > 1.361 kips/ft End reactions............................ DL > 5.570 kips LL > 8.040 kips TL > 13,610 kips Design loads ............................ Total load moment (M) > 68.050 ft -kips Total load shear (V). > 13.61O..kips --------------------------LUMBER DESIGN VALUES -------------------------- Basi values Species Grade Fb Ft Fv Fcl Fcll E DFGL . 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .9.47 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 « Adjustment for lateral support ..> 1.000 Adjusted values Species Grade Fb Ft Fv Fc.L F0 E DFGL 24F -V4 2274-.... 1150. 165 650 1650 1800000 --------------------------------BEAM DATA -------------------------------- Member width > 6.750 inches Member depth >.19,500 inches Required Actual Comment S (in'3) > 359.109 427.781 <ok> A (in'2) > 123.727 131.625 <ok> I (in'4) > 4170.867" ------------------------------DEFLECTIONS------------------------------- Total load deflection > .653 inches L/ 368 <OK> Live load deflection > .386 inches L/ 623 <OK> Dead load deflection >. .267 inches Minimum camber (glu-lams) > .401 inches. <1.5*DL deflection> Standard 2OOO1R camber > .300 inches --------------------------CHECK MIN. BRG. AREA ------- =-------------=---- Minimum area > 20.938 in'2 Minimum length > 3.102 inches Assuming full width bearing CONCRET3 ------------------------------------------------------------------------ Rev 9-21-93 Concrete retaining wall 10/ 3/95 ------------------------------------------------------------------------ Description >>Da Silva _.» ------------------------------GENERAL DATA ------------------------------ Wall type > -2 1 => Supported 2 => Cantilevered Lateral load type> 2 1 => Wind/earthquake 2 => Soil pressure Backfill slope > 0 Horizontal 0 Vertical Soil weight > .110 kcf -------------------------------- LOADING --------------------------------- UJI nnn bion/ff Care 0 P�xi A>�. = (3 7/2- �3t�+ ; 1S.J�2�.c�5o)+ �2�. off) aaaa O NNNof j�uf�ilPi1 W W CNCNNQQ e�T�T—�— tmN1--�nJ`9 • IAT.2SV V wy HE 2,M6�2,M62 a C 0 l 1' L 4— ---------------------------- WALL REINFORCING --- Segment 1 Horiz. As min. > .180 in -2 Vert. As min. > .108 in"2 Calculated As > .082 in -2 Vertical Horizontal #4.at 18 in. o.c. #4 at 13 in. o.c. #5 at 18 in. o.c. #5 at 18 in. o.c. #6 at 18 in. o.c. #6 at 18 in. o.c. #7 at 18 in. o.c. #7 at 18 in. o.c. #8 at 18 in. o.c. #8 at 18 in. o.c. Segment 2 Horiz. As min. > .000 in"2 Vert. As min. > .000 in -2 Calculated As > .000 in -2 Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 in. O.C. #5 at 0 in. o.c. #6 at . 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. O.C. #7 at 0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. Segment 3 Horiz. As min. > .000 in -2 Vert. As min. > .000 in'2 Calculated As > .000 in'2 Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 in. _o.c... #5 at 0 in. o.c. #6 at . 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. ------------------------------FOOTING DATA ------------------------------- Toe length > ..1.000 feet Safety factor > 2.198 Heel length > .750 feet Soil pressure >. 1.174 .Minimum footing length > .000 feet Actual footing length (L) > 2.250 feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > .625 ft -kips W Arm Moment ------------------------------------------------ ----------------------- Wdl min. .000 kips 1.250 feet .000 ft -kips Wdl+Wll 1.150 kips 1.250 feet 1.438 ft -kips Segment 1 . .300 kips. 1.250 feet .375 ft -kips Segment 2 .000 "kips 1•.250 feet .000 ft -kips Segment 3 .000 kips 1.250 feet .000 ft -kips .Soil .330 kips 1.875 feet ,619 ft -kips Ftg .338 kips 1.125 feet .380 ft -kips --------------------------------------------------------=--------------- EWdl min> .968 kips EMdl min> 1.373 ft -kips EWdl+Wll> 2.118 kips EMdl+Wll> 2.811 ft -kips " ------------------OVERTURNING AND SOIL PRESSURE CONT ---------------- ZMdl min./OTM. > 2.198 > 1.5 <OK> Eccentricity (e) > .093 feet <A/2-(EM-OTM/EW)> L/6 > .375 feet L' > 3.097 feet <3*L/2-e> Resultant within middle third of footing. Maximum soil pressure > 1.174 ksf <EWtl/A + 6*Wtl*e/A'2> Minimum soil pressure > .709 ksf ----------------------------HEEL/TOE'DESIGN----------------------------- --- Heel design--- Heel length > .750 feet M > .124 ft -kips d > 8.000 inches As min. > .012 in'2 #4 at 48 in. o.c. #5 at 48 in. o.c. #6 at 48 in. o.c. #7 at 48 in. o.c. #8 at 48 in. o.c. ---Toe design --- Toe length` > 1.000 feet Max. soil pressure > 1.174 ksf Soil pressure at face of wall > .795 ksf M max at face of wall > .524 ft -kips d > 8.000 inches As min. > .050 in"2 #4 at. 47 in. o.c. #5 at 48 in. o.c. #6 at 48- In—A.C. #7 at 48 in. o.c. #8 at 48 in. o.c. -------------------LONGITUDINAL FOOTING REINFORCEMENT----------=-------- As min. > 648 in -2 4. #4 ba; ' 3 #5 �r°s 2 bars V2 #7 bars #8 bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > .375 kips/ft Lateral sliding coeff. > .250 ..242 kips/ft Lateral sliding resistance> . .000 .000 kips/ft" Allowable passive pressure > .150 ksf/ft depth Lateral passive pressure provided > .075 kips/ft <Footing only> Net resistance provided > .317 kips/ft <Footing only: Factor of safety > .845 NO GOOD! Concrete slab at base of wall ? > y Thickness > 4.000 inches Width of slab > 24.000 feet Resistance provided by slab > .300 kips/ft Total resistance > .617 kips/ft Shear key must provide > -.054. kips lateral resistance Equivalent depth of shear key > 3.909 feet <Maximum 151> Allowable passive pressure > .586 ksf <at base of key> Allowable passive pressure .> .586 ksf <at bottom of key> Shear key required depth > .000 inches Shear key moment > .000 ft -kips Shear key thickness > .000 inches d > .000 inches As min. > .000 in'2 #4 at 0 in. o.c. #5 at 0 in. o.c.. #6 at 0 in. o.c. #7 at. 0 in. o.c. #8 at 0 in. o.c. ------------------------------------------------------------------------ CONCRET3 5:43 PM ------------------------------------------------------------------------ Rev 9-21-93 Concrete retaining wall lOJ 3/95 ------------------------------------------------------------------------ . Description >>Da Silva ------------------------------GENERAL GENERALDATA ------------------------------ Wall type > 2 1 => Supported 2 => Cantilevered. Lateral load type> 2 1 => Wind/earthquake 2 => Soil pressure Backfill slope > 0 Horizontal 0 Vertical Soil weight > .110 kcf -------------------------------- LOADING --------------------------------- Wdl minimum > .000. kips/ft Wdl + Wll maximum > 1.150 kips/ft Equivalent fluid pressure > .030 kcf Sloping backfill surcharge> ..000 kcf Total EFP > .030 kcf Surcharge height > .000 feet Surcharge Distance 'Surcharge' y P . Comment to wall height .000 3.000 .000' Uniform lateral.load > -000 ksf Earthquake/wind loading ----------=------------ALLOWABLE DESIGN STRESSES ------------------------- ***Soil*** Class of materials > 4 Input .Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .150 ksf/ft depth .200 Lateral sliding coeff. > .250 .350 ---Concrete--- P c > 2.500 ksi fy >. 40.000 ksi Es > 29000000psi m > 1.8.824 ----------=--------------------WALL DATA-------------------------------- Cantilevered wall may use varying thickness segments Segment wdl Actual t Actual d Max. d 1 .000 to 5.000 .375 6.000 3.000 3.500 2 .000 to .000 .000 .000. .000 .000 3 .000 to .000 ..000 .000 .000 .000 Segment b d'2"' M Factor Mu Ma As - 1 108.000 .625 1.700 1.063 1.181 .162 2 .000 .000 1.700 .000 .000 .000 3 .000 .000 1.700 .000 .000 .000 ----------------------------WALL REINFORCING ---------------------------- Segment 1 Horiz. As min. > .180 in"2 Vert. As min. > .108 in -2 Calculated As > .162 in"2 Vertical Horizontal #4 at 14 in.'o:c: #4 at '13 in. o.c. #5 at 18 in. o.c. #5 at 18 in. o.c. #6 at 18' in. o.c. #6 at 18 in. o.c. #7 at 18 in. o.c. #7 at 18. in. o.c. #8 at 18 in. o.c. .... #8 at. 18 in. o.c. Segment 2 Horiz. As min. > .000 in"2 Vert. As min. > .000 in'2 Calculated As > .000 in'2 Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. Segment 3 Horiz. As min. > :000 in -2 Vert. As min.-_-') .000 ..in"2 Calculated As > .000 in'2 Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0_ in. o..c. #5 at 0 in. o.c. #6 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. ------------------------------FOOTING DATA ------------------------------ Toe length > .1.160 feet Safety factor, > 2.098 Heel length > 1.010 feet Soil pressure >' 1.354 Minimum footing length > .000 feet ' Actual.footing length (L) > 2.670 feet Footing depth >. 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE--------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > 1.080 ft -kips W Arm Moment ------------------------------------------------------------------------ Wdl min. .000 kips 1.410 feet .000 ft -kips Wd1+Wll 1.150 kips 1.410 feet 1.622 ft -kips Segment 1 .375 kips 1.410 feet .529 ft -kips Segment 2 .000. kips 1.410 feet .000 ft -kips Segment 3 .000 kips 1.410 feet .000 ft -kips Soil .556 kips 2.165 feet 1.203 ft -kips Ftq .401 kips 1.335 feet .535 ft -kips ---------------------------=-------------------------------------------- EWdl min> 1.331 kips EMdl min> 2.266 ft -kips EWdl+Wll> 2.481 kips EMdl+Wll> 3.888 ft -kips ------------------OVERTURNING AND SOIL PRESSURE CONT ---------------- EMdl min./OTM > 2.098 > 1.5 <OK> Eccentricity (e) > .203 feet <A/2-(EM-OTM/EW)> L/6 > 445 feet L' > 3.395 feet <3*L/2-e> - Resultant within middle third of footing Maximum soil pressure > 1.354 ksf <EWtl/A + 6'Wtl*e/A-2> Minimum soil pressure- > .505 ksf, ---------------------------=REEL/TOE DESIGN --------------; -------------- ---Reel design --- Reel length > 1.010 feet M > .281 ft -kips d > 8.000 inches As min. > .026 in'2 #4 at 48 in. o.c. #5 at 48 in. o.c. #6 at 48 in. O.C. #7 at 48 in. o.c. #8 at 48 in. o.c. ---Toe design --- Toe length > 1.160 feet Max soil pressure .> 1.354 ksf Soil pressure at face of wall >- .891 ksf M max at'face of wall > .807 ft -kips d > 8.000 inches As min. > .076 in -2 #4 at 30 in. o.c. #5 at 48 in. o.c. #6 at 48 in. o.c. #7 at 48 in. o.c. #8 at 48 in. o.c. -------------------LONGITUDINAL FOOTING REINFORCEMENT -------------------- As min. > in -2 4 #4 bars- 3 ars 3 #5 bas i/11#8 6�ars US'e3#7 bars bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .000 .kips/ft Rb > .540 kips/ft Lateral sliding coeff. > .250 .333 kips/ft Lateral sliding resistance> .000 .000 kips/ft Allowable passive pressure > .150 ksf/ft depth Lateral passive pressure provided > .075 kips/ft <Footing only> Net resistance provided > .408 kips/ft (Footing only> Factor of safety > .755 NO GOOD! Concrete slab_at.base of wa11 ? > Y Thickness > 4.000 inches Width of slab > 24.000 feet Resistance provided by slab > .300 kips/ft Total resistance > .708 kips/ft Shear key must provide > ..102 kips lateral resistance Equivalent depth of shear key > 4.532 feet <Maximum 15'> Allowable passive pressure > .680 ksf <at base of key> Allowable passive pressure > .705 ksf <at bottom of key> Shear key required depth > inches Shear key moment > .010 ft -kips Ns pe Shear key thickness > .000 inches �v 1 d > .000 inches As min. > _.000 in"2 #4 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. O.C. #8 at 0 in. o.c. ------------------------------------------------------------------------ CONCRET3 5:44 PM Rev 9-21-93 Concrete retaining Wall 10/ 3/95 ------------------------------------------------------------------------ .Description » Da Silva ------------------------------GENERAL DATA -------------------------------- Wall type > 2 1 => Supported 2 => Cantilevered Lateral load type> 2 1' _> Wind/earthquake 2_=> Soil pressure Backfill slope > 0 Horizontal 0 Vertical Soil weight > .110. kcf -------------- =----------------- LOADING --- ------------------------------ Wdl minimum > .000 kips/ft Wdl + W11 maximum > 1.150 kips/ft Equivalent fluid pressure > .030 kcf Sloping backfill surcharge> .000 kcf Total EFP > .030 kcf Surcharge height > .000 feet Surcharge Distance Surcharge ' P Comment to. wall height --------------------------------------------- .000 3.000 ......000 Uniform lateral load > .000 ksf Earthquake/wihd loading -----------------------ALLOWABLE DESIGN STRESSES------------------------ ***Soil*** Class of materials > 4 Input .Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .I5O ksf/ft depth .200 Lateral sliding coeff. > .250 .350 ---Concrete--- PC > 2.500 ksi fy > 40.000 ksi. Es > 29OOOOOOpsi m > 18.824 . -------------------------------WALL DATA -------------------------------- Cantilevered wall may use varying thickness segments _.. Segment wdl. Actual t Actual d Mag.'d 1 .000 to 6.000 .450. 6.000 3.000 3.500 2 .000 to .000 .000 .000 .000 .000 3 .000 to .000 .000 .000 .000 .000 Segment b+d"2 M Factor Mu Mn As 1 108.000 1.080 1.700 1.836 2.040 .216 2 .000 .000 1.700 .000 .000 .000 3 .000 .000 1.700 .000 .000 .000 (3 ----------------------------WALL REINFORCING---------------------------- f� Segment 1 . Horiz. As min. •> .180 in -2 Vert. As min. > .108 in"2 .Calculated As > .216 in"2 Vertical Horizontal #4 at 10 in. o.c. #4 at 13 in: O.C. #5 at 16 in, o.c. #5 at 18 in. o'.c. #6 at 18 in. o.c. #6 at 18 in. o.c. #7 at 18 in, o.c. #7 at 18 in. o.c... #8 at 18 in. o.c. #8 at 18 in. o.c. Segment 2 Horiz. As min. > .000 in'2 Vert. As min. > .000 in"2 Calculated As > .000 in'2 Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. O.C. #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. Segment 3 Horiz. As min. > .000 in'2 Vert. As.min. > .000 in"2 Calculated As > .000 in"2 Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at 0 in. o.c. . #8 at 0 in. o.c. #8 at 0 in. o.c. ------------------------------FOOTING DATA ---- -.--- ---------------------- Toe length > 1.330 feet Safety factor > 2.128 Heel length > 1.330 feet Soil pressure > 1.482 Minimum footing length > .000 feet Actual footing length. (L) > 3.160 feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- .Consider ftg depth for gross OTM and sliding ? (Y/R) > Y Overturning moment .(OTM) >. 1.715 ft -kips W Arm Moment ----------------------------------- ------------------------------------- Wdl min. .000 kips 1.580 feet .000 ft -kips Wd1411 1.150. kips 1.580 feet 1.81.7 ft -kips Segment 1 .450 kips "` 1.580 feet .711 ft -kips Segment 2 .000 kips 1.580 feet .000 ft -kips Segment 3 .000 kips 1.580 feet .000 ft -kips Soil .878 kips 2.495 feet 2.190 ft -kips Ftg .474 kips ...1.580 feet .749 ft=kips --------------- ------------------ ---------------------------=----------- EWdl min> 1.802 kips EMdI min>. 3.650 ft -kips EWdl+Wll> 2.952 kips EMd1+Wll> 5.467 ft -kips ------------------OVERTURNING AND SOIL PRESSURE CONT ---------------- 1Md1 min./OTM > 2.128 > 1.5 <OK> Eccentricity (e) > ..309 feet <A/2-(EM-OTM/EW)> L/6 > .527 feet L' > 3.813 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > 1.482 ksf <EWtl/A + 6*Wtl*e/A-2> Minimum soil pressure > .386 ksf '----------------------------HEEL/TOE DESIGN ----------------------------- ---Heel design --- Heel length > 1.330 feet M > .584. ft -kips d > 8.000 inches As min. > .055 in"2 #4 at 42 in. O.C. #5 at 48 in. o.c. #6 at 48 in. o.c. #7 at 48 in. o.c. #8 at 48 in. o.c. ---Toe design --- Toe length > 1.330 feet Max soil pressure > 1.482 ksf Soil pressure at face of wall > .965 ksf M max at face of wall > 1.158 ft -kips d > 8.000 inches As min. > .110 in'2 #4 at 21 in. o.c. #5 at 33 in. O.C. #6 at 48 in. o.c. #7 at 48 in. o.c. #8 at 48 in. o.c. -------------------LONGITUDINAL FOOTING REINFORCEMENT-------- ------ As min. > in -2 5 #4 bars 3 #5 rs 3 6 bars #7 bars 2 #8 bars ----------------------------=LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > .735 kips/ft Lateral sliding coeff. > .250 :450 kips/ft Lateral sliding resistance> .000 .000 kips/ft Allowable passive pressure > .150 ksf/ft depth Lateral passive pressure provided > .075 kips/ft <Footing only>. Net resistance provided > .525 kips/ft <Footing only. Factor of safety > .715 NO GOOD! Concrete slab at base of wall ? > Y Thickness > 4.000 inches Width of slab > 24.000 feet Resistance provided by slab > .300 kips/ft Total resistance > '.825 kips/ft Shear key must provide > 277 kips lateral resistance Equivalent depth of shear key > 5.184 feet <Maximum 15'> Allowable passive pressure >. .118 ks.f <at base of key> Allowable passive pressure > .840 ksf <at bottom of key> Shear key required.depth > 5 inche Shear key moment > .071 .ft -kips / tj e-CAIL�ln — Shear key thickness > .000 inches d > .000 inches As min. > .000 in'2 #4 at 0 in. o.c. #5 at 0 in. O.C. #6 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. ��o . i(l dT 70 5ca Lp— Fm r - -� . Nw, v 5 Tireo P� eC.e.� �rc�o••. sc�..l./. pole- Lau.. i ro lse f-b47,(C ( (� I � 10 , %s 2md RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY DWELLING, DUPLEX AND MISCELLANEOUS l ay details: landings, rise and run, head clearance, handrails (Section 3306). drail details (Section 1711 and 33060), or stone veneer (Chapter. 30). or plaster - weep screeds (Section 4706). r roof pitch for roof covering (Chapter 32). covering type - (fire hazard). insulation - protection. alls and stairways. g area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. exits on three-story dwellings (Section 3303 and see Mezzanines -1716). access and ventilation (Section 3205). rfloor access and ventilation (Section 2516). ustion air for fuel burning appliances - L.P.G. requirements. requirements on duplexes. 1Energy design. Mashing at all exterior openings. C.D.F. responsible area requirements. W A l��ill be i" -b to-a�L-9!�:- (Ali 40 ���a RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY DWELLING, DUPLEX AND MISCELLANEOUS ONLY OWNER: �Gt � � BUILDING PERMIT NUMBER: PLAN CHECKER: ASSESSOR PARCEL NUMBER: - Zoning requirements: (sideyards and number of permitted living units). Valuation. lans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact fees, Health, Developer fees, License law, etc.). rt""'Recorded notice of violation. F e parcel size and dimensions. , sideyards, easements, etc. ildings or structures. , fills, and drainage. zard.conditions on creation map, (noise, C.D.F., fire sprinklers, non-combustible, and foundations). FAS road setback. or utilities across lot lines (Record form). .Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1205). Required windows for second exit (Section 1204). . Skylights (Chapter 34 & Section 5207). ,Human impact glass (Section 5406). Required room sizes, ceiling heights (Section 1207). G.F.C.I. in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater eat►ng an coo in a w they electrical or gas equipment. >rage firewall, door size, and closer (Section 503(d)(3) ). 1 - 3'0" exterior exit door (Section 3304 (f). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 1210). Plumbing fixtures, water closet clearances and shower size. Standard bracing or engineered design (Table 25V). Unusual shape, size, or split level house requiring lateral design. Clerestory 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 building. Roof construction details complete enough to construct building. Fireplace construction details and cals if necessary. Rafter ties or bearing ridge beam. Garage door or porch header sizes. tud heights. Adobe soils -special foundation design. etaining walls requiring design. Special Inspection required. May 1995 3.2 TABLE OF CONTENTS TOC Project Title.......... Dasilva Residence Date........ 07/20/95 Project Address........ Ward Blvd. Oroville, CA. 95966 Documentation Author... Andrew B. Erickson Building Permit # Company ................ Sure Pass Energy & Design Telephone .......:...... (916) 533-4749 Plan Check /•Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Field Check/ Date Climate Zone........... 11 MICROPAS4 v4.02 File-DASILVA 'Wth-CTZ11S92 Program -TOC User#-MP1838 User -Sure Pass Energy & Design Run -Typical House TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 6 HVAC SIZING., ............... 9 BUTTE CQ'JN' ; t BUILDING ®EPARI��� PQ?0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Dasilva Residence Date........ 07/20/95 Project Address........ Ward Blvd. Oroville, CA. 95966 Documentation Author... Andrew B. Erickson Company ................ Sure Pass Energy & Design Telephone .............. (916) 533-4749 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-DASILVA Wth-CTZ11S92 Program -FORM CF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Typical House GENERAL INFORMATION Conditioned Floor Area..... 1849 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor (Package E) BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments Wall R-21 0.059 Roof R-38 0.025 Attic Door R-0 0.330 Solid Wood FloorExt R-19 0.048 To Outside Floor R-19 0.037 To Outside FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (E) 16 0.870 2 Drapes.Std None None Metal Window Front (E). 0 0.870 2 Drapes.Std None None Metal Window Window Front Front (E) (E) 1,9'_.O �0 �0 0.870 0.870 2 2 Drapes.Std Drapes.Std None None None None Metal Metal Window Left (S)II/ &2" 0 iF. 0.870 2 Drapes.Std None None Metal Window Back (W) 0 0.870 2 Drapes.Std None None Metal Window Back (W) �0 0.870 2 Drapes.Std None None Metal Window Back (W) &-;-'.0 0.870 2 Drapes.Std None None Metal Window Back (W)Ijo i,5 0 0.870 2 Drapes.Std None None Metal Door Back (W) 4'K0 0.550 2 Drapes.Std None None Wood Window Right (NE) ;r.0 0.870 2 Drapes.Std None None Metal Window Right (N) 0.870 2 Drapes.Std None None Metal Door Back (NW) &e1.0 0.550 2 Drapes.Std None None Wood Door Right (N) 0.0 0.770 2 Drapes.Std None None Metal Skylight Front (E) _8':0 0.800 2 None None None Metal Skylight Front (E) .0 0.800 2 None None None Metal Skylight Back (W) ,8:0 0.800 2 None None None Metal Skylight Back (W) ,8:0 0.800 2 None None None Metal t CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R - Project Title.......... Dasilva Residence Date........ 07/20/95 MICROPAS4 v4.02 File-DASILVA Wth-CTZ11S92 Program -FORM CF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Typical House HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.900 AFUE Crawlspace R-4.2 Setback ACSplit 12.00 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS External Insulation R -value CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Dasilva Residence Date........ 07/20/95 MICROPAS4 v4.02 File-DASILVA Wth-CTZ11S92 Program -FORM CF -1R User#-MP1838 User -Sure Pass Energy& Design Run -Typical House COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... DASILVA Company. Owner Address. Oroville, CA. 95965 Phone... License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Andrew B. Erickson Company. Sure Pass Energy & Design Address. P.O. Box 5566 Oroville, CA. 95966 Phone... (916) 533-4749 Signed.. (date) 7-Z/`7✓4 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... Dasilva Residence Date........ 07/20/95 Project Address........ Ward Blvd. Oroville, CA. 95966 Documentation Author... Andrew B. Erickson Company ................ Sure Pass Energy & Design Telephone .............. (916) 533-4749 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-DASILVA Wth-CTZ11S92 Program -FORM MF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Typical House Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. _1 ` 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances -�f�— and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... Dasilva Residence Date........ 07/20/95 MICROPAS4 v4.02 File-DASILVA Wth-CTZ11S92 Program -FORM MF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Typical House SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets / certified by the CEC. 150(1): Setback thermostat on all applicable heating systems. Ty/ 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect / hot water tank. t/ *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan 'systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... Dasilva Residence Date........ 07/20/95 Project Address........ Ward Blvd. Oroville, CA. 95966 Documentation Author... Andrew B. Erickson Company ................ Sure Pass Energy & Design Telephone .............. (916) 533-4749 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-DASILVA Wth-CTZ11S92 Program -FORM C -2R User#-MP1838 User -Sure Pass Energy.& Design Run -Typical House Zone Type HOUSE Residence MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 15.75 14.56 1.19 Space Cooling.......... 14.86 15.10 -0.24 Water Heating.......... 12.42 12.42 0.00 Total 43.03 42.08 0.95 *** Building complies with Computer Performance *** GENERAL INFORMATION• Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number.of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 1849 sf Single Family Detached New Front Facing 90 deg (E) 1 2 ReducedYear Raised Floor 1 17889 cf 1849 sf 920 sf 0 sf 16.3 % of FA 9.7 ft BUILDING ZONE INFORMATION Floor Area Volume (sf) (cf) 1849 17889 (Package E) # of Dwell Cond- Thermostat Units itioned Type 1.00 Yes Setback Vent Special Height Vent Area (ft) (sf) 8.0 n/a COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... Dasilva Residence Date........ 07/20/95 MICROPAS4 v4.02 File-DASILVA Wth-CTZ11S92 Program -FORM C -2R User#-MP1838 User -Sure Pass Energy & Design Run -Typical House OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 58 0.059 R-21 90 90 Yes W.21.2X6.16 2 Wall 32 0.059 R-21 90 90 Yes W.21.2X6.16 3 Wall 58 0.059 R-21 90 90 Yes W.21.2X6.16 4 Wall 42 0.059 R-21 90 90 Yes W.21.2X6.16 5 Wall 12 0.059 R-21 90 90 Yes W.21.2X6.16 6 Wall 84 0.059 R-21 90 90 Yes W.21.2X6.16 7 Wall 70 0.059 R-21 90 90 Yes W.21.2X6.16 8 Wall 32 0.059 R-21 180 90 Yes W.21.2X6.16 9 Wall 16 0.059 R-21 180 90 Yes W.21.2X6.16 10 Wall 296 0.059 R-21 180 90 Yes W.21.2X6.16 11 Wall 152 0.059 R-21 270 90 Yes W.21.2X6.16 12 Wall 98 0.059 R-21 270 90 Yes W.21.2X6.16 13 Wall 56 0.059 R-21 270 90 Yes W.21.2X6.16 14 Wall 16 0.059 R-21 0 90 Yes W.21.2X6.16 15 Wall 16 0.059 R-21 0 90 Yes W.21.2X6.16 16 Wall 56 0.059 R-21 0 90 Yes W.21.2X6.16 17 Wall 30 0.059 R-21 45 90 Yes W.21.2X6.16 18 Wall 17 0.059 R-21 0 90 Yes W.21.2X6.16 19 Wall 25 0.059 R-21 315 90 Yes W.21.2X6.16 20 Wall 95 0.059 R-21 0 90 Yes W.21.2X6.16 21 Wall 24 0.059 R-21 0 90 Yes W.21.2X6.16 22 Wall 308 0.059 R-21 0 90 Yes W.21.2X6.16 23 Roof 1592 0.025 R-38 90 10 Yes R.38.2X4.24 Attic 24 Roof 1592 0.025 R-38 270 10 Yes R.38.2X4.24 Attic 25 Door 20 0.330 R-0 90 90 Yes None Solid Wood 26 F1oorExt 929 0.048 R-19 0 0 No FX.19.2X8.16 To Outside 27 Floor 920 0.037 R-19 0 0 No FC.19.2X8.16 To Outside FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 16.0 2 Metal Slider 0.870 90 90 0.88 0.78 Drapes.Std 2 Window 12.0 2 Metal Slider 0.870 90 90 0.88 0.78 Drapes.Std 3 Window 15.0 2 Metal Slider 0.870 90 90 0.88 0.78 Drapes.Std 4 Window 15.0 2 Metal Slider 0.870 90 90 0.88 0.78 Drapes.Std 5 Window 12.0 2 Metal Slider 0.870 180 90 0.88 0.78 Drapes.Std 6 Window 20.0 2 Metal Slider 0.870 270 90 0.88 0.78 Drapes.Std 7 Window 20.0 2 Metal Slider 0.870 270 90 0.88 0.78 Drapes.Std 8 Window 15.0 2 Metal Slider 0.870 270 90 0.88 0.78 Drapes.Std 9 Window 15.0 2 Metal Slider 0.870 270 90 0.88 0.78 Drapes.Std 10 Door 40.0 2 Wood Hinged 0.550 270 90 0.88 0.78 Drapes.Std 11 Window 15.0 2 Metal Slider 0.870 45 90 0.88 0.78 Drapes.Std 12 Window 15.0 2 Metal Slider 0.870 0 90 0.88 0.78 Drapes.Std 13 Door 20.0 2 Wood Hinged 0.550 315 90 0.88 0.78 Drapes.Std 14 Door 40.0 2 Metal Slider 0.770 0 90 0.88 0.78 Drapes.Std 15 Skylight 8.0 2 Metal Fixed 0.800 90 18 0.88 0.88 None COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Dasilva Residence Date........ 07/20/95 MICROPAS4 v4.02 File-DASILVA Wth-CTZ11S92 Program -FORM C -2R User#-MP1838 User -Sure Pass Energy & Design Run -Typical House Surface 16 Skylight 17 Skylight 18 Skylight FENESTRATION SURFACES System Type SC SC Interior U- Act Glass Int Shading/ value Azm Tlt Only Shade Description 0.800 90 18 0.88 0.88 None 0.800 270 18 0.88 0.88 None 0.800 270 18 0.88 0.88 None HVAC SYSTEMS Minimum Efficiency Duct Duct Duct Location R -value Efficiency HOUSE Furnace 0.900 AFUE Crawlspace R-4.2 0.880 ACSplit 12.00 SEER Crawlspace R-4.2 0.910 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS # of Vent Area Pan- Frame Open (sf) es Type Type 8.0 2 Metal Fixed 8.0 2 Metal Fixed 8.0 2 Metal Fixed System Type SC SC Interior U- Act Glass Int Shading/ value Azm Tlt Only Shade Description 0.800 90 18 0.88 0.88 None 0.800 270 18 0.88 0.88 None 0.800 270 18 0.88 0.88 None HVAC SYSTEMS Minimum Efficiency Duct Duct Duct Location R -value Efficiency HOUSE Furnace 0.900 AFUE Crawlspace R-4.2 0.880 ACSplit 12.00 SEER Crawlspace R-4.2 0.910 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS HVAC SIZING Page 9 HVAC Project Title.......... Dasilva Residence Date........ 07/20/95 Project Address........ Ward Blvd. Oroville, CA. 95966 Documentation Author... Andrew B. Erickson Company ................ Sure Pass Energy & Design Telephone .............. (916) 533-4749 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-DASILVA Wth-CTZ11S92 Program -HVAC SIZING User#-MP1838 User -Sure Pass Energy & Design Run -Typical House GENERAL INFORMATION FloorArea ................. Volume.. ........... Front Orientation.......... Sizing Location............ Latitude... ..... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange........ ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1849 sf 17889 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY 90 .deg (E) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 10332 6736 Glazing Conduction ............... 9492 6170 Glazing Solar .................... n/a 15001 Infiltration ..................... 10175 4178 Internal Gain .................... n/a 2100 Ducts ............................ 3000 1709 Sensible Load .................... 32999 35894 Latent Load ...................... n/a 7179 Minimum Total Load 32999 43072 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment.