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HomeMy WebLinkAbout040-110-083[40-11-f3"S5 2312-90B,P,E,M rham ruction 040-110-083 04-1416 MAY,CHLOE 9771 ESQUON RD, DURHAM Cont: EAGLE TEC ADD/REMODEL F 0-083 05-0366CI16SQUON RD, DURHAM OWNER TRANSFER OWNERSHIP04-1416 `'' -__ r - - _ ,�. DOTES RESIDENTIAL PERMIT NO. _ 040-I 10-0:F'." 05-0866' MAY, CHLOE 9771 E, OUON RD, DURHAM Cont: OWNER TRANSFER OWNERSHIP04-1416 SPECIAL CONDITIONS :CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS - VERIFY a.. USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER /►/�mTft of �/�`1T� fi�Y JOB FINALED (Date) =3 Signature x�t _ e ' h - '4 s. SPECIAL CONDITIONS :CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS - VERIFY a.. USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER /►/�mTft of �/�`1T� fi�Y JOB FINALED (Date) =3 Signature x�t _ e ' h - '4 SPECIAL CONDITIONS :CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS - VERIFY a.. USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER /►/�mTft of �/�`1T� fi�Y JOB FINALED (Date) =3 Signature x�t insulation Certificate BUILDING OWNER: BUILDING LOCATION: Description of Installation ROOF Material Thickness (inches) Brand Name Thermal Resistance (R -Value) CEILING Batt or Blanket Type Brand Name Thermal Resistance. -(R -Value) Thic mess (inches) Brand Name Loose Fill Type Contractor's minimum installed weight/ft lb Minimum thiclatess inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) y EXTERIOR -WALL Material . ;& *rr_7 Thickness Cutches) 4a Brand Name Thermal Resistance (R -Value) RAISED FLOOR Material Brand Name Thickness (inches) /° Thermal Resistance (R -Value) SLAB FLOOR Material Thickness (inches) Width (inches) Brand Name Thermal Resistance (R -Value) FOUNDATION WALL Brand Name Material Thickness (inches) � _rmal Resistance (R -Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Feer y Efficiency Standards for new residential buildings contained in Title 24 of the Califon A rostra Code., Signature and Title Sub Contractor (Insulation Installer) Signature and Title License Number Date License Number Date THIS CERTIFICATE MUST'.BE PROVIDED S� BHN SING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY S JANUARY 1993 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB NO. 1660-0008 Federal Emergency Management Agency I Expires February 28, 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building A2, Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.Q. Route and Box No.( Company NAIC Number I 9771 Esauon Road City Durham State CA ZIP Code 95938 _ A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN_030_ll0_Q8.3 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential Addition A5. Latitude/Longitude: Lat. 39 def- 39 min 38 sec Lons..12_Ldeg 45�11�_S Sem Horizontal Daturii:'❑ NAD 1927 R] NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number See Comments A8. For a building with a crawl space or enclosure(s), provide: 732 +/- A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) sq ft a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attage •garage enclosure(s) walls within 1.0 foot above adjacent grade 6 walls within 1.0 foot above adjacent grade 1V7 c) Total net area of flood openings in A8.b 964 sq in c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name 8 Community Number B2. County Name B3. State Butte County Unincorporated_ 060017 Butte CA 64. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 0600700520 C Date Effective/Revised Date 06/08/98 Zone(s) AO, use base flood depth) 167.2.� feet N meters (Puerto Rico only) 04/20/00 AE 168.8 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other (Describe) 611. Indicate elevation datum used for BFE in Item 89: X1 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes] No Designation Date _ ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction' N Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30. AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARIAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized RM 59 Vertical Datum.__XG_V_D-1.929 ^_ Conversion/Comments N/A Check the measurement used. T a) Top of bottom floor (including basement, crawl space, or enclosure floor) b) Top the higher floor 168-95d feet 1-69,1 _0 feet ❑ meters (Puerto Rico only) ❑ (Puerto Rico of next c) Bottom of the lowest horizontal structural member (V Zones only) ---/ ❑ feet meters only) ❑ meters (Puerto Rico only) d) Attached garage (top of slab) i ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 167.2.� feet N meters (Puerto Rico only) (Describe type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG) 166; 6 N feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 16 3 [N feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information, I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ,Q�l®1 `1®0A7 ❑ Check here if comments are provided on back of form. Certifier's Name Lambert O. Lowe r RCE 59077 Title Civil Engineer Company Name NorthStar Engineering Addess - -� City Chico stateCA ZIP Code 95926 1 1 Mission Ranch Blvd suite 100 - for , 1i9 "� /_)"a`3/23/06 Jumpitu11C 530-893-1600 -`" PLACE`IGIN''�' rn FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number City Durham State CA ZIP Codeany NAIL Number 95938 Comp SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner Comments TBM: Rebar set near fence corner located west of northwest corner of addition. Elev.=167.02 A7) The Porch is building type 1; the Addition is building type 8. A8) Vent are gnly re uir,�d for the Addition. Assumed 90% of Gross Vent Area = Net Vent Area aignawre Date -70 3/23/06 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support. a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E'I-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only. enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see a e 8 of Instructions): the next higher floor 1-F, � aticn C,.b in the diagrams) of the building is _ ❑ feet ❑ :,,eter r .;uc.c ;.r Ih I�:. the HAO. u E3. Attached garage (top of slab) is .__F] feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or cornmunity-issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G1 ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. 7 G4. Permit Number G5. Date Permit Issued ( G6. Date Certificate Of CompliancelOccupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _._.._.__ ❑ feet ❑ meters (PR) Datum_. G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature - Date Comments------------- ----------_—__—__-- ----- ________—.__ 1:1 Check here if attachments FEMA Form 81-31. February 2006 Replaces all previous editions Building Street Address (including Apt., Unit, 9771 Esquon Road City Durham Building Photographs See Instructions for Item A6. Bldg. No.) or P.O. Route and Box No State CA ZIP Code For Insurance Company Use: Policy Number Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Addition- South side (3-17-06) Addition -North side (3-17-06) Ai, J=OK 7. 0 = Not OK Date NotReadyable MOBILE HOMES . = Zoning Requirements -Setbacks -Easements Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch Card B-1 Date Card B-1 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG it Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 7. Well Clearance & Disconnect Date 8. Utility Clearance 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel Date Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Card B-1 Date Card B-1 Date Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 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 Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch Date 11. Cert. of Occupancy 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability Date Card B-1 Date Card B-1 Date 5. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Elec.; Enclosures; Conduit Entries -Terminals -Listed 1. Zoning Requirements -Setbacks -Easements Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 2. Footings; Size -Spacing -Marriage Line Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 3. Blocking Health Department Approval 4. Gas; MH Test -Demand -Valve Plumb.; Cir. Test -Water Supply Test 5. Electricity; MH Test Light Niche 6. Water; MH Test Enclosure; Fencing -Alarms 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 it Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms it Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready Date UND F OR (Plans) OK except #'s Z ing-Setbacks-Easements-Flood-Slope tg., Main; Soils-Elec. Grnd.-/ Za/" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped §,*_mIualls, Garage; Steel-Blockouts-Wrapped Downs and Special Anchors SI teel-Wrapped 941w -Fire lace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electr 'Under round 13. PJe6ums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation RESIDENTIAL (Single & Duplex) 16. Insulation Date Card B-1 Date Card B-1 Date Card B- • Date Card B-1 Date PLUMBING (Permit) OK except #'s 4-7- Woter Htr.; Vent -Access -Combustion Air Baffle 115.Aater Pipe; Test & Anchor -Nail Protection M DO. M.; Test Fittings & Anchor -Nail Protection � . Shower Pan; Test, First Floor -Tub Access 21/ Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 . Date Card B-1 t s Date Card B-1 Date LECTRICAL (Permit) OK except #'s 24./Fixture & Transformer Clearance -Ins. Protection 29'.,,Elec. Receptacles Spacing -Lights & Switches at Doors ,Size Boxes & No. of Conductors Stapled ' Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Sills Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound 4'.. Bearing Walls over Girders & Floor Nailing Draft Stop in Walls ,�, . ,_ Y „ _ 4J.. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs .- , , t 46. Headers & Beams -Size & Bearing Date FR ING (Continued) 63. Date and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date M HANICAL (Permit) OK except #'s Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. C. Ducts Insulation & Support 53. Property Line Firewall & Openings Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 56. Attic Acces & Platform if Furnace in Attic 57. Date I 1,'0_>rd B-1 f6 ' a ( Date Card B-1 Date t '� f� Card B-1 Date Card B-1 Date FFLAMING (Permit) OK except #'s Elec. Trim, G.F.I. Receptacle -Underground Sills Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound 4'.. Bearing Walls over Girders & Floor Nailing Draft Stop in Walls ,�, . ,_ Y „ _ 4J.. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs .- , , t 46. Headers & Beams -Size & Bearing Date FR ING (Continued) 63. angers -Post Caps -Anchors -Connectors Date Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. ing-Nailing Veneer j . Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. amazing Area -Glass Protection -Skylights -Plastic Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B- Date Card B-1 Date rd B-1 • Date Card B-1 Date FI tans) OK except #'s 6efixt. Steps -Door & Sidelight Protection -Landings N:Pnoke Detector 6. Furnace Vents -clearance -Comb, Air -Connector - 80. In arage; Above Floor-Ducts-Mech. Protection 5�7e, oom Exiting I. & Bath Fixtures & Tub Access -Spa g:WEjpe'. Trim & Subpanel, Breaker Sizes & Labels _ 83. fairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wttrlr Htr; Vents -Clearance -Comb. Air Connector-P.R.V. V&rage; Above Floor-Mech. Protection 7 . Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (FF.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. uard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive D Yes G No-Malks O Yes O No/Planters D Yes ❑ No 84. . cco Brown -Finish W.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing M_qperior Elec. Trim, G.F.I. Receptacle -Underground �tilation Throughout House Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. er & Sewer Connected -C/O to Grade -HD Approval E rgy Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkler Datelj,(p Card B-1 A '1 Date Card B-1 Date _ +- p(o Card B-1 V_)A_Qb S Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: NOTES RESIDENTIAL ' 040-110-083 04-1416 1 MAY, CHLOE 9771 ESQUON RD, DURHAM Cont: EAGLE TEC ADD/REMODEL N - ®s-o8��� SPECIAL CONDITIONS SRA _kf/FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY �'- i f RESIDENTIAL ' 040-110-083 04-1416 1 MAY, CHLOE 9771 ESQUON RD, DURHAM Cont: EAGLE TEC ADD/REMODEL N - ®s-o8��� SPECIAL CONDITIONS SRA _kf/FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY �'- V= OK 0 = Not OK - = Not Applicable Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 5. 8. Utility Clearance 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Date Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghlg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit Card B-1 Date Card B-1 Date Health Department Approval 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 Date 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts -GF] 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 Lghlg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test .11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral U Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor U Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: : 1 46, BLFFTE COUNTY BUILDING DIVISION kPPROVED P. �-. * E to\/16 T- 776 �4 A A,--- , T*-� 1 l 0 '`re.. 000 e� (o 5--o 9 (o A-V9N o,�o 7-/3 V7- 12- I -JIM toy4c� .54.^6 01 51 17-11 BUTTE COUNTY DIVISION B -U -ILDING APPROVED Roof Beamf 2001 California Building Code (97 NDS) ) Ver: 6.00.7 By: Gregory A. Peitz, Architect on: 08-042005: 11:25:17 PM Project: O'BRIEN - Location: Summary: 5.5 IN x 5.5 IN x 8.0 FT / #1 - Douglas Fir -Larch - Dry Use Section Adequate By: 131.2% Controlling Factor: Section Modulus / Depth Required 3.62 In Deflections: Dead Load: DLD= 0.05 IN Live Load: LLD= 0.09 IN = U1059 Total Load: TLD= 0.14 IN = U678 Reactions (Each End): Live Load: LL-Rxn= 480 LB Dead Load: DL-Rxn= 270 LB Total Load: TL-Rxn= 750 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.22 IN Beam Data: Span: L= 8.0 FT Mabmum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 0.5 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Non -Snow Live Load: Roof Loaded Area: RLA= 48.0 SF Live Load Method: Method = One Roof Loading: Roof Live Load -Side One: LL1= 20.0 PSF Roof Dead Load -Side One: DLI= 10.0 PSF Tributary Width -Side One: TW1= 4.0 FT Roof Live Load -Side Two: LL2= 20.0 PSF Roof Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TVV2= 2,0 FT Roof Duration Factor: Cd= 1.25 Beam Self Weight: BSW= 7 PLF Slope(Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 8.0 FT Beam Uniform Live Load: wL= 120 PLF Beam Uniform Dead Load: wDadi= 67 PLF Total Uniform Load: —WT= 187 PLF Properties For: #1- Douglas Fir -Larch Bending Stress: Fb= 1200 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1500 PSI Adjustment Factors: Cd=1.25 Cf --1.00 FV: FV= 106 PSI Adjustment Factors: Cd=1.25 Design Requirements: Controlling Moment: M= 1499 FT -LB 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 675 LB At a distanced from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 11.99 IN3 S= 27.73 IN3 Area (Shear): Areq= 9.52 IN2 A= 30.25 IN2 Moment of Inertia (Deflection): Ireq= 20.24 IN4 1= 76.26 IN4 A BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION 1 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: License Number: Dale: Contractor: 'OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' Stale License Law for• the following reason (Sec. 7031.5 Business and Professions Code'. Any city or county. which requires a permit to construct, alter, Improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to rile a signed statement that he or she Is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penally of not more than rive hundred dollars ($500).): O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of properly who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not Intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Pfofessions Code. The Contractors' Slate License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Slate License Law.). ❑ I am Exempt under Article 3 of he Bus�inejs�s and Profes�siionns�gode Dale: 4 4 0 Owner: &06 122 ems' WORKERS' COMPENSATION DECLARATION I hereby affirm under penally 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. O 1 have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation insurance carrier and policy number are: Policy ZI I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Dale: Applicant: D WARNING: Fallure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. PERMIT NO. BP050866 Issued Date: 04/05/2005 APN: 040-110-083-000 Site Address: Map Index: Description: transfer of by 04-1416 to owner Owner: MAY, CHLOE 9771 ESQUON ROAD DURHAM,CA 95938 Applicant: MAY, CHLOE 9771 ESQUON ROAD DURHAM,CA 95938 Contractor: License #: Architect: Engineer: Total Square Ft: Valuation: Census Code 0 S. F. $0.00 oae: �q CONSTRUCTION LENDING AGENCY This permit Is her y Issued u er the pplica 1 hereby affirm that there Is a construction lending agency for the Resolutions to o work in sled abo a for �Yln' performance of the work for which this permit Is Issued (Sec 3097 Civ.) Name: By: PERMIT EXPfRES ON: Address: a firovlsWns of the Butte County Code and/or ees ve been paid. Dale: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19627.5 of California Health 8 Safely Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and slate laws relating to building conslructlon. I acknowledge it Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize represe latives of Butte County to enter upon the above mentioned property for inspection purposes. , Print Name: hnl0161 / -/ C4 y D� Br 1 ler) Signature: Dale: 11/tt l�C/ �i L f:J , — .. Owner ❑ Contractor ❑ Agent for Owner / ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER Last Name MAY irst Namt Its OLS r (/ �— Address 7 7/ 6�5 4-) v &I 40 City Pv%Z4-LA-ev'­� State CA-- Zip 3� Phone, 30_S9y_ 3gyC) Fax E-mail APPLICANT SIGNATURE X �0%pe 222" For office use only: CONTRACTOR Name U 1v (Giv &.-v /_l Address SRA City I No State Zip Phone Book Fax E-mail Planner Lic. # Class APPLICANT SIGNATURE X �0%pe 222" For office use only: ARCHITECT/ENGINEER Name A -YJ G ft -to -f -- Address SRA City I No State Zip Phone Book Fax E-mail Planner State License Number APPLICANT SIGNATURE X �0%pe 222" For office use only: APPLICANT NAME Name A -YJ G ft -to -f -- Address SRA City I No State Zip Phone Book Fax E-mail Planner APPLICANT SIGNATURE X �0%pe 222" For office use only: Zoning Propert re21 Flood Zone Cross Street SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BPO 5-066 BIN # LOCATION AP# Propert re21 Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: 77?-,(f3%ZY-L Ito 6wNL Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. 7 Received b : Amount: � r— Bldg W SRA Receipt #: U Sheriff SMIP 7 I I Dates V/ /f�� 5-1/ Total I I Page 1 of 2 I"CCv /-L/-V'/ SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED, ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS r Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 March 24, 2005 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 RE: Permit#04-1416 APN 040-110-083 To Whom It May Concern: I release all interest in the above permit for 9771 Esquon Road, Durham, CA. Please transfer this permit into the name of Chloe May (O'Brien), owner of this property. Sincerely, erry Lore Eagle Tec 9456 Jones Durham, CA 95938 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP041416 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 12/29/2004 APN• 040-110-083-000 the Business and Professions Code, and my license is in full force and effect. �— 7% License Class: License Number: _ Site Address: 77 �� (.tkY� J, Date: % 029 ` ®%Contractor: 6 ) Map Index: Description: ADD(731)COV(400)OPEN(400) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MAY CHLOE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 9771 ESQUON ROAD signed statement that he or she is licensed pursuant to the provisions of DURHAM, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95938 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, 'will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: MAY, CHLOE Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: EAGLE TEC not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 9456 JONES AVE ❑ I am Exempt under Article 3 of the Business and Professions Code DURHAM, CA 95938 (530) 895-3980 Date: Owner: jerry.eagletec@earthlink.net License #: 737452 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 1531 S.F. Valuation: $57,915.00 Census Code: Policy#: 1 certify that in the performance of the work for which this permit is 19 issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: U Applicant: WARNING: Failure to secure work compensation coverage is unlawful, and shall subject a( employ to criminal penalties and one I 1 O )r hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. L� O / p tiisb CONSTRUCTION LENDING AGENCY This permit is he eby issued under the applicable provisions of the Butte County Codra ?nrVor I hereby affirm that there is a construction lending agency for the performance of the work for which this is issued (Sec 3097 Civ.) Resolutions to d -wort indicated above for which fees have been paid. permit By d Name: ) 6� PERMIT EXPIRESU:01 Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpos Print Name:I (� G Cep1% Z Signature: pig Date: - —2 / — © 7 / ❑ Owner Contractor ❑ Agent for Owner 0 Agent for Contractor COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER a�fv- l(v-Ugh Proposed Building Use: 16Y Counter Technician: Date: I ems required in order to a ply for a permit. All boxes MUST be checked OR marked NA in order to a ply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and.signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! �7• 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form '1] 15. Sanitation and site plan approval from the Environmental Health Department in8thico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit........................................................................ A- 23. California Department of ForeVy plan approval ❑ paid. Sent by: ............. Planning approval (A) Use: �(B)Parking: (C) Parcel Check: [0 0 25. Contact Land Development about _ Improvements, _ Drainage ......................... l0' 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to 6wner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Dbed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone �• 3 3 22 and hold for pickup. C`cnkr. I have been infoym-,ed of the above items aQd requirements for obtaining a building permit. - 2 Applicant: � Date: 1. Index permit application for the abo a items nu b r • . Plan Check Letter 2. Additional items required Mans - designe ow , was advised of th ab ve ata by phone, ail, ❑ counter, by Date: 3 designer, owAer, was advised of the above data y C�'�Tione, ❑ mail, ❑ count b � Date: 0 1 ewed by: K Date: % yZ dY Plans approved by: Date Structural reviewed by: Date:Z o4 Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.H. USE DNLY Plot Nsa Attached Roos Ron Atnsched Sant 2 B.D. CO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 977/ �CS9 i VzZ ?V441� - do -64P.3, w-ner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold fina_fo . Am c earance O.K. for: NOTE: / 0 0 Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER t" A. P. # 6 D PROPROSED BUILDING USE 4i GIW1 7�ki 9d :1 Cal Dw k ,CPj7 DATE S - RECEIPT # DATE REC. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ SCHOOL DISTRICT FEES 2Uf h'41" C4i,iTI :::R(paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.). sq.rtg. 4. URBAN AREA FEES X $0.03 = $ (paid at Building Division) Residential (per unit)..... X = $ ri Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES :::tj1ZL" e=Qe�,, (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) T 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER _ (%� (" A�f�Cime of perr t applt�I JasaaJviselke above fees are requiredto a paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE / 9� O Pursuant to Government Code Section 66020, you are hereby named that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.O. No. 306.7-0077 NATIONAL FLOOD INSURANCE PROGRAM Expims December 11, 200E ELEVATION :CERTIFICATE ImRead the Instructions on p9es I -7. ELM SECTION -A-'--PltOP.EKTY.-.OWNER INFORMATION For Insurance Commw Usw. Gerald Lorenz BUILDING STREET ADDRESS onduckV Apt, Unit. Suite, and/or Bldg. No.) OR P.O. ROUTE AND Box. No. Company NAIC Number 9771 Esquon Road CITY Durham STATE ZIP CODE CA 95939 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number. Legal Descr"w. etc.) APN. 040-110-083 BUILDING USE (e.g.,-.Resklentiak Nior"vsklenfiak Addition. Aammory, etc. the a Comments area. if -neo—wsM.) A LA I I I wriLUMA-1 Uut tur I IvriAL) "UPULUN IAL UA I UK - -SOURCE: u OPS (Ty09Y #ir-#Ir- or WAMW) - �_j NAD 1927 L__j NAD 1983 �iUSGSQuad Map L-JOHM. B4.MAP-AND PANEL B5: SUFFIX B6. FIRM INDEX .. B7 FIRM PANEL B8. FLOOD B91., BASE 110011-ELEVATION(S) . . NUMBER U d) Atftichecl- garage (top of slab) NA DATE EFFECTWJREMED DATE ZONE(S) '(ZoneAdi"' 06007C0520 C, April 20, 2000. June 8, 1998.. AE 168.8 B10. Indicate the source of ftbaiise Flood Elevation (BFE).data or base flood'd6pth dhter6cl'jri 139; FISProfile L4 FIRM Community Determined u Other (Descii6e)" B 11. Indidata-.116 elevation datum used for the 8FE in Bg: LX_j NGVD 1929 � -1-N.AVEY119-6--.8--* 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or. Otherwise'Protected 'Area (OPA)?' Yes No Designation -Date, M U W.T."AbUlu AO. K W C1. B•u ifta'.etevaU6M-Arb b&6d'o''n' WlConstiudion WkWM60.' *A'new El,*ee4,o,n'Cer*We.*4]lie ,re-q(Ai-i'�4.4"e"- doN0N6tIdn-'of' WIft"iiii, g-s?coff!p_ C2. Building Diagram Number _L�. .(Webt the building . diagram most. shifar to the: -buil-ding - 'f& "Ith tfiis-oeitificate W b6k4comp4eted - see p es 6 and'7. If no diagram aocuta the building; din piqvfdO a skb 0 or Ph C3. Elevations ZonesiAll. iAE.'.-AH 'A(with :6'FE)VE, *.Vl;,V3O*V,('W"".W-B ;:AR1A1-A30,AR/AHAR/AO - d CQMiAeto-ii4rts�*C*3'A"�.ibe�.a�rdingt'Dthe'biAlding:dlagrams�blddihltd�n.0 "Stdt6-ft ittumiisW."Otm-dktLi-m-'Kcrffererit'from the ddtum uied'16rth4Bk5in'S'6'doW5j . convert .th6'dd'W.'Mtothat u's''W.'fb.rth.b.-B'*FE- *.Show fi'e:ldmeasurements and datum "conversion calwWbol. U- the'- space provided or the Commants areaof-S4Wf�'GP Section 6f -S : - as appropriate; to document the datumconversion. Datum Converslo'n/Conimenits. Elevation reienertce mafk used RM 59 Does the elevation reference mark used al n 166 ' I U a) Top of bo 96& (including basement or enclosure) fL(m). Q b) Too of neAtigher floor 169 .8. fL(m) 0 c) Bottom of lowest horizontal structural member (V zones only) fL(m) U d) Atftichecl- garage (top of slab) NA fL(m) 0 e) Lowest elevation of machinery and/or equipment W servicing the building (Describe In a Comments. am.) 168. 8 fL(m) 2 U Q d Loweadjacent (finished)grade(LAG) 166 L fL(m) z U. g)' Highest adjacent (fifilstwo grade (HAG) 1-67 ft.(m) Q. h) No. of permanent openings (flood vents) within I ft. above adjacent grade See comments Q Q Total area of all permanent openings (flood vents) In C3ALe cOmmV in. (sq. cm) This certification Is to be signed and seal6d. by. a Iand'siirwyi*, engineer, 'dr arichitect authorized b' I-* to ow* elevation Information. y I cerEkthat the Inform mon in Sections A 0, and C on M. ceMcate ropromts my bed efforts to lrftMmf the data avagable. I understand that any false statement may be punish" by One or Imprisonment &War 18 U.S Code, Section 1001. LAMBERT O. LOWE. RCF -59077 TITLE CIVIL ENGINEER COMPANY NAME NORTHSTAR ENGINEERING ADDRESS 20 DECLARATION DRIVE CITY CHICO STATE CA ZIP CODE 95973 IJA I 1: 4 -5-04. TELEPHONE ie' (530) 893-1600 FEMA Form 81-31, January. 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these. spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREETADDRESS (Includinti.ApL, Unit, Suite, andlor Bldg. Na) OR P.O, ROUTE AND BOX NO. I Policy Number CITY Durham STATE CA ZIP CODE I Company MAIC Number 95938 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS Rebar set near fence corner located west of northwest corner of proposed addition. Elev. =167.02 C3 h and i) ADDITION: 8- 8"x14" vents, Vent area = 896 in^2, Addition area = 732 ft^2 . PORCH: 5- 8"x14" vents Vent area = 560 in A2, Porch area = 480 ft^2 Vents need to be within 1' of adjacent grade, both inside and outside stem wall. Vents need to.be ori at least two sides. SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE1 For Zone AO and Zone A (without BFE), complete Items E1: through ES. ff the Elevation Certificate is intended for use as supporting Information for a LAMA or LOMR=F, .Seddon C must be completed. . E1. Building Diagram Number (Select the building diagrain most similar to the building for which this certificate Is being completed - see pages 6 and T. •ti no diagram accurately represents the building, provide a sketch -or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is J_J_J It. (m) J—L_� in. (cm) J_J above or J_J below (check one) the highest adjacent grade. (Use natural grade, If available.) E3. For Building Diagrams 6-8 with openings (see page n, the next higher floor or elevated floor (elevation b) of the building is (m) L_�_Jin. (cm) above the highest adjacent grade. Complete Items C3.h and C3.1 on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is J_j_J ft. (m) J_�_J in. (cm) above or J_J below (check one) the highest adjacent grade. (Use natural grade, if available.) E5. For Zone AO only: If no flood depth number Is available, Is the top of the bottom floor elevated in acoordance with the community's in Section The property owner or owner's authorized representative who completes Sections A. B, C (Items C3.h and C3.1 only), and E for.Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS here if The local official who is authorized by law or ordinance to administer the community"s floodplain management ordinance can complete Sections A. B, C (or E), andlG of this. Elevation Certificate. 'Complete the applicable Item(s) and sign below. G1. J_J The information In Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect w io is authorized by state or local law to certify elevation information. (Indicate the source and date of the 'elevation data in the Comments area below.) G2. J _J A community official completed Section E for a building located in Zone A (without a FEMA -Issued or community -issued BFE) or = -.Zone AO. - G3. C4 the following information (Items G4 -G9) is provided for community floodplain management purposes. I G4. N� MK NUMBER ' I Gb. DATE PERMIT ISSUED 16. ISSUED CERTIFICATE OF COMPLIANCE/OCCUPANCY I GT. This perrmit has been issued for. J_J New Construction 1_1 Substantial Improvement G8. Elevation of as�bullt lowest floor (including basement) of the building is: _ ft. (m) Datum:" G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft. (m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS LI Check here if attachments FEMA 06rm 811, January 2003 Replaces all previous editions BUTTE.COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District D 1,4-r Building Department No. © L/ " 1 4 10 A.P. Number 40-11D-013 3 Jurisdiction: City ' County Property Owner C\ p / y` G U ' I n Property Location/Address 9-7-71 ES A iii d IV �i�t_ OU r L r'h.VA Subdivision Lot No. ................................................................................................................., Residential Development 0 Sq. Footage 7 3 + No of Living Mobile Home Addition/ *Supplemental to (Group R) ::_ �- d .,.j.----L—Units(- -J--Installatibn-Conversion: Permit#) - t.. ?_ ,.Y -• .. -.. , .�..• .- - *(No foundation inspection): ................................................................................................................... Commercial/Industrial New Addition Building Department Representative rians reviewed ov acnooi uisinci rersonnei Sq. Footage (Including Exterior Roofed Areas) $'2.-0�( Date District Identification No. C , ;? 8 7 /2 U M / rt Ci) School District certifies that O of o c MAS/ 166b i/ (Applicant) 9-7 '7/ &SQyoA-) �i 89y- 3830 (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. (4 (State) 0.;� - 0 A 9593 9 (Zip Code) by payment of $ 1S6 T• T Z representing square feet. _,. :: AB 2926 ` - S FULL MITIGATION $ School District Representative Paid by Check # Remarks: Date 9-13-6 y Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, incompliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit ►you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM BUTTE DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): Ll O— I 10 — O 83 Property Owner (s): Project Location/Add Subdivison Name: Type of Residential Development (check one): New Development A eft ration/Addition Assessable Square Footage: r% 0 3 U Mobile Home (s) U Non -Residential to Residential Comments: '.i.r.•.c�...M...r:5�w-:+.2,«s� ;.,. "�t'`1,�-F;e.�. _+t—. rw.:.ca.:t•u.r•.��.-+n1-..�s.�''t:r•v.9�.�r,,..:.��.. .�+..=•?•�.�.-c.at-cx-�'. sa.w xvvc�e'ir sic: i�•..,nr5w•-.5d.....; .'+..,'+pis Building Division FAepresentative Date Durham Recreation and Park District (DRPD) certifies that Ch log. M� U��r!eyt �S'ry-38W _ Applicant Name Applicant Phone Nuri ber -7-7 I E� Street Add uvn RA 1)Ux aAll City State Zip Code has complied with`the requii emer is of"the-Butte County Board of Supervisors Resolut-i-bri-No. �. 93 - 114 by payment for -7 0,5 square feet at $ 1.04 per square foot for a total payment of 131 . �a (%J,3� IM/11rab-L') , 13 /oq ©RPD Representative Date PAID BY CHECK No.: BANK No.: 1 I - 35 PAID BY CASH: RECEIPT No.: aO I a9 Remarks: DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION FS August 2, 2004 Chloe May 9771 Esquon Rd. Durham, Ca. 95938 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 040-110-083-000 Building Permit Number: 04-1416 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. The enclosed school form fee is to be completed by the Durham Unified School District and the completed form returned to this office. 2. The enclosed park facility fee form is to be completed by the Durham Recreation and Park District and the completed form returned to this office. ST CTURAL COMMENTS: Please indicate species, size and on center spacing of framing members for roof area over the d'ning room addition and at roof over framing. Also indicate for ceiling joists at the dining room addition. Provide modified truss details dated 2/12/04 as noted in the truss review letter from engineer. �Specif roof sheathing and roof covering materials. �le e revise the elevation views to match the roof plan. Revise elevation views to show the le roof over -framing of the existing roof as shown on the roof plan. S ci decking materials to be used for construction of the open deck over the new patio. P vV.J.•_ framing refers to details 1/S4.0 and 2/S4.0. Should these be details I/S2.0 and 2/S2.0? r.The clarify. teral line layout (page 5 of the structural calculations) does not match the plans. Please correlate. The wall lines are designated differently and the area at the front of the new covered deck is shown set back from the front of the house on the plans but is shown in line Vwith the front of the house in the calculations. Please clarify. Please specify connection of beam B5 to the shear wall alon wall line 3 as required to transfer drag forces to the shear wall and provideorting calculations Please show the existing covered porch beam on the p ans t tt is to remain. If the existing beam is to be removed then revise location of beam B5 to provide support for the existing trusses and show how the deck floor joists will be supported. 1 of 2 11�4pecify column bases required to connect posts to footings for the 6x6 posts that support bea B5. The calculations indicate that beam B5 is 16.5' long but detail 2/S2.0 indicates t t the beam extends the length of the covered deck. Please clarify. If the beam is continuous provide uplift connection at the front support if required. Specify hanger required to support beam B 1 at the LVL beam shown on the roof framing Vlan. . Please specify building materials that are approved for direct contact with water at locations low the base flood elevation. S,pHecify size and spacing of wall studs. 1&41ndic to size of girder supporting the floor joist at the dining/bedroom. �i�a''.t'� �'� C �,rw�r,`•c•� 5 sing 1000 psf allowable soil bearing pressure it appears the spread footings supporting the floor girders, intermediate support at beam Bl, and the intermediate support for beam B5 are verstressed. Please provide calculations or revise. PIC se provide shear transfer details of the roof diaphragm connections to the shear walls and ey details to the plans. lease provide details of shear transfer from the shear walls to the foundation and key details t e plans. how size and location of flood vents as required by the flood elevation certificate on the foundation plan. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. 9 �� Russell Bloomfield Plans Examiner cc: Michael Hubley, S.E. Philo Hunt, P.E. Plan Check Engineer 2 of 2 Multi -Loaded Beam[ 2001 California.Buildinq Code (01 NDS) ) Ver: 6.00.5 By: rbloomfield , Butte County on: 07-22-2004: 12:14:45 AM Project: new bed - Location: Summary: (2 ) 1.75 IN x 11.25 IN x 10.0 FT (4 + 6) / 1.9E Microllam - Trus Joist -MacMillan Section Adequate By: 836.1% Controllinq Factor: Area/ Depth. Required 3.38 In Laminations are to be fully connected to provide uniform transfer of loads to all members Left Span Deflections: Dead Load: Live Load: Total Load: Center span Deflections: ' Dead Load: Live Load: Total Load: Left End Reactions (Support A): Live Load: Dead Load: Total Load: Bearinq Lenqth Required (Beam only, support capacity not checked) Center span Left End Reactions (Support B): Live Load: Dead Load: Total Load: Bearinq Lenqth Required (Beam only, support capacity not checked) Center span Riqht End Reactions (Support C): Live Load: Dead Load: Total Load: Bearinq Lenqth Required (Beam only, support capacity not checked) Dead Load Uplift F.S.: Beam Data: Left Span Lenqth: Left Span Unbraced Lenqth-Top of Beam: Left Span Unbraced Length -Bottom of Beam: Center span Lenqth: Center span Unbraced Lenqth-Top of Beam: Center span Unbraced Length -Bottom of Beam: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Left Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Center span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Properties For: 1.9E Microllam- Trus Joist -MacMillan Bendinq Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Compression Face in Tension): Adjustment Factors: Cd=1.25 CI=0.97 Cf=1.01 Fv': DLD-Left= LLD -Left= TLD -Left= DLD-Center= LLD -Center= TLD-Center- LL-Rxn-A= DL-Rxn-A= TL-Rxn-A= BL -A= LL-Rxn-B= DL-Rxn-B= TL-Rxn-B= BL -B= LL-Rxn-C= DL-Rxn-C= TL-Rxn-C= BL -C= FS= L1= Lu1-Top= Lu1-Bottom= L2= Lu2-Top= Lu2-Bottom= Cd= U U 0.00 IN 0.00 IN = U43925 0.00 IN = U37255 0.00 IN 0.00 IN = U16808 0.01 IN = U8859 324 LB 216 LB 540 LB 0.21 IN 1163 LB 1242 LB 2404 LB 0.92 IN 459 LB 465 LB 924 LB 0.35' IN 1.5 4.0 FT 2.0 FT 4.0 FT 6.0 FT 2.0 FT 6.0 FT 1.25 360 240 wL-1= 180 wD-1= 180 BSW= 12 wT-1= 372 wL-2= 180 wD-2= 180 BSW= 12 wT-2= 372 Fb= Fv= E_ Fc_perp= Fb'= Fv'= 2600 285 1900000 750 PLF PLF PLF PLF PLF PLF PLF PLF PSI PSI PSI PSI 3183 PSI 356 PSI Adjustment Factors: Cd=1.25 Design Requirements: Controllinq Moment: M= -1303 FT -LB Over left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 1, 2 Controllinq Shear: V= 999 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 1, 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 4.91 IN3 S= 73.83 IN3 Area (Shear): Areq= 4.21 IN2 A= 39.38 IN2 Moment of Inertia (Deflection): Ireq= 11.25 IN4 1= 415.28 IN4 0\ Multi -Loaded Beam[ 2001 California Building Code (01 NDS)1 Ver: 6.00.5 By: rbloomfield , Butte County on: 07-21-2004: 3:08:22 PM Proiect: - Location: Summary: (2 ) 1.75 IN x 11.25 IN x 11.5 FT / 1.9E Microllam - Trus Joist -MacMillan Section Adequate By: 77.9% Controlling Factor: Moment of Inertia / Depth Required 9.29 In ' Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.16 IN Live Load: LLD -Center= 0.16 IN = U870 Total Load: TLD -Center= 0.32 IN = U427 Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 1829 LB Dead Load: DL-Rxn-A= 1899 LB Total Load: TL-Rxn-A= 3728 LB Bearing Length Required (Beam only, support capacity not checked): BL -A= 1.42 IN Center Span Right End Reactions (Support B): Live Load: LL-Rxn-B= 1829 LB Dead Load: DL-Rxn-B= 1899 LB Total Load: TL-Rxn-B= 3728 LB Bearing Length Required (Beam only, support capacity not checked): BL -B= 1.42 IN Beam Data: Center Span Length: L2= 11.5 FT Center Span Unbraced Length -Top of Beam: Lu2-Top= 2.0 FT Center Span Unbraced Length -Bottom of Beam: Lu2-Bottom= 11.5 FT Live Load Duration Factor: Cd= 1.25 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 318 PLF Dead Load: wD-2= 318 PLF Beam Self Weight: BSW= 12 PLF Total Load: wT-2= 648 PLF Properties For: 1.9E Microllam- Trus Joist -MacMillan Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb' (Tension): _ Fb'= 3255 PSI Adjustment Factors: Cd=1.25 CI=0.99 Cf=1.01 - Fv': Fv'= 356 PSI Adiustment Factors: Cd=1.25 Design Requirements: Controlling Moment: M= 10717 FT -LB 5.75 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 3131 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 39.51 IN3 S= 73.83 IN3 Area (Shear): Areq= 13.18 IN2 A= 39.38 IN2 Moment of Inertia (Deflection): Ireq= 233.49 IN4 1= 415.28 IN4 0\ Paqe: 2 Multi -Loaded Beam[ 2001 California Buildinq Code (01 NDS) ) Ver: 6.00.5 By: rbloomfield , Butte County on: 07-21-2004: 3:24:50 PM Project: - Location: Area (Shear): Areq= 11.71 IN2 A= 39.38 IN2 Moment of Inertia (Deflection): Ireq= 42.84 IN4 1= 415.28 IN4 Multi -Loaded Beam( 2001 California Buildinq Code (01 NDS)1 Ver: 6.00.5 By: rbloomfield , Butte County on: 07-21-2004: 3:56:28 PM Project: - Location: Summary: 5.125 IN x 13.5 IN x 16.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 14.0% Controlling Factor: Moment of Inertia / Depth Required 12.92 In Center Span Deflections: Dead Load: DLD-Center- 0.13 IN Live Load: LLD -Center- 0.47 IN = U411 Total Load: TLD -Center= 0.60 IN = U321 Camber Required: C= 0.13 IN Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 4800 LB Dead Load: DL-Rxn-A= 1335 LB Total Load: TL-Rxn-A= 6135 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL -A= 1.84 IN Center Span Riqht End Reactions (Support B): Live Load: LL-Rxn-B= 4800 LB Dead Load: DL-Rxn-B= 1335 LB Total Load: TL-Rxn-B= 6135 LB Bearing Length Required (Beam only, support capacity not checked): BL -B= 1.84 IN Beam Data: Center Span Lenqth: L2= 16.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length -Bottom of Beam: Lu2-Bottom= 16.0 FT Live Load Duration Factor: Cd= 1.25 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 600 PLF Dead Load: wD-2= 150 PLF Beam Self Weight: BSW= 17 PLF Total Load: wT-2= 767 PLF Properties For: 24F -V4- Visually Graded Western Species Bendinq Stress: Fb= 2400 PSI Shear Stress: Fv= 240 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bendinq Stress of Comp. Face in Tension: Fb_cpr= 1850 PSI Adjusted Properties Fb' (Tension): Fb'= 3000 PSI Adjustment Factors: Cd=1.25 Fv': Fv'= 300 PSI Adjustment Factors: Cd=1.25 Design Requirements: Controllinq Moment: M= 24538 FT -LB 8.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controllinq Shear: V= 5276 LB At a distance d from riqht support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 98.15 IN3 S= 155.67 IN3 Area (Shear): Areq= 26.38 IN2 A= 69.19 IN2 Moment of Inertia (Deflection): Ireq= 921.45 IN4 1= 1050.79 IN4 Multi -Loaded Beam[ 2001 California Buildinq Code (01 NDS) ) Ver: 6.00.5 By: rbloomfield , Butte County on: 07-22-2004: 1:37:44 PM Prosect: - Location: Summary: 5.125 IN x 15.0 IN x 23.�FT 5 + 16.5) / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate Controlling Factor: Section Modulus / Depth Required 11.25 In Left Span Deflections: Dead Load: DLD-Left= -0.01 IN Live Load: LLD -Left= -0.03 IN = U2948 Total Load: TLD -Left= -0.03 IN = U2451 Center span Deflections: Dead Load: DLD-Center= 0.06 IN Live Load: LLD -Center= 0.22 IN = U891 Total Load: TLD -Center— 0.28 IN = U703 Left End Reactions (Support A): Live Load: LL-Rxn-A= 1812 LB Dead Load: DL-Rxn-A= -124 LB Total Load: TL-Rxn-A= 1688 LB Design For Uplift Loads (Includes Uplift Factor of Safety) Rxn-A-min= -2378 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL -A= 0.51 IN Center span Left End Reactions (Support B): Live Load: LL-Rxn-B= 10233 LB Dead Load: DL-Rxn-B= 2877 LB Total Load: TL-Rxn-B= 13110 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL -B= 3.94 IN Center span Riqht End Reactions (Support C): Live Load: LL-Rxn-C= 4062 LB Dead Load: DL-Rxn-C= 1127 LB Total Load: TL-Rxn-C= 5189 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL -C= 1.56 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Lenqth: L1= 6.5 FT Left Span Unbraced Lenqth-Top of Beam: Lu1-Top= 2.0 FT Left Span Unbraced Length -Bottom of Beam: Lu1-Bottom= 6.5 FT Center span Lenqth: L2= 16.5 FT Center span Unbraced Lenqth-Top of Beam: Lu2-Top= 2.0 FT Center span Unbraced Length -Bottom of Beam: Lu2-Bottom= 16.5 FT Live Load Duration Factor: Cd= 1.25 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Left Span Loading: Uniform Load: Live Load: wL-1= 600 PLF Dead Load: wD-1= 150 PLF Beam Self Weight: BSW= 19 PLF Total Load: wT-1= 769 PLF Center span Loading: Uniform Load: Live Load: wL-2= 600 PLF Dead Load: wD-2= 150 PLF Beam Self Weight: BSW= 19 PLF Total Load: wT-2= 769 PLF Properties For: 24F -V4- Visually Graded Western Species Bendinq Stress: Fb= 2400 PSI Shear Stress: Fv= 240 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bendinq Stress of Comp. Face in Tension: Fb_cpr= 1850 PSI Adjusted Properties Fb' (Compression Face in Tension): Fb'= 2212 PSI Adjustment Factors: Cd=1.25 CI=0.96 Fv': Fv'= 300 PSI Adiustment Factors: Cd=1.25 Design Requirements: Controllinq Moment: M= -19914 FT -LB Over left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 1, 2 Controlling Shear: V= 6661 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 1, 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 108.04 IN3 S= 192.19 IN3 Area (Shear): t Areq= 33.30 IN2 -)� G /" Moment of Inertia (Deflection): J ' 1 A= Ireq= 76.88 582.08 IN2 IN4 Paqe: 2 Multi -Loaded Beamf 2001 California Buildinq Code (01 NDS) ) Ver: 6.00.5 By: rbloomfield , Butte County on: 07-22-2004 : 1:37:44 PM Project: - Location: 1= 1441.41 IN4 65 0/0 'vBf Multi -Loaded Beam( 2001 California Buildinq Code (01 NDS) ) Ver: 6.00.5 By: rbloomfield , Butte County on: 07-21-2004 : 3:48:39 PM Prosect: - Location: Summary: 24F -V4 - Visually Graded Western Species - Dry Use 5.125 IN x 13.5 IN&4:. P.Controlling Section Adequate Factor: Moment of Inertia / Depth Required 13.33 In Center Span Deflections: Dead Load: DLD-Center= 0.15 IN Live Load: LLD -Center- 0.53 IN = U374 Total Load: TLD -Center- 0.68 IN = U293 Camber Required: C= 0.15 IN Center Span Left End Reactions (Support A): - Live Load: LL-Rxn-A= 4950 LB Dead Load: DL-Rxn-A= 1376 LB Total Load: TL-Rxn-A= 6326 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL -A= 1.90 IN Center Span Riqht End Reactions (Support B): Live Load: LL-Rxn-B= 4950 LB Dead Load: DL-Rxn-B= 1376 LB Total Load: TL-Rxn-B= 6326 LB Bearing Length Required (Beam only, support capacity not checked): BL -B= 1.90 IN Beam Data: Center Span Lenqth: L2= 16.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length -Bottom of Beam: Lu2-Bottom= 16.5 FT Live Load Duration Factor: Cd= 1.25 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 600 PLF Dead Load: wD-2= 150 PLF Beam Self Weight: BSW= 17 PLF Total Load: wT-2= 767 PLF Properties For: 24F -V4- Visually Graded Western Species Bendinq Stress: Fb= 2400 PSI Shear Stress: Fv= 240 PSI Modulus of Elasticity: Ex= 1800000 PSI Ev= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bendinq Stress of Comp. Face in Tension: Fb_cpr= 1850 PSI Adjusted Properties Fb' (Tension): Fb'= 3000 PSI Adjustment Factors: Cd=1.25 Fv': Fv'= 300 PSI Adiustment Factors: Cd=1.25 Design Requirements: Controllinq Moment: M= 26096 FT -LB 8.25 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controllinq Shear: V= 5567 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 104.38 IN3 S= 155.67 IN3 Area (Shear): Areq= 27.84 IN2 A= 69.19 IN2 Moment of Inertia (Deflection): Ireq= 1010.57 IN4 1= 1050.79 IN4 65 0/0 'vBf 0 �3, 5 0- 46 Multi -Loaded Beam( 2001 Calif/mi,:ildinq Code (01 NDS)) Ver: 6.00.5 By: rbloomfield , Butte County on: 07-21-2004 : 3:46:38 PM Proiect: - Location: Summary: 5.125 IN x 13.5 IN x 16.5 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Inadequate By: 1.3% Controlling Factor: Moment of Inertia / Depth Required 13.56 In Center Span Deflections: Dead Load: DLD-Center= 0.18 IN Live Load: FAILED LLD -Center= 0.56 IN = L1355 Total Load: TLD -Center= 0.73 IN = U270 Camber Required: C= 0.18 IN Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 5214 LB Dead Load: DL-Rxn-A= 1640 LB Total Load: TL-Rxn-A= 6854 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL -A= 2.06 IN Center Span Riqht End Reactions (Support B): Live Load: LL-Rxn-B= 5214 LB Dead Load: DL-Rxn-B= 1640 LB Total Load: TL-Rxn-B= 6854 LB Bearing Length Required (Beam only, support capacity not checked): BL -B= 2.06 IN Beam Data: Center Span Lenqth: L2= 16.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length -Bottom of Beam: Lu2-Bottom= 16.5 FT Live Load Duration Factor: Cd= 1.25 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 632 PLF Dead Load: wD-2= 182 PLF Beam Self Weight: BSW= 17 PLF Total Load: wT-2= 831 PLF Properties For: 24F -V4- Visually Graded Western Species Bendinq Stress: Fb= 2400 PSI Shear Stress: Fv= 240 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bendinq Stress of Comp. Face in Tension: Fb_cpr= 1850 PSI Adjusted Properties Fb' (Tension): Fb'= 3000 PSI Adjustment Factors: Cd=1.25 Fv': Fv'= 300 PSI Adiustment Factors: Cd=1.25 Design Requirements: Controllinq Moment: M= 28274 FT -LB 8.25 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controllinq Shear: V= 6032 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 113.09 IN3 S= 155.67 IN3 Area (Shear): Areq= 30.16 IN2 A= 69.19 IN2 Moment of Inertia (Deflection): Ireq= 1064.47 IN4 FAILED 1= 1050.79 IN4 - c 17' c c 1 c 1 u 1 it - I U . .I, LL` . - _ I . Lj r OPT VANry ' a I ♦ - 11f1Y fKa OV•T C 15'-10' 120'-S' .30'-Y �• 44' bb' n 17201 1720 2470/ 7370€ • 49008 -- �la20f i ( OPT RECESSEO Ell NJAOcel4MGUM000 - , 3810 I / . r r �12' . b'=4' 1T-4' 8'-B" 10'-4' li'-4"� MH 9321 v — — VOL. - -1-- - a SEC. 4 355. _ z R�VIEWFp AND'IS�JEO 8Y ILL. 51 PC.6-100A OCKVICES :30# -CENTERLINE SUPPORT -REQUIREMENTS-^--`--_-- � � - - . _ - ---_ ---- � --- - - DRAB BY VANDANA R9 . THIS' SHEtf IS TO BE INSERTED WITH SUPPLEMENT TO FIELD -INSTALLATION MANUAL FOR DAM 03 2s 2aO4 30# ROOF .ZONE SNOW LOAD. SEE ABOVE PRINT FOR LOAD REQUIREMENTS AND LOCATIONS. 30# ROOF DESCRIPTION 1 DRAWNGNUMBER UVE LOAD 6628-3CIK-2B-,CATH 7434—CT P b -c- Al n/ 2 t r u c- f- J's.v e 6 p 1-t I e )o l evv 3 �v r 5 f,e i S oL ~ .� t &AJ AJf ! �cr o p e...o �� �,,, L ; ,�,,�,� div 3'�'�••� rr a (' �/`�-s.�. Ill—( p 4,v, r % 4! .�.li `� �';'tJL� �►?a-� �fj LZ S �J t L vwn1 o AJ Ua0- �i S�c�:•a �L t� 4- 2/.4 5.�- 3 A5.1 • ,�a f� i� sµApps` -4-a �y�� 3,q y•/ r er �AAAAech December 16, 2004 VerticalTechnology Engineering M Rb Lt&Aoe #200, Oix4 CA, 999% Ph (530) 899$/16 Fax (5M) 899-11M RE: May Addition, 9771 Esquon Rd., Chico, CA To Whom it May Concern: I have reviewed the truss calculations by Longfellow Lumber Co. dated 12-13-04 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations. Sir^ere'„ Mi S.I O , �.. C)% VerticalTechnology Engineering 383 Pm LhbA,& M, Chien, CA 99926 Ph (530) 8998716 Fax(530)89911M February 11, 2004 RE: May Addition, 9771 Esquon Rd., Chico, CA To Whom it May Concern: I have reviewed the truss calculations by Longfellow Lumber Co. dated8-0 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations Sincerely, Mike S.E. 0• C 60387 P. W C' 1. .4 g SITE PLAN REVIEW APPLICATION Date: 10 10-4 AP# Oy o- 110 Permit Number (if applicable) 0 Lt'(LI(611t) APPLICANT INFORMATION Parcel Size: Owners Name: oc Owners Address: "/I I f &:j ,Z) Z ,_'YA Telephone No.: D IS —3 b Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ® Residential Accessory addavn ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ® Site Plan Stamped Approved* - By Q 6k&. Date 0 ld Page -1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY (� Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ® Expansive Soils (Test for expansive soils and if verified proper foundation design required) V�p ❑ SRA - (CDF to determine -specific requirements) 100 -Year Flood Plain: (See �� hed) • Flood Zone: • Flood Panel No.: 0&007CWS;7.2 Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the Califomia Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------------------------------------------------------------- —-- ❑ Detached Building Use Form ElEncroachment-Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A—/0 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways _ Fire Prevention Subdivision Map Front P? -O I - Side ' O Side Street Rear 10 1 Height Waterway N/A N/AN/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) s Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with Coiinty Standards for Deed Creation:[] No Yes a Comments: (/lO'tCS. NSF -4 _ O d e F E Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ 'Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Paize 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: a Lot: k AKA- 93 ❑ Use Permit/Minor Use Permit Permit Number: Book: T Page: C723 Date of Approval: Parcel Map/Subdivision Map[Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with 'residential development. ,Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa PaLye 4 of i f i F j Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CA arrys\Building Permit Site Plan Reviewl.doc Page 5 of S 0 3 611 ad ",f v0 8' vna ;z- 7 7i g vno2 3& g- mdP2 23, 27 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm . Water Permit and Storm Water Pollution [LESS THAN 1 ACRE1 Prevention Plan (SWPPP) Acknowledgement Project Title: 6Z By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb I acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: X� Title: Q r' Date: v Y, � • q - `; RE l E TIAL 40-11-23 2312-90B,P,E,M Y COMER, A.B. 9771 Esquon Rd, Durham Contr: Mello Construction (new sf ) '29-010 - �!� � PP tZo J R � Pt.R.�s - /3 ;-A.�4--•� i 2_7✓qO GAs A�,y-r1-14�►" OFFICE COPY Address -9-1-71 E5 L 6 ej I GAS to -(Z- 0 Meter By— ELECTRIC y Date— ELECTRIC Meter By Date �- OFFICE COPY Address _7 7,71 6 SQ l�O,J GAS Meter By Date ELECTRIC T i Meter By Date d ` -`� F JOB FINALE Signature J=OK O = Not OKNot f =NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2, Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /' L" ft. / P'Nat. or/ /" L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date I 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 {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.-Coonectors 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 boa rds-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 t' 4 O O = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date SAAMING (Continued) Date UND FLOORPlans OK except #'s ing-Setbacks-Easements-FI Slope . FO., Main; Soils-Elec. Grnd.-/%?1" Ft . Depth tg., Garage; Soils-Steel-Elec. d.-/ ,'r Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth temwalls, Main; Steel -Blockouts-Wrapped temwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel Q/D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test %plood'as Pipe; Size -Anchors 1 ater Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 19,-.Aiaraertl5 & Ducts; Clearance -Material -Support -Ins. 1 Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date Card B-1 Date 8-Z Card B-1 DateF,O Card B-1 Date Card B-1 Date P UBING Permi except #'s r Htr.; Vent -Access -Combustion Air -Baffle ter Pipe; Test & Anchor -Nail Protection b.W.V.; Test -Fittings & Anchor -Nail Protection wer Pan; Test, First Floor -Tub Access Tes Tub & Shower, Second Floor -Tub Access as Pipe; Size & Anchors rDate,/,6 -4 7OCard B-1 &'lit At J ) Date Card B-1 Date th -tk- Glp Card B-1 (��- Date _ Card B-1 Date ELECT AL Permit OK except #'s ix & Transformer Clearance -Ins. Protection I eceptacles Spacing -Lights & Switches at Doors . S' axes & No. of Conductors -Stapled 18'. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI Subfeed Wire Size /;2.0 ga. Cu o A.C. Wire Size /C/ ga. Cu OPIP Range Circ. / / ga. Cu or AI- en Circ. 161 ga. Cu o0 AI Neutral UrYes 0 No er 'ce-Riser Conductors & Ground -Main Disconnect uip. Clearances Panels-Motors-Mech. Equip. CI hes Closet Light -Shower Light -Spa Light Smoke Detector Date (J-- . D Card B-1 Date Card B-1 Date - kk- Card B-1 QC4 Date Card B-1 Date MECH CAL (Permit) OK except #'s A. ucts Insulation & Support � , vsw Fan; Exhaust above insulation C ensate Drain & Overflow; Size & Grade F nance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 31KAttic Access & Platform if Furnance in Attic Date /0-q-qy Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39,*'Sils roper Material & Anchors 4 alts Studs -Nailing, Spacing & Bracing -Plates -Sound 4 earinq Walls over Girders & Floor Nailing aft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub eaders & Beam -Size & Bearing hors -Connectors Ing. Joist-Rftr. ties-Purlin-ro raczy(0 hthng.-Ring. 41, ' lace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Sto - ns. es 4$,,atfrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 86!Farage Fire Protection Framing -44--Property Line Firewall & Openings xt. Doors -One T -Check Garage -3rd Story, 2 Exits fairs; Width -Headroom -Rise -Run -landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers - i ing-Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access UAiE GbRT 5 azing Area -Glass Protection -Skylights -Plastic. 58. Shear Walls; Nailing -Bolts 59. Insulation -Wal Is -Ceilings 60. Infiltration -Walls -Windows - Date /0-1- & Card B-1 Date Card B-1 Date t 0 -11-016 Card B-1 (',-C� Date Card B-1 Date FINAL Plans OK except #'s V—fxt. Steps -Door & Sidelight Protection -Landings Smoke Detector 6 ^rnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 6 . Bedroom Exiting 65!G.F.I. & Bath Fixtures & Tub Access -Spa 6§,Elec. Trim & Subpanel; Breaker Sizes & Labels rs & Rails Fireplace or Stove; Clearances -Hearth 69-Efec. Outlets at Wood Panel; Int. & Ext. 7 Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance I c. Outlets & Receptacles at Kit. Counter _ Garage Fire Door; Swing -Landing -Closer �3.-A,CrBuct in Garage -Damper 7,4!Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 7-T-Plb., Elec. & Mech. Equip. Listed for Location u--Eiec. Receptacles in Garage; (G.F.I.)-Romex Protection 7 -Insulation -Foam -Looked in Attic 0 Yes .-7kXuard Rails & Deck Construction -Post Caps 79,,Pfrn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes B4Oe-Following instld.; Drive 0 Yes ❑ No; Walks ❑ Yes O No; Planters ❑ Yes 13 No o; BrowyGic» (g ^ C 1j isconnec Ele rica Plumbing 83e,gents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84e<ater Well; Disconnect, Electrical, Plumbing 85eSx-terior Elec. Trim; G.F.I. Receptacle -Underground 8 . Ventilation Throughout House 8 . Glass Protection as --Corrections from Previous Inspections 8ge'l as TeX -Meters Tagged; Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date le -i0 CIO Card B-1 &G- Date Card B-1 Date !go Card B-1 [ter Date Card B-1 Date 5.J .01I I Card B-1 CT% Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) Owner: DUPLICATE) E N E R C Y _ 9771 Esquan R_dad.__ Durham, Ca. LOCATION ROOF Material _ Thlcknesa(lnchee)__ Perml.l: N►+. c E R T I t' I C A T 1 0 N 11ES(:It I P'1' l.OH OF 1 NSIIIAT I.ON EXTERIOR WALL ' ' . Natdrial_ Fiberglass jlallj._ _ Tittekness(lncl►ea) A.P. No. Brand Name Theralal Reelstance (R Value) " Brand Name_ Omens-Corning— Thermal Reslatance(R Value) R13 CE 11.11 "a Batt or Blanket "Type 17 10e lash fhjW Brand Name_0w-g--rnrntn=_ Thickness(inclies)—­1211 1'11ennal Resletance(ll Value) R38_ Loose Fill Type I' iln:i'gla5s,__�— Brand Name__nwens-f'nrnJnn Mintwum Tit lcknesy0ncl►es) 16" Number of Bage_24 Nt. per beg 35 Area covered(ft.) 1220 'Tbennat Reeletance(R Value) R38 FLOOR. ELEVATED "at arlet l_lS_ - _ Thlckness()nches)_ F1.0011' SLAB _— Tblckness(inchea) wldtls(lncl►es) .__ wtviunATION VA1.1. Brand Name Owens-Corning _ Thermal Reslstance(R Value) R_lq Brand Name -1'I►ermal Reeletance(R Value) A Material Brand Name ThickNeee(luches) Thermal Resistance(R I hereby certify that the above Insists tiein-.ejss installed in the above buildillj In conformance witli the State of Californle,Energy Requirements. Loerke InsuluLlun (:u,_ 44415t�� r FI NAME/nuNElt STATE CONTRACTOR 8 LICENSE NO. P SIC URE OF INSTALI ON APPLICATOR December 12, 1990 DATE I hereby certify the above inenlatlon and all required items as shown on the Building Department approved plane and attachinents 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 (:alifornla. O ��2w�e' ►. OM (Please print) STATE CONTRACTOR S LICENSE 110. t dHNERAI. C(1111'ItA(;1'0RIOIJNER DATE TIII9 CERTIFICA'T'E t4113'r DE ON FILE N I'1'll TIIE BUILDINO DEPARTMENT PRIOR TO FINAL. INSrZ fION AFFROVAL AND A COPY SUALL BE POSTED WITHIN THE BIIII.M.NO. lumiary 1984 w COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ' 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville"— PhonV538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE C6 mE& 2-312 - C'o OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. C, kc F—Lo �oS�. Q,tU' S• 9'— _ S ILf_ e LA f,Po 2W-- W A- i—rC 2 1.0 mA-rta- n15" LA r,L 14o r 4- Co L)s t 1 t? Date \'a - 1 C'- Cl 6 Inspector /- COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: $91-2751 7 County Center Drive, Oroville — Phone: 538-7544 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date �� ` w _ (�i Inspector 7-7 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE '�)3r2 - Cl (-> OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date• Inspector V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive = Oroville, California 95965 - Telephone: 916/538-7541 Z3`� APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONINGS BUILDING PERMIT ` OWNER A. B_ Compr TELEPHONE 343-7412 SO. FT. OCC. BUILDING VALUATION 1,522 R 60 880.00 OWNER'S MAILING ADDRESS 9771-.1--gy n Rd., Durham 95938 576 M 8,064.00 CONTRACTOR'S NAME TELEPHONE 343-7867 314 C 3 140.00 CONTRACTOR'S MAILING ADDRESS 9851 Lott Rd., Durham Fireplace A 1,000.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $73,084 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 355.00 ARCHITECT OR ENGINEER Mello Const. LICENSE NO. 295001 Plan Checking Fee $ 177.50 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 557.50 PLUMBING PERMIT Filing Fee 10.00 9771 Esqtion Rd., Durham Each Trap 2.00 16.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 5.00 5.00 Each qas water heater or vent 1 5.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New 9 Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3 Bedroom _ LandsCnpp 1 1 5.00 Permit Fee $51.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 10.00 Main service EA. ADO'L 100 AMP 2.50 2-50 CONTRACTORS LICENSE LAW 1 dec`aye under penalty of perjury (Check one): _V I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions �fan my license is in fulljyf�jcce .and effect. QQCode License No. 29�y1 Classification !c/ / ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.(DWELLING OCCUP.ad OR ADDNS. ACC. BLDGS. 2 �3q ft X ,�Z 2.4 NEW CONSTR. MULTI -OUTLET NON.RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS e (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES eA 090 Ex. Occup. OUTLETS FIXED P(RESID )RE A.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 74,45 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating 116.00 6.00 Cooling ,� Hood 3.00 3.00 Ventilation0 .00 penult Fee $ 34, 00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all I' ies, judgments costs, and expenses which may in any way a crue a lust d Count in co equenc of a granting of this perm' G X / Date /® c Sig ature of pplicant Owner ❑ Contractor Agent ❑ ,,n OSHA permit is required for excavations over 5'0" deep and demolition or construct- Ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee occ CONST TYPE TOTAL F E A $ 746; 95 HAz CLIA '- PARK FLD PA PD HD I s This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT R OF PUBLIC BY P MIT EXPIRES Date the applicable provi- resolutions to do fees have been aid. p WORKS Date � �3 �� Receipt No. 66445 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMkNT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVIY- OAOWLCE,;CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICAT,-IAN.-DATA SHEET n /� Permit No. OWNER /7 lJ 6041 Li A. P. No. Proposed Building Use 3 7� Building Inspector Date At timeo permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 7 ie -9d-�a 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... School District fees paid .............. anitation approval from Health Department —1 5. City of Chico plumbing permit ...................................... 16. Plot plan and business license approval from City of (see City for other requirements) i 17. Planning approval for (A) Use: (B) Parking: ...... , 13—Improvements may be required. Contact Land Development Section DPW 19 Driveway permit (construction approval required prior to occupancy) 0 Pre-Inspection for required Pre-Inspec. request to Building Inspector (Date), 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. t 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... I �' 24. Recorded copy of Agricultural Acknowledgment Statement ......... i Letter of gturDe authorization %° Vin fou issue the permit rocess as follows: Ma tt er. " Mail to contractor. (/ a and hold for pickup azwoffice. Deliver w/inspector. 'O 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__te ervfit issu�ce: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_I,/_phone__rnai I —counter by ..date Contractor, designer, owner, was advised of above required data by —phone _maII—counter by date Plans checked by Date Plans approved by7>L1',-'_ Date -7— l,�— 10 Sets of plans on hold in Dile cabinet AP folder Copy—DPW TO Buildina Department FROM: Environmental Health Sanitation Clearance SUBJECT: cj-)Ywo Owner Location A?# Plan Approved for: Sewage Disposal Water Supply Hold final for: Final clearance O.K. for: clearance for _ai_ bedroom mablUr-home. Other Water supply Water Supply - -- - -- - - - - - -- - ---- -- - t - _ - - - - - --- - - - - -- - i i 1. - - - � - - - -- rt - - .- --- - - - - -- -- - - ._ _.� - _ - --_-- -t- - ---- -- ----- ---- -- -�- - - � J�� ��� - -- -. _ .- --- --- - __-- -- -- -- __ - - - �- - - _ - - �- - ( - ��� - _ - - -- - — � _ 0 - . _ _ -- -1�r ri �i� o � 4 � _.-__ -- _ 1, ��'. r � � ♦; _ � � , 4 .. i �i . .y . � � l -- _ 1, t r _ _ i. l -- - •- .� .� .. 1, t r ,1r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 / APPLICATION AND PERMIT ASSESSOR PAR EL NUM BED �O %. i � c ZONI G BUILDING PERMIT OWNER TELHON S0. FT. OCC. BUILDING VALUATION ' 20.00 OWNER'S MAI ING A ORESS Water piping CONT/R�/A``TOR/`�5 NAME//A TELEPHONE Each qas water heater or vent 5.00 CONTRACTOR'S M ILING ADDR 55 7 ��7 ��/ Fireplace CONSTRUCTION LEND/H� UNKNOWN Total Valuation $ loon t-f- Filing Fee $ 10.00 LENCEIR MAILING ADDRESS Permit Fee $ Q ARCHITECT OR ENGINEER jO / LICENSE ONNO./ Plan Checking Fee $ i Energy Plan Checking Fee $ Q ARCHITECT OR ENGINEER'S MAILING ADCD/.RREEES,SS Penalty $ BUILDING A10DRE55 / Permit fee $ NO. ISUBDIVISION NAME USE OF STRUCTURE SF 4 Duplex❑ Mobilehome❑ Other PARCEL MAP SPECIFY TYPE OF WORK New M Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe %York: PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 ,Q Solar or heat pump water heater 20.00 Misc. Wiringors. Water piping 5.00 Contractor Each qas water heater or vent 5.00 , Gas piping system 1 - 5 outlets 5.00 �QQ Building sewer 5.00 Q Mobile Home S I G I W 0.00 e Energy Inspection Fee 1A .41V It Permit Fee Contractor ELECTRICAL PERMIT Main service e00V OR LESS 100 AMP OR LESS Main service EA. ADD'L 100 AMP CONTRACTORS LICENSE LAW I decl re under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code nd my license is in full force nd effect.. License No. 29 %� Classification �� A ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.&) OR ADDNS. ACC. BLOGS. NEW CONSTR.MULTI-OUTLET NON.RESID BRANCH CIRC ITS POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES FIXED APLNS. Ex. Occup. OUTLETS P(RESID.)REA.) Temporary service Mobile Home Facilities Misc. Wiringors. Permit Fee Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Heating L Coolin "i g Hood Ventilation Permit Fee Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned propertyfor inspection purposes Mobile Home Installation Fee Energy Inspection Fee occ CONST TYPE TOTAL FEE $ S I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue HAz CUA PARK SCHL I FLo I PAR I Po I HO I ISSUE against said County in consequence of the granting of this permit. This permit is nereby issued under tne applicable provi- X Date sions of the Butte County Code and/or resolutions to do Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or construct- DIRECTOR OF PUBLIC WORKS L'a n of structures over 3 stories in height. Receipt No. By NI T E•D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT PERMIT EXPIRES Date_ Date i 012". 1111 010 son � Em r"'. �aam l m� �i ' / �� TOTAL FEE $ S I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue HAz CUA PARK SCHL I FLo I PAR I Po I HO I ISSUE against said County in consequence of the granting of this permit. This permit is nereby issued under tne applicable provi- X Date sions of the Butte County Code and/or resolutions to do Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or construct- DIRECTOR OF PUBLIC WORKS L'a n of structures over 3 stories in height. Receipt No. By NI T E•D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT PERMIT EXPIRES Date_ Date i Building Department Representative Date ******************************************************************* District Id No. 1.5-52 BY DUI'ho�y, lA h i �j P School District certifies that A Q W\ O CV Y-Y\e•1( 343- 7 J// ATION BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICFORM (Phone Number) (One Porin per Building) j (Street Address) i A. P:"Nu ber Building Department No. % Schoo1= Dist-rict-D �A_AYy1 City Q County E,�n Jurisdiction 7 No. g /'� Property Own=er �(,( �eOQe. C t) m e -w- Prec Lo tion/Address Q��] �SCzI/lGri "Rd Date Subdivision Lot Number Residential Development: Sq. Footage # of Living MHI Addition (Group R) Units mDv%r•l -eXi5+1h9 Irn0SD%<1 b5-77 Commercial/Industrial: 1(v5 . a Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date ******************************************************************* District Id No. 1.5-52 BY DUI'ho�y, lA h i �j P School District certifies that A Q W\ O CV Y-Y\e•1( 343- 7 J// (Applicant Name) (Phone Number) 97-7I Eco�aY, Yn D bi I e. QrYr.ar (Street Address) (City) (State) (Zip Code) has complied with the requirements of -'Resolution 7 No. g /'� by the ayment of $ Jrq. 40 representing square feet. chool Districjt Representative Date PAID BY CHECK NO. REMARKS:' ►-�q &N 1 S+1 h� BANK NO go - 55-6 Yn D bi I e. QrYr.ar PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL . FEE (5/88) April 5, 1990 Butte County Department of Public Works 7 County Center Drive Oroville, CA 95965 RE: Flood Plain Elevation; A.B. Comer Building Permit AP# 40-11-23 A cross section taken from the F.E.M.A. Flood Plain Map, through the Comer property indicates the elevation of the 100 year flood plain to be 169.10 feet (U.S.G.S. Datum). There is a U:S.G.S. Datum bench mark; a spike in the base Of Power Pole #9767; 200 feet North and 12 feet_ West of the cen- terline intersection of Esquon and Mesa Roads Elevation 167.4.2 feet. A finish floor elevation at.or above 169.20 will be adequate to protect life and property. A.C. Bruhns R.C.E. 10531 10531 92 April 5, 1990 RE: Septic Permit for: A.B. Comer AP# 40-11-23 Butte County Environmental Health Department 196 Memorial Way Chico, CA 95926 Attn:. Frieda White Dear Ms. White: Based upon an on site inspection of the subject parcel and information supplied by Butte County Department of Public Works, I have made the following determination., The subject parcel is not within the 10 year flood plain as shown on the -Flood Hazard Boundary Map as revised 7-88. There are no local swales or drainage ways traversing the property. A normal septic system properly installed will meet the Butte County Flood Plan Ordinance requirement for sewage disposal.. A.C. Bruhns R.C.E. 10531 ` s C - 10531 tiTr 0F .2--31_�. 5/89 RESIDENTIAL --PLAN CHECKING GUIDE (S.F. ," -DUPL-E)( & MISC. ONLY) Q Bldg. Permit # A 2312-g0 OWNER �; Come-- A.P. # �- /�c'�-D23 GENERAL Zoning requirements: (sideyards Valuation. 3 Plans signed by designer. Energy Design and Compliance. Existing violations on property. Items on data sheet. PLOT PLAN and number of permitted living units). Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. N� �Re�L vvkRP, ��ther buildings or structures. .Qrading, fills, drainage. Flood hazard t— 'T`i E 2 bid Special conditions on creation map or compliance document. FAU & FAS road setback. FLOOR PLAN ,Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance f mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. . Garage firewall, door size, and closer (Sec. 503(d)(3)). . 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location, alcoves, and clearance. :r --Smoke detectors (Sec. 1210). STRUCTURAL DETAILS Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct Roof construction details complete enough to construct building. Fireplace construction details and talcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR • Stairway details: landings, rise and run, head clearance, handrails • Guardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). building. (Sec. 3306). • - 5/89 RESIDENTIAL PLAN -CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) terior plaster - weep screeds (Sec. 4706). Dper roof pitch for roof covering (Chapter 32). Df covering type - (fire hazard). fter ties or bearing ridge beam. rage door or porch header sizes. equate bracing. ving area over garage - complete 1 -hour separation required on garage side eluding supporting walls and posts, etc. o exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). tic access and ventilation (Sec. 3205). derfloor access and ventilation (Sec. 2516). mbustion air for fuel burning appliances. ise requirements on duplexes. obe soils - special foundation design. taining walls requiring design. usual shape, size, or split level house requiring lateral design. ashing at all exterior openings. April 5, 1990 RE: Septic Permit for: A.B. Comer AP# 40-11-23 Butte County Environmental Health Department 196 Memorial Way Chico, CA 95926 Attn:. Frieda White Dear Ms. White: Based upon an on site inspection of the subject parcel and information supplied by Butte County Department of Public Works, I have made the following determination. The subject parcel is not within the 10 year flood plain as shown on the Flood Hazard Boundary Map as revised 7-88. There are no local swales or drainage ways traversing the property. A normal septic system properly installed will meet the Butte County Flood Plan Ordinance requirement for sewage disposal. f77 -� '+ A.C. Bruhns U R.C.E.��, 10531 t;LLJC 10531 1 tilt q� �F CA-��°�, April 5, 1990 Butte County Department of Public Works 7 County Center Drive Oroville, CA 95965 RE: Flood Plain Elevation; A.B. Comer Building Permit AP# 40-11-23 A cross section taken from the F.E.M.A. Flood Plain Map, through the Comer property indicates'the elevation of the 100 year flood plain to be 169.10 feet (U.S.G.S. Datum). There is a U.S.G.S. Datum bench mark; a spike in the base of Power Pole #9767; 200 feet North and 12 feet West of the cen- terline intersection of Esquon and Mesa Roads Elevation 167.42 feet. A finish floor elevation at or above 169.20 will be adequate to protect life and property. A.C. Bruhns R.C.E. 10531 n . , A d - 12 . ,•lar 5UBDIV1510 M AL PLAN Or THE \M STATE LAPD SETTLEMff f IUMSER FOUR OF THE R .DURHAMFsTATE LUDING THE G.FLOTT RAr1GH, 16 A PORTION OFTHE EsQuoji RAHCM0-, SITUATED HEAR- HAM, EARHAM, BUTTE COUMTY, CAUFORNIA. D DY M I L' 8 WILLIAMd, FOR THE . LAND SETTLEMENT BOARD, SEPTEMBER 1918. s SCALE 5001tr.IIN SHEET1 wu-.es CEPeT/F/CA 7w N �•I8E i- i 229.0 74 0 CJD 1 20A56AG. o`' Q l I -I.,, w Ito 117Acrc9 H _•�a = a V •I.72A n C �0 ' �r 0 7V.T- o 8 Q �` 17?A fat � o lz 75 SN 66 `7 C, ; M 41.65 A G. I Ns•tca N2' 74(}E i .54 at-tsE ae• N8Yte6 rse77' I 67 42.03 Ac Cot//YTY Auo/TD,es Crwrlx/CATE. This iJ fo Cu -/i fy >~ho! there oic no /iera 1a.- unpold Sia Cov/2ty, P71/171 ciao/ a1- gtfty' toXea, aggyAW t the frdct or sc�bd�✓>s on 0 ne ony P©rt thereso�,thorin vP� this �o�p. IQdd•tC✓ o� 70/110 Cot//ltg/ Of . 81/70700, Sfvte of Co%". co, 0; 5E )ORE.S6.✓T.S:- Thof thiJrnop%J compriseaot two d.-lrro.rtspcctix.eLy and thot_.thv--title of�N�i1-moP-- henCir, subdi✓%4(1-.29; 1770 ca .ret tioith on.sJ�set.�r.�Aest. ^ata L ond Se/t/c..-,e�nt 18001-0, of Mg Sects of CW-ifar- is the owner of the /and oo thAr P7&rb W64 goo/ -d mid per• erty fog, ond on Atha/f t*, J. -oti 611 Za/_ �c�or-doze w� the proria;'ons a7the Lar71ligo /e- �,� Gol f(orcin o�oprov+z d ✓une /, 1917. Se1f`/ement Boord hos had a s�.vrey o/�soiSLonds c,oarsd rheiaf,-vmn ond hove dV/y approv0d ond ' do he.-mby cowl t 1129 70/)49 nrac.,rion ond f jrl9 S l/'eYE Yew J CoxTiF.,CA �. _�._� jj1J-�a•-tG Ctrlifi�-lhOt-tJ�S-�• mvp /res been Advo 111-1/17 got'ts oj.,-urnS/lnsoso �/nd�/ My diie,cJio✓). 2907004( - -- - - - - - ' • Licensed .Surley oxo rriiyyotion Engg117e-1- fa >he IriigOt,on Inrest- 70 ,33.63 A c- 71 4.Z2AG. ow 4 c r a0'C6 L 7 %I.c)OA Z s� a+49'7 1.9OA. 0 i X 's FO .. - H,4Ro 0 i 90A'' I Y � :-__ Wiz• , �HF • ao.r " It ;?.CAP 72 31.19 Ac. FE b i `b I,. ' o ' Qo n,, soe J. 0 74 95Ac o a _ i- 74 D CJD 1 20A56AG. o`' Q l I -I.,, w Ito -s° H _•�a = a V •I.72A n C �0 ' �r 0 7V.T- o 8 Q �` 17?A 703 Com'°! F e-I//emc/7f BoOrdher-e dedicaf�s to�cub/i� else, the % otio17s 6�'onc>j of the �,a�. —6a7 e• 1' 7�4 ib A �eofr�d 290 o,C rnop 251-,0/070 to-►�rir :- Esq+uoo U.,S. Gejot of A9r%cu/talc. -dem .�o o4( s>•nd �1esv />?oad. r. a1- oily /ooi�ioo thereof, ond 7'/� unda1-.ri917ev No1C fho/ Arens wi>h.%� J � t 8.7Jr AG . C C 110 9/YG o camp'7/e%G �% f /e to 11%70 'vb0/G O f Jo/0'9&5 o' `ion thereof. _ .'yrerJ Go14c41/o1cd A.-aor ='c OF ),'he- 0/O c0/ orof-e /70se-zest ted O/O lz rres�becfi�e off�cc°rs, thereur7to da/yocishoriz of these have 6cen.sco/ad. 8.6-DAc. ° �r 4s 7 5 r E L A/YDJETi-z- EI►ffE-,^1T DoA 4co rt- t��r.Z.7AC 34,54 A L.FRANKLIN 3 0W►1ER. r 0 5•E.Gormr Lot N95 k-6040' R. w.R� � start COUNTY RO I I 3 L G 74 'w P, 3702 Ac, Q l I -I.,, h o � o lz 75 .33 08 Ac, `7 C, ; 703 Com'°! F e-I//emc/7f BoOrdher-e dedicaf�s to�cub/i� else, the % otio17s 6�'onc>j of the �,a�. —6a7 e• 1' 7�4 ib A �eofr�d 290 o,C rnop 251-,0/070 to-►�rir :- Esq+uoo U.,S. Gejot of A9r%cu/talc. -dem .�o o4( s>•nd �1esv />?oad. r. a1- oily /ooi�ioo thereof, ond 7'/� unda1-.ri917ev No1C fho/ Arens wi>h.%� J � t 8.7Jr AG . C C 110 9/YG o camp'7/e%G �% f /e to 11%70 'vb0/G O f Jo/0'9&5 o' `ion thereof. _ .'yrerJ Go14c41/o1cd A.-aor ='c OF ),'he- 0/O c0/ orof-e /70se-zest ted O/O lz rres�becfi�e off�cc°rs, thereur7to da/yocishoriz of these have 6cen.sco/ad. 8.6-DAc. ° �r 4s 7 5 r E L A/YDJETi-z- EI►ffE-,^1T DoA 4co rt- t��r.Z.7AC 34,54 A L.FRANKLIN 3 0W►1ER. r 0 5•E.Gormr Lot N95 k-6040' R. w.R� � start COUNTY RO I I 3 1.,�.t aaaa�:iaaG v1 �.vai.ra.ws..G: �1�4�r��iQ ','t Q.�G.ia,.�liuua Project Title 97 7 &S goo N KIN Building Permit hl a Project Address �LK 7— /"o U • (2 �z� f/b\ ��- r Checked By /Date Documentation Author Telephone Enforcement Agency Use Only r� - Glass Area %Glass BUILDING DATA North Z Conditio Floor Area �5 2Z Number of Stories East Sia s 7 oor Number of -Units _ -: South DC Single Family Detached (SFD) (] Addition Alone rWest �, 7 [ ] Single Family Attached (SFA) :' [ ] Existing Building Skylight 45 [ ] Multi-Family(M) . [ ] Existing -Plus -Addition Total B UILDING SHELL INSULATION _ Component Insulation _--• LocatiioryComments Type R -Value (attic, to garage, DTicri, etc.) Wall .............. Wall. ; , ? Roof ............. . R-36 Roof ............ Floor ............. - I _ 1 S;e:1 z F-1 (-OCR-- Floor. h r, , Slab Edge..... GLAZING = Shaditag Devices u. ' Glazing Area Glass Type - Interior Exterior _ y Orientation (sf) (single, double) (ro)ier blind. etc.) (shadescree -etc, Overhang,"_ esj„Finalriitlg Ty} ' fl. ) (y ) ( etal/wood) North 42 Z R L A .4t.. North ( ) .East M A.19_. East 5 South i South ( X) r r West (v, West - 1 li ht......: �— - Y S . Skylight THERMAL MASS Type/Covering Area Thickness ` (slab/exposed, tile, etc.) (s f) (inches) Location/Description (kitchen, bath, etc.) tj HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER.HSPF), (attic, etc.) R -Value (Btuh) (or approved equal) Jklc ►?2 �}�'Tic 'S,7 5�2 9 I ' c :-- -7-) Maximum Fumace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) Mandatory Measures Checklist; Residential MF -111 NOTE: Lowrise residential buildings subject Loft Standards must contain that mtaatres rcgardle-!s OG- he complianccie approach used. Items marked with an asterisk (•) may be superseded by maser stringent compliers roquirenwus listed on the Certificate of Compliance. Wben this checklist is incorporated into the Famit d6dwi5ents, the features noted shall be considered by all panics as binding minimum component performance speeifiauons for the mandatory messuues whether they arc shown elsewhere in the documents or on this clSocklia only. DESCRIPTION DESIGNER EMRCEMENT Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted avenge. §2.5352(b} Loose rail insulation manufacturers labeled R -Value. §2.5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2.5352(1): Stab edge insulation - water absorption rate no greater than 03%. water vapor - - -- -- - -- _ r _ transmission rate no greater than 2.0 pernn(toch. ' §2-5311: Insulation specified or installed meets California Energy Commission (CEQ quality standards Indicate type and form. §2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. - §2.5317: InfnitrationlExfnitretion Controls -- a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weathcrstripped: all joints and penetrations caulked and sealed §2.5352(.): Special infdtration barrier installed to comply with §2-5351 meeuCEC quality standards §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have i . , : ' - L Tight fitting. closeable metal or glass door 1 K. -3 - b. Outside air intake with damper and coned c. Flue damper and Control ` - 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures J ! t 62-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations 3 =i 12.5352(h) and 2-5315: Setback dwimostar on all applicable heating systems. - ..- - §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. 62.5314(c): Gas -rued space heating equipment has intermittent ignition devices §2-5314: HVAC equipmeu, water heaters. showerheads and faucets certified by the CEC 2 §2-5352(1): Water hcatcr insulation blanket (R-12 or greats) or combined inttrior/exterior insulation (P-16 or greater): fust 5 feet of pipes closest to Lank insulated (R-3 or greater). r = •,� - _• _ §2.5312(Excepdon 1): Pipe insulation on steam and steam condensate return A recirculating piping. •-Y §2-5318(d): Swimming Pool Heating 1. System has: a. Onloff switch on heater. b. Weatherproof instruction plate on heater. e. Plumbed to allow for solar. _ 2. 75 percent thermal efficiency. - 'f 3. Pool cover. 4. Time clock. 5. Directional water inlet _ _ Lighting and Appliance Measures - - - h §2.53526): Lighting . 25 lumens/wan or greater for general lighting in kitchens and bathrooms. 12.5314(c): Gas fired appliances equipped with intermittent ignition devices. J §2.5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists tin building features and performance specifications needed to comply with Title 24, Chapter 2.53 and Title 20, Chaptcr 2. Subc1up er 4. Article I of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purdiaser of the building. Designer Building Owner Name: Namc Tak/Firm: Tide/Firm Address: Addre,w Te ne Lic. N (sign ) (darn) Documentation Author Name: 71dic/F-trm: Address: ,�gtr Tetc*nc (signal=) Enforcement Agency Name: Agency: Tekphonc (date) 1. Ceiling Insulation -4 - 0.80 Number of stories .1 0 R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 -2 R-30 -2 .1 .1 R38 0 0 0 U -value -90 37 -26 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 .26 -13 -8 0.08 -18 -9 -6 0.06 -11 -5 -4 0.04 -4 -2 .1 0.02 4 2 1 0.00 11 5 3 r 2: Wall Insulation -17 -9 -2 Single- Single - 26 -49 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 23 R-19 8 6 4 8 U -value 22 -37 -9 0.80 -1 114 -76 0.0 -913 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11: _ 7 0.02 19 14 10 0.00 24 18 12 8 12 17 3. liaised Floor Insulation -20 - 0 Insulation in Floor - 13 Number of stories -17 R -value One Two Three _ R-0_ -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 _._-. 1 - U -value 6 9 12 0.60 -144 -70 -46 0.0 -120 .58 - 38 0.40 -95 -46 30 _ . 0.30 -69 34 _._22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 3 -3 -2 - 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawispace .30 Number of stories -1 R -value One Two Three R-0 -11 .7 -5 R-5 -4 -4 3 R-11 .2 -2 -2 R-19 -1 .2 -2 4. Slab Edge Insulation 4 0 2 '' Number of Stories 4 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 _ 3 F2 factor 0.90 -4 -3 -1 0.80 -i .1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specirpmton Points Standwd- 0 6. Glass Heat Loss Total Interior_ Slab Fluor Raised Floor U -value ` 7. Shading Percent 1CFA One -_ - .51 to Al to .31 to 0.30 or Glass Single Double .60 .0 .40 less 0 -121 -53 -39 -24 -10 4 4A- -90 37 -26 .14 3 8 15 ;-75 -29 -19 .9 1 10 'W -61 -21 -13 -4 4 '12 29.. -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 .1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 - 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 - 16 -. -20 - 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 - 8• _ 2 12 _ 14 16 - 18 .. 20 9. Interior Thermal Mass Interior_ Slab Fluor Raised Floor t :. T ` 7. Shading (Shade Open) 1CFA One -_ - - Effective Pesci Class ` - -5 -4 -2 -1 (percent Ylan x SC) -5 -3 -1 Effective 0 0.3 -7 -4 -2 0 _ 1 1 %Glass North East South West Skylight 18 5 1 4 1 na 16 . 4 _ 2 _ 5 _. ...1 _ na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7-._ 1. -' 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 -.4 0-, 2 3 1 3 3 0 1 2 1- 3 2 0 0 1 0 3 1 -1 -1 .1 -1 2 0 -1 -2 -4 .2 0 na = not allowed 3 4 ., 0.60 g ..- a 6 ' ... IB. Shading (Shade Closed) 5 . Effective Percent Glass 13 -. r 10, ti 7 None (percent Qiass x SC) 8' Effective `1.40 12 x.: _ 13 9 - 1.60--••• 10 13 11 5 %Glee North EsA South West Skylight 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -0 -46 na 12 -8 -29 -40 -37na +15 11 -7 -26 -36 -33. _ na 10 -6 -23 -31 -29 -74 9 -5 .20 -27 -25 -65 8 .5 -17 -23 -21 -56 7 -4 -14 -19 -18 47 6 3 -11 -15 -14 .38 5 .2 -9 -11 -10 .30 4 -1 3 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 4 0 2 3 4 3 0 9. Interior Thermal Mass Interior_ Slab Fluor Raised Floor Mass Stories Stories One 1CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 .1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -2 0 _ 1 1 0.5 -6 -3 .1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 ' 2 3 3 1.1 -4 .1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass 5 Exterior Single- Single- 10 Wall ' Family - , Family _ Muth 12 Mass Detached Attached _ Family . 0.00 0 • 0 , 0 33 Z, 24 20 0.20 3. .2 . 1 . 0.40` , 5 4 3 4 ., 0.60 g ..- a 6 ' ... 4 ' .. - 0.80 10 _ 8 . • 5 . 1.00 13 -. r 10, ti 7 None 1.20 -r.._ 13 12 8' -11 `1.40 12 x.: _ 13 9 - 1.60--••• 10 13 11 5 1.80 10 .- 12 12 0.6 200 .. 10 - ,. - 11 13 -5 11. Heating System---- -- -3 21 SE or HSPF Ond.lvldual units) - (assumes duets In attic) 31 3.3 UM Size (so Sum of 1-6 4 Water 4.4 -25 or -24 to -14 to -4 to +61[o 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 ' 0 `` 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 11 9 7 0.95 8.71 '13 20 18 15 13 11 8 4 Effective SE or HSPF HP (SE or HSPF x duct efficiency) 9 Effective -25 or -24 to -14 in -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 2 0.30 2.75 -73 -64. -56 -47 -38 -30 na 3.41 -45 -39 -34.. -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 825 32 28 24 20 _ 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment 5.3 System Type -- -Resistance -12 8 Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System �^ SEER One (assume; ducts In attic) -, -4 .3 Stm of 7-10 -2 -Two+ 3 -25 or .24m -14 to -4 io +6 to 16 or SEER lest -15 -5 +5 +15 more 8.0 -14 -1:? -10 -8 -6 -4 8.5 -9 -7 _6 -5 -4 •3 8.9 -5 -4 -4 3 -2 -2 9.0 -4 .3 -3 --2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9' 7 6 4 3 12.0 15 1's 11 9 7 5 13.0 20 1/ 14 12 9 6 5 Effective SEER 3- 0- WSB (SEER x duct efficiency) 3 3 Sten of 7-10 2 ^Type [double] Effective -25 or -24 to -14 to .410 +610 16 or SEER less .15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11. -9 -7 -6 -4 6.6 -5 -4 -4 3 .2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4' 3 9.0 16 le' 12 9 7 5 10.0 22 1" 16 13 10 7 11.0 26 T 19 15 12 8 12.0 30 • 216 22 18 14 9 13.0 33 Z, 24 20 15 10 -2 Zonal Control Adjustment Solar 7 10 £ 7 6 4 3 2 - No Cooling System Installed POU Stories SCORE CARD One -5 -, -4 .3 .2 -2 -Two+ 3 .• 2 2:24'�-1- - Single -Family Detached and Attached - . Im 2 MSz Unit Size (so U -value 10.0301Y. � -� ...- '�". Water _ _ _ .�;_. * 1199 12(X) 1700 2200 2700 Healer Credit c; to to - to or Type Type kLss ' 1699 2199 2699 more SG None 0 0 0 0- 0 _.. or Solar 12 8 6 5 - 4 HP HWR 8 5 4 - 3 3- 0- WSB 5 3 3 2 2 ^Type [double] POU 8 5_ 4 3 3 SE None -37 -24 -18 -15 -12 Solar -1 -1 -1 0 0 HWR -18 -12 -9 -7 -6 107E WSB -25 -16 -12 -10 -8 45% POU -18 -12 -9 -7 -6 IG None -5 -3 -2 -2 -2 0.2 Solar 7 5 4 3 2 - 1.7, POU 3 . 2 1 _ _ 1 .1 IE None -2£ -19 -14 -11 -9 4.6 Solar 8 5 4 3 3 0.6 POU -10 -6 -5 -4 -3 21 Multi-Famlly Ond.lvldual units) 2.7 2.9 31 3.3 UM Size (so 3.7 4 Water 4.4 69) 700 1200 1700 2200 Heater Credit or to to to or Type Type less 1199 1699 2199 more SG None 0- • 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 2 WSB 9 4 3 2 2 3.S POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 0.9 Solar 2' 1 1 0 0 24 HWR -23 -12 -8 -6 -5 3.8 WSB -25 -13 -8 -6 -5 5.3 PQU -23 -12 8 -6 -5 IG None -8 -4 -3 -2 j -2 Z.1 Solar 6 3 2 1 1 42 POU 1 0 0 0 0 IE None -30 -15 -10 -8 -6 1.6 Solar 13 9 6 4 4 3 POU -8 -4 -3 -2 -? Point System Summary: Climate Zone 11 _- SCORE CARD -- Measures - Interior Mass/CFA Point Scores 1. Ceiling Insulation ~�1�" or . Im 2 MSz R -value 1381 U -value 10.0301Y. � -� ...- '�". `-•---__^_.,. _ _ _ .�;_. * •' or_ • • _ ---R-value Y [I I) -U -value [0.098) 3. Raised Floor Insulation •- �-� %` •�• or i i - --- -- �- R -value [ 19] - - U -value [0.037] t2.1w2NC-•.21 - t 4. _ Slab Edge Insulation "` `'" '" "`-� or - -R-value 1 TYPE 1 MASS Iu121C + 4.2, Le: exposed slab) Standard ._____ _ __ �. _Y. _ .. 0- 6. Glass Heat Loss •--�-----• -_ _= 9�4Y�--......... � - -- -_.� .._.._t�:: tj -. - - -- .� :� "-' f-"�- �. _ _- ^Type [double] U -value [0.65] - -^ 90 Total Glass [ 16) -- - Sum 1.6 7. Shading (Shade Open) _ _ _. % Glass SC Eff. % Glass a. North-, _ 2.8 x '7 = Z , I _ L -" - b. East----- 2.3 x 0% 5% 107E 15% 20% 25% 30% 35% 40% 45% 50% 55% 60% fAx 70% 75% e0% 85% 90% 95% 100% 105% 110% 115% 120% 125- 0% 0 0.2 04 0.8. 0.8 1.1 1.3 I.S 1.7, 1.9 2.1 23 25 2.7 21 32 3.4. 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 to% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 2.3 2.5 2.7 2.9 31 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 52 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 Z.1 29 3.1 l3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 52 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 26 2.8 3 32 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 56 58 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 2.6 2.8 3 3.2 3.4 36 3.8 4 ' 4.3 4.5 4.7 4.9 5.1 5.3 5.5 57 59 50% 0.9 1.1 1.3 iS 1.7 1.9 21 2.3 25 Z.1 3 32 3.4 3.5 3.2 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 53 5.6 5.8 6 62 60% 1 12 1.4 1.7 1A 21 2.3 2.5 2.7 29 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 61 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 36 3.8 4 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 70% 1.2 1.4 1.6 1.8 2 22 2.5 2.7 2.9 3.1 3.3 3.S 3.7 3.9 4.1 4.3 4.6 4.8 5 52 5.4 5.6 58 6 62 64 75% 1.3 13 1.7 1.9 21 23 Z.5 27 3 3.2 3.4 3.5 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 WY. 1.4 1.6 1.8 2 2.2 24 2.6 2.8 3 - 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 56 5.8 6 62 64 66 65% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 56 59 6.1 63 6S 67 90%' 1.5 1.7 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.2 64 66 68 95Y. 1.6 1.8 22.2 2.5 2.7 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 69 100% 1.7 1A 2.1 2.3 2S 28 3 3.2 3.4 3.8 ae 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 66 68 7 110% 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.6 38 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 72 120% 2 Z.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 S 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 73 125% 2.1 23 2.5 2.6 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 _- SCORE CARD -- Measures - ----------- --- Point Scores 1. Ceiling Insulation ~�1�" or R -value 1381 U -value 10.0301Y. � -� ...- '�". `-•---__^_.,. _ _ _ .�;_. * 2. Wall Insulation �.-R-(,3_4 or_ Z ---R-value Y [I I) -U -value [0.098) 3. Raised Floor Insulation •- �-� %` •�• or i i - --- -- �- R -value [ 19] - - U -value [0.037] - t 4. _ Slab Edge Insulation "` `'" '" "`-� or - -R-value 101 - F2 factor 10.771 -- - -5. InfiltrationY" ___ __ ____ Standard ._____ _ __ �. _Y. _ .. 0- 6. Glass Heat Loss •--�-----• -_ _= 9�4Y�--......... � - -- -_.� .._.._t�:: tj -. - - -- .� :� "-' f-"�- �. _ _- ^Type [double] U -value [0.65] - -^ 90 Total Glass [ 16) -- - Sum 1.6 7. Shading (Shade Open) _ _ _. % Glass SC Eff. % Glass a. North-, _ 2.8 x '7 = Z , I _ L -" - b. East----- 2.3 x (D ` c. South LS 3 x d. West $ . x ;�.A e. Skylight _ S x , 8. Shading (Shade Closed) - % Glass SC,_ Eff. % Glass ' a. North "` - 2.6 x r 6 (o = 1, 4;4_ 4-1_ -� I b. East Z, 3 x I = 1, i r" -. -- - c.�- South - - (-- - x I = a 5 _ d.. West :. x ._2 ,,••• - • e.Skylight •' x _ -Y !_ 9. Interior Thermal Mass _ O TYPE 1 MASS AREA = O e .- Z, •, _ InteriorNiss/CFA COND. FLOOR AREA - ^- 10. Exterior Wall Mass �_ TYPE 2 MASS AREA e s V Exterior Wall Mass ND. L OR AREA Sum 7-10 11. Heating System _ • �Z x • 63 = �. f Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or [0.7216.,61 HSPF [0.56/5.151 12. Cooling System -- e.x • B Z = 'i 0 2g -t - Zonal Control? ( Y / N) SEER 19.51 Eh2ct Efficiency 10.741 Effective SEER 17.031 13. Water Heating SCr O Type [SG) Credit [none] REVISIONS BY nuary 30, 200 o � N 11:22 AM January 30, 2004 SCALE: 1/4"=I' -O" DRAWN: DSJ JOB: SHEET Al OF SHEEM 221 -Eft" 34'-0" 11'-W, 5 shelf m 3 Q o N i O CA I 2 -6 N ole II 6'-0" X 4'-0" II m 4 N-------------------I r I �r t I -all- IP N 1 41"a11 ------------ DININ 1DC4 f�— i BEDRM 02' 0 i 5'-O" 9LIpING z n $EDRI" I 03 0 CsARAGE 100 KITCHEN At e -------- $.I^ Li :4 ENTRY 4Ilk 4 1 _ I 21-811 1 STUDY I'-0" X 4' O" 1'-a' X 4'-• 11 3'-011 UTILITY COVERED PORCI-! ... ..t 2'-8'I ---------------------------------- 12'-O" - - - - - - 6'-011 X 4'-0" ., -j d) O COVERED PORCH 2'-411 12'-o II T41-011 I PROPPED 2 LEVEL;, r, 2'-0" X 21-0" 4'-011 ----------------------------------- 12'-all --- --- APPROVED O ui N 4 V , 1� `x r- , 4 O z n $EDRI" I 03 0 CsARAGE 100 KITCHEN At e -------- $.I^ Li :4 ENTRY 4Ilk 4 1 _ I 21-811 1 STUDY I'-0" X 4' O" 1'-a' X 4'-• 11 3'-011 UTILITY COVERED PORCI-! ... ..t 2'-8'I ---------------------------------- 12'-O" - - - - - - 6'-011 X 4'-0" ., -j d) O COVERED PORCH 2'-411 12'-o II T41-011 I PROPPED 2 LEVEL;, r, 2'-0" X 21-0" 4'-011 ----------------------------------- 12'-all --- --- APPROVED 0 atui- � Cx C Uj M cYs C� 0 0. crz W O ui N ,January 30, 200 V , 1� r- W 0 atui- � Cx C Uj M cYs C� 0 0. crz W O ui By ,January 30, 200 V 1� W O QL V . _ l QL PROPOSED ADDITION/REMODEL REVISIONS By ,January 30, 200 1� W O � Ana v �Mr W 12:59 PM v 0 � q O v � o izz January 30, 2004 SCALE. 11411■i'-O" DRAWN: DSJ JOB: SHEET A2 of: SHEErB ABBREVIATIONS R -3/U -I TYPE OF CONSTRUCTION: A.B. ANCHOR BOLT W.G. HOLLOW CORE A.F.F. ABOVE FINISH FLOOR H B HOSE BIB BLK BLOCK HCAP HANDICAP BM BEAM INSUL INSULATION B.P. BOTTOM PLATE MECH MECHANICAL BRD BOARD MAX MAXIMUM BTTM BOTTOM MIN MINIMUM CLG CEILING Q.G. ON CENTER CLR CLEAR PLY PLYWOOD GONG CONCRETE PR. PAIR CONT CONTINUOUS RW REDWOOD D.F. DOUGLAS FIR RS ROUGH SAWN DP DEEP SC SOLID CORE CD 0 �J z N ® (E) EXISTING STL STEEL EX. EXISTING T.P. TOP PLATE E.N. EDGE NAIL T.N. TOE NAIL EWWM ELECTRIC WELDED WIRE MESH T t B TOP AND BOTTOM ELEC ELECTRIC U.N.O. UNLESS NOTED OTHERWISE F.F. FINISH FLOOR W/ WITH FOB FACE OF BEAM WO WOOD FOC FACE OF CONCRETE WH WATER HEATER FOM FACE OF MASONRY W.I. WROUGHT IRON FOP FACE OF POST o AT FOS FACE OF STUD LU F.H. FIRE HYDRANT F.X. FiRE EXTINGUISHER LU F.G. FINISH GRADE WE Z FIN FINISH O F.N. FACE NAIL FTG. FOOTING JU GYP. GYPSUM G.I. GALVINIZED IRON GAL GALLON 30, 2004 H.F. HEM FIR JOS:UJFS DURHAM SHEET y i F NAILING SCHEDULE (TYP.) CONNECTION MIN. NAILING Joist to Sill (Toe Nail ` 3- Bridging to Joist (Toe Nail) 2-8d Each End Sole late to Joist or Blocking—i6d 0 1611o.c. Face Nail Top Plate to Stud 2-16d End Nail Stud to Sole Plate 4-8d Tod Nails or 2-16d, and nail Double Studs 16d 0 24'o.c. Face Nail Double Top Plate 16d s 16"o.c. Face Nail Top Plate: Le # Intersection -- 2-16d Face Nail Catling Joist to Plate 3-Sd Toe Nails Catling Joist Lap over Partition3-16d Face Nail Calling Joist to Parallel Rafter 3-16d Face Nail Rafter to Plate 3-6d Toe Nails ix Brace to Each Stud and Plate -2-8d Face Nall Built-up Corner Studs 16d N 24"o.c. Roof Sheating Sd 0 6"o,c. Edge 8d * 12"o.c. Field Floor 5heating ad * 6110 a. Edge 8d 6 12"o.c. Fiefd Wall Sheeting ad 'm 6"o.c. Edgge �d 6 12"o.c. Fiold • Unless Otherwise Noted on Plans and/or Details ,4PPLICASLE CODES TO TWIS PROJECT: 2001 CBC, CMC, CPC, CEC, ,AND AMENDED AS PER BUTTE COUNTY REGULATIONS, GENERAL NOTES THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL. REVIEW THE PLANS FOR ,ACCURACY AND VERIFY ALL DIMENSIONS AND COMPLIANCE WITH APPLICABLE CODES PRIOR TO THE START OF CONSTRUCTION. SUBMITTED BIDS WILL BE ACCORDING TO THE REVIEW. ALL CONSTRUCTION, PLUMBING, ELECTRICAL AND MECHANICAL WiLL COMPLY TO THE CURRENT 2001 CALIFORNIA BUILDING CODE, STATE, COUNTY AND MUNICIPAL CODES. CONSTRUCTION SHALL COMPLY TO ANY AND ALL COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED AGAINST THE LAND, SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION AND COMPLIANCE WITH ALL APPLICABLE SAFETY REGULATIONS IS AND SHALL. BE T44E CONTRACTOR'S AND ALL SUB CONTRACTOR'S RESPONSIBILITY. OCCUPANCY GROUP(S): R -3/U -I TYPE OF CONSTRUCTION: V -N STORIES: ONE BUILDING AREA (eq ft): AREA: . EXISTING FLOOR 1522 PROP ADDITION 101.15 TOTAL OCCUPIED 2223.15 NEW LOWER CO's PORCH 480 UPPER DECK 48C 0 P.L. 240.2 C/L ESGQUON ROAD REVISIONS 0 ��tl, � •�� - In --- o ° "'tel N CD 0 �J z N ® LSM 1��^^✓ z 1 O J V LU n LU WE Z O Ifs JU p J4nU4rY 30, 2004 SCALE= 1'=20'-O" IBY: 0 SCOTT JACKSON JOS:UJFS DURHAM SHEET OF SHEETS —gig'' L TN il' _ T I -� E I LOADS S €I I D BY 'TRUSS ASR Ti>F' CHpt} 2X6 FIR-LARCH #2' C -LOG L . 0.29 5.52 it . 2214-97 19-U3 23.-40 27.05 BdT CHL�3Q 2X4 FIR--LARCH{ #i 33.57 n ,. WEBS 2X4 ` FIRS-LaFhC'j STANDARD BC JC-LO L-R_ 0 _2R 7'_ 41 IA . W 16.57 23.40 27', 73 33-57 c c to CONNECTOR PLATES MIST BE INSTALLED ' IN ACCORDANCE WITH : SINGLE M WEB il-TCC i . a EN 4. 6. D. 10 nu 'REQUIREMENTS OF I . C -R-10-= RESEARCN REPORT x`2949:_ %qJ) BDTTOM CHORD CHECKED' FOR iD PSF LIVE LOAD_ � ALL. PLATES ARE TO BE CE47EREp Ou J E J@INT, LEFT 7 R?6Hte T A- v 70P TCF 'BDTTOK, EXCEPT WHEN.LUCA ED UY' CIRCLE On 131WENSIDN_ ALL TDP CHORD, SPLICES OCCURRING 8ETWF-EN . SEE DRAWIM 130 FOR 'PLATE LDC:kTIONS ON TYPICAL JE3IWS.' PANEL-POINTS ARE TO BE LOCATED AT APPROXIMATELY Iso OF PAWL LEW-iTH FROM, PANEL POINT (WITHIN 12') A.NO .. Y, TCS CHORD SHALL BE LATERALLY MACER WITH ' PERLY CCt`41ECTEO NDULa NOT OC" IN RANftS WXT TO A P4'V k :INS SPACED -AT A MAXI" 24. O. C_ t�Et P�:QHT SPLICE. 14 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER 'PER NOS a' I NOTE 2X4 03 H£##-FIR On i3ETTER CONTIt7UMS LATERAL BOTTOM TA9LE 8..1&_ u' h CHORD SAA. ItIG 0 72' X'- ii _ REGUIRM .. ATT'r1;,!I WITH 2-16d NAILS- `BRACI�GIS 60-0 FEztll 3 IF A RIGID CEILING IS kTTAC 3 DIRECTLY TO BUTTEN (;HO i) _ BRACING 1�4e�AT�' �.t�IAL 'TOO BF Sr_PPLIE€� AND ATTACW AT i*T� ENDS T� A Sti [T) BL— SUPPORT BY EEEWCTIGN CONTRACTOR., t exis 6Xv 5X6 2.5X4`_ 2.5X4COUAITY i_5X4 ILDIM . - �' {- OVErAV 3c / 2 5X4 5Y15 5X5 � - /`` •-.amu _. r r �;. _ 4` S r- -� - - _15—i1:-4: ` Cr,. A . 33-x4-6 LIVER 2 sup _1 W- 3-50" 1 PLT..Tl' _-EHL€= - Li75 ri�MIS" A COPY €F �iFS UESTS Tit ERECTION C%>rt7flACrflA REV 35,3_-4 SCALE 0_IF75 t= o �axat iiESfGi CRIT; USC AEF €2---� IFS. . �r�F art �c eE E txsr A1NIN sx sE: esrrc$f # s3 Ls; ttsr�INME 3rr-.rss -tee ase cs�erss9.ess-7s-.;ecmw m� czar TC i t IBJ _'Q PSFhTEI�21 `�O i•; t= "OK �r tmr sur cssr a; �9 mme � ate: 7tt. t3pa�Earm x�t girls �i+rv[I Ei = ,�+ or; t=s bra traf "Swcarr ire aar� a r ":rt_ a rtes mar srst nrsar�mt;e marc TC €3L 10-0 PSF DRWG t- 427 'W- 17JOl { G � Q: v �E &marsh„ .� as cmigE r cv..anv sr� totes! � s.wc"a . rs sr arx�asurs c q o a'� �c s:.W ,sW roam a. aCvK IW � OW SE cx'nA:A T .�� A f3C DL (U) 'rs' . O ¢SF v1:-Eitfs { C Y AWlm7GCS.. 'v ssrr. sxts sa £sU• �m a == locra£ WTM r�WQG trr,�n *t. i X7+4 I'(j}' . L.(j . '�. Q r �C 33-1 {3'c`7 ' �r� =MR*- a� rams Aw mo m. "*_� �� aaM: t-DTT m 1:5 s .rw �a9 u no sr+rax s _ - of 0,1 :- 7 :acmws 4-C&m is cmwwcf. ��. M-LICAxt-a%34R5 o' As SZEta $" W. �:.srx_ a, ••a� zr-E rar,� f - _.�` v _ aaD zrss tr i_ r sa..c»e sxarF � r •scs.-a 2+9asDc t y g 0UR _ E dC 1-25 a.�r-sc�—=assracrac�csrr. rVpFr`�—_ T'. d _ Zitz S 1}I S SSidIT; 'T 37' 'f KELLO�... TH DNSFr'?E?J4 REP EfM MEMO - RUT i7P C ?€l�iD ' 2K6 Fi�t-LAR€�I ( #2' TC X -LOC L-� 0,29 6.97 1200 17.03 23_71 c3 Ci�Ra 2X4 FIR -LARCH #1 D WEBS, 2Xa FIR -LARCH: S o ARIARQ RC X --LOC ! Q . ?9 7.33 1- 7J i6.57 23:71 - , I+tYENTIC AL FRAl;I3 IS t+ 3T i iE RESPONSIBILITY OF THE TAi,3SS 115E THIS IIESIG�! FOR � �P T€ 5 @2'4' 'E}_C_ EXTEND 1Ga D`SICt�ER. 'PLATE gt� &CTUREFf. NOR TRUSSADVICE FAABRI FABRICATOR. RS MS � �� �L� � T�a�CTF �tAND 3 i �9pt �? �T�EF � �F� �24AC�Y� � � ERECTING T ASSES A� C�UTIi3�CG To SEEK DI WITH 2-iW NAILS AND 2XA DIAGONAL ;BRACE PER BMT 7ti FIGURE- 6 �) PROFESsSTONA EMIWER RFvAM1 CO NTI L `FR Ib*_ SUTPORT HZP RAFTER `iiIT l 'CRIPPLE EVERY 74ir} T iSSES (6611 w 91 R>� DESIGNED -FRS 7-11-04 ;SETRALCK TO kPPORT l aNVENTIONALLY FRAMED C E€� SIET AND BOTIOM SLP.P€JRTE€� END JACKS- SINGLE CUT �ic6 �c 'ESS 1_ 3, 5 PUN Cf CTCV PLATES K�ST GrE !NS-TALLED IN ACCOROMKOE .tti IT54 i LL:BOTTOM OPO M CHORD SPLICES S OC U INGXOPROXIXAT£LY "t Et NTs CF I_V.S_v. RESEARCH REPORT -f2949- IN #2`i 11A F PAWL .ENG€R FROM PAW -€.H (WIT7t ALL 'PLATES A FE TO. � rFtT iT CT`? HE , 0INT, LEFT TG RI IG' AND _-3 OOULIQ "JT OCC gat PANELS �X: T() A PAIL PQItnT' SPLICE � TOP TO 00TTOK EXCEPT. K LOCATE8 BY CIRCLE 0:Z 014ENSIBK- CQ ACT ATTNE SEE l� -ING Ent F09 PL fjE s i3L:l�I 3QN':� , T�IPI A� DINTS tjIS TRUSS IS €ESIGHEID TO f3Ea&M IOR $LIaT _ TC3r SHALL TE 3► L; Y $P.AC+cB $4 PROPER'L CMIN€CTS AM3 TICPtAL LOADS AT S�L3PIC' i �3CA+ CATIONS- TOP _1125 ACED ;AT A i A:KIKPt O GB_ 0_C_ _ PARTICULAR Cts IS ADVISED OURIR�G INSTALL&TIOM i Tf EN9JAETgitt THIS TRUSS IS ERECTED PRD'3EmY- CO CTOR P€ ATESSZr-_Wo FOR GREEN LUMBER PER NOS i '.ABLE 13_10 idr>te� 2 4 3 beg=£#s a1c Sett r ecrttin, lacerab t ci�uzd hiac2 0.C. max.. rewired_ At=, c. fou nails. S.acl=q Is'wD rQquir •erri c�ei3iag-is attached dt€rcE - a`a iscsttflcs cirrsrd amain i iato be svM1ied -- P.tta�cbed al bath enft to a suitable SuRvortTITE CO UNTY scI. I EE If 12 / s 12 rjQVEry , 3x jf t tk 4XA _ SX 4 � - 1�s 18---31 9 `t 17 2A-0-0 VVEP 2 SUPPORTS �� ✓= PLT_. TYP.-ALP fid S`i --� �Ji7�i F[fr�Nl fi �� Lupe [IF T-- � �: Ei� ��t TZE;i�i CONTRAC OR R: f* 1�s•�_� SC��� Rome ,.C,ESiii CRI T� 349 o Q o oT+.t iRTAi�T* � e RPFIIG mesad. eases x� a. r_ PSF TE�f + r,m=:�m=ccom m-"A ¢mew_cr -Orr—w• b:amea � 'T�. t a: C;E=VC rx sar r ag � z yr c�*ws r aq .t_ s TC DLPSFr w me •t zzsr sr�o+�a oars• s= . r��: - was. sante RrsEfm3C .r�sv alas >s saw sa smogs x� alai u x :L 3. VFWTCSI _L7i_ 3: _i'f, :F QUA ! Ftd_ �ACMKF�_ a , rt roc _• ros¢Ztsc+. t cs tom.. ao�c vc= lam . sR � �� - � sW szesa� •om t•.%wAaLf �rssas +s �c3nm %w �:. ,=ac:r=z�fy '3 1� �%tfF�.�AC_ �_�5 g��i�i sra *sF! tin_ a +a aT _ 13sa ssave 4 a ts�a infm � Icuscas. "d;*vLm. y3 3 - IT Xx•-rte^ . "_ �n acscs ISE 7' 1;` I a ' 43c f :malox Phi ` WIfT SM041LEED BY TSR OP CEfe3FC 2XE FIR -LARCH -42 TC X- OC L: -€L 0:2'9 8.77 17-00 25.23 33_72 � BOT' C7� CCO. L FIR -ZR H #I i EEM 2x4 FIR-LARCS STANDAM BC X -LOC L -Fc 0.2-9 a_77 17.00 25-23 33'-.71 Comw_ufm Pt,-kTLSs NLr-T BE IKI TALLEJ IN AiaMRDANCE WITH SINGLE CUTWEB #-F_d;:.3 ::.2' EMS: I.5 ID REM31REMENTS OF r _ C _ B, (T _ €SEARCH € EPORT -02949- r Wry WTT014 s„Hi3 ) CHECKED FOR 10 PS;` LIQ: LOAD, Wr Ar -L T£S ARE T 3E C_ INTERED ON TW, .:DINT- E07T TO RIZUT AND -4 ITP TO SCTTOM, EXCEPT WEN LOCATED &Y CIRCLE 09 DIMENSIDf-t_ tA) IXa f3 MEM -FIR OR BETTER CONTINUM ,LAVERAL SPACING TO � EE ORAWIF,G f3 FOR -PLATE LOCATIONS 4R TYPICAL JOINTS.', BE EWALLY SPACED- ATTACH WITH Ill SU NAILS. BRACING ,3ow MATERIAL: TO BE SUPPLIED AND ATTACHED AT BOTH ESS TOF k ._ TOP CHOM SHALL BE LtsTE IAL. Y BRACEDWITH. (PROPERLY` CORIECTED SUITABLE SUPPOM BT ERECTIDIN CONTRACTOR � MI -INS SPACED AT A JWXIMM fTr 24- D„C_ f IOR PLATES DESIGNED FOR 6REEN' LIAR PER FOS NGTE.- 2X4 13 HEN -FIR OR BETTER COMTI'W30US L&TERAL SGTTOK TABLE terIB- aZ 'SAACIMG P 72- MAX. D - C., MQUIW-0 . ATTACi-d Wj Tf I Q Z-16ti NAILS. SPACING IS_ NDT REQUIRED- Ir 4 AIr_3I0 CEILING IS ATTACHED DIRECTLY lj? WTTUM MOPEY. BRACIM6 94TERIAL '. TO BE SUPPLIED A ATTA'JED Al BUIR E14US TO A SUITABLE £! SUPPORT RY F -13 -EC -TION C RACTOP DID -_:- _IX -. -. 1 7X15 , - - ii V rgym.. - A X 4 '- r . _ j SXR 1 . SX4 E2�. G 3a 43 ,a cr 34-0-0 13VER 2 -'SUPPORT R-417:54, a .Sa" ii- 1576 It- 3.1W PLT_ TYP_-ALPINE SE3N =-IOi0373 F`-WSR k COPY rt: 'THTS DES -M4 70 ERECTION CONTRACTOR REV 15_3_4 SCALE _' 0.1875 xxsrE c s .m,s+ a *f, MPGR s ANT** ow -L wrr w .x� WkRI 1I NC s� , *,� �OES�GN ERI T: �18G AEF �f427--()34 4 34 snts-sve Q Gl � O ER172TYg i'C�ar-MU$-Sl3'i)EAl3ow Pi:.aYf' E�RiT'am! �e�p.8£" -TS r'S mnlm �iC-1 '- t� C3 G3 ICT ,m= r6op B "? saris('m vww'nw "m= rw tome -W AMC !®e t7a4 •e+it. six T TC L L J6.0 PS�. ATE 015120/90d r_P L7 4I7» : 'fSa�Litrr rs iSi ir tvi. 7►Cc EEas tat smrirxist wq=u rater TC DL > 1 PSF DRldfi" CltL51 7 $0 i7i02D � .,. .. p p. �i awasxn�r s� m Oka" �t em was EFICma OEIIJ c. LER.LEZ �>E�GFE a w tos>v asas6 =ltoc a� or �rss» ar.,E cures a �t rp ts.'� s �E ts:!wati�r iw'tm CA HC 8C DL �U} -Q PSF CA -of— �,• +TLT `mv6706 ''0,49= s1� AT E=W ,=M 1 ro LM -r ,c- WSW# FeKFMv R.cDES RtfDt6 ?EaTrsar. ! 6Ct7[ lEddll E�irEE6°:tE �' 1�R� � tnlq Gi['�: fir W 04CXD 7 TN R*Cl4 tiG m fki7o6 t �. :SAW � A.LI� PWn ,gfpq=r= CM WD MW ��.L TOT -LD. 3f . 0 PSF, ojA LEN» 34-0-0 Dt i PITCH 6_0112 C° 9'-3: Q .,:OsiB: KCS" 788ir !!6-'Hiiy�OL LER7Or (rE�TtiTlff`ft3a ai.1p .._ �. - _EAc _25 !3 ACING 24.0' TYPE COM-- mom- = THIS ! _ tIQNS)294A3' FOEAS StTb'MITTEQ BY TF3ttSs tdFR TOP CHOM SOT CHOM 2X FIR—LARCH fl. EXCEPT AS SHOW TG ' X—LCC L—R:: G.29 4.09 9:—AU 14.49 19_51 24-5Z 29.41 RCR 17 - 33 _'71 > WEBS 2X4 E`IQ--LAR,-N S'iA UAFO bC X -LOC L -R: 0_23 d_46 9-4& 3-._49 19.51 2.4.52 29.54 33-71 TA - . tt+ECTO TSL; TES KJST BE INSTALLEU 11K ACCORDANCE VITT 2 COMPLETE TRUSSES REG€ i RE7 •� .� F Gt :RSA NTS -1 -C _ 8 G' $ESEA.SRW REPORT 42SA9. FASTEN TO ;ETi-ER W11H 160 NAILS ~X ' Top CJ4--------------- 13" 0.4; . AL: aL"sES ARE TO M CENTERED -0)'C_"T�RE?� TFE .fJlNfs LETT TC RIGMT AND :dESS 4' O.G. 5TR6SE€i3' TOP- TC MTTOK EXCEPT m�M LOCATED 3't CIRCLE OR €FIMEWSICt4.,30T CH -_- --- ----_ 16, 0.C_ ,y SEE- ERAWING 130. Fflr `'PL4AJE 1 OCATIaNS O Z TYPICA- L SI NGLE C7lTi WEE IF -2 EW& 1, 3< 5, 719. 11 - CAME Eft. I-/- AT 54IDS AM z" " i WEVN BEA 1NGS_ ALL TGA AM) 30 e'TVk GWJP> 1PLICES t3 r-UP51 NG S~ TWEEN' CC1vmm frtRS 'JfI.MIT'. PAW"_ POINTS ARE TO BE LUCATETj AT APPROXIM4TEL � T NtSTQLM S 1S EFES14GPIEG TQ BEAR ANWOR 30FOM:" 114 OP PANEL LEMG,ri F r' •i -t POINT (WIT IN s21 ANG �Of TTIETfi.` 'C L kC :? SPECTF IC E-OCrT=u 3 _O INOF OCCUR IF( POELS NEXT T4 PANEL P[iI#T 5�'EICE. PARTICULAR CASE IS h0VISES BUMMS IP�sTA-LKTT&w5 ; Q ;- ' TED ENSPE TNkT i4�S .rS IS ERECTED M-5-SrLy_ IOP .1SKAL� 89- LATERALLY BRACED KITH PXf�`�Y ��GC PURILINS SPACED AT A AXIMUPOF 24' O.C_ - - tDSe= r3 is -Cce crr better cantfrmoas tateral bottm chord brac nq f:ONNE£TGR PLATES VESMPNED Fit GLEN LFOWR PER 3'US an~' 0-c- Max- regatree 3;tfa f -Isid mails- Bracing- is not rE Jtrerc TABLE R_t8. if a rZ tY: cellf!5 s attached, dfr t to bottam chord- Bracing. Convent ouai frajog Is riot the re-sgcrosibil tg of the Atruss destgner,, aaterial to- e sr�iled a� atta_ a both ends. to a Suitable supporf: plate wanufacturer, nor truss fa ritmtor_ Persons erecttog trusses t ecttor, ccrrtr3: tar ace cautioned to seek advice. by local proferslonat eng weer regardLopq coavx Uorial framing. fi Dime= %efer to drawIn9 3,1=2..656 for gable fill detalis f ate: Gable fes+- of thts Agin above lacks, to support gable - fill load noL to exceed 3 '?SF_. F 7hIs bosteao hfp Is destt}ned to �sT ost -t7-Q lads with. am vorebs_ In addttiva tblz bostou b1p is desilnec to suart ?" tog Leos oittiroKers. 3X4 4X4 3XIG 3r, M TE cou r F_X6 4,:4 3X4 1, SU 4XJ 6)6 ; �, Y ` � f 13 F ti .8 �L � fid` L5 s-} ftp q1 4M ji n. �. a-,361 -r€,' y 50' 4 - 3.50` Tl r-t€F�ns? CY�- THIS SdTE FTT1 .FC4 __— SCALE =43,3567 '' .Z' .�` OESEff7 CRrT UBS TiEF R42`7-�-034,34 t e a cr a I r`�C T iz�. T ,arF � ,F . ,a•R: F`� ;+r �e ui c*� Am ampr"kr"ta 9Sr 7SC�aTTP% w,or*rF r+r-7c: c. a is s: TC U, 15.0 psr VN Tk 06t' /0/9 uec rmwc an AW Ms M 'Tw_ as tQ Vae r +60 s=.ee IMME; rrz r:Tc n -aa.tzrr ;-mss es�R' aT Trr asp ees L:if�t f� 1Z7irEH'�R �R:LC ssca�- ' TCC 1 . c` ��SE t;{7K C,AUSA�.in 0071012 f' en � r�ccwrlwwu r ,a smcauraa �� � tcom worms rFaVs�:&'. �i� v &c v _ F3� 51-0 sus C -Er �: I s'ss s. c ae a -w ..e.5 ag p�r6 Ott u tsxs�.txr C!! t ,� T tr � saTr. R,� �- E+s�+ `rea*�c asv +terms 'nz.. st m� +ss g 0 I TI _ f PST= n r, -F-w 34 �rrT<e aura r .naa�A rrvr+ xsv - - - ,�,. 57®C.. LTcaG�G Kara aaE e` !i!r¢h(. ifs€+�.sfi�a S t.i . +aCC' t KIPS A"CZt . < S1t",�Tft fir,. / SNR --e M i. S5' ,.'3 .j; LltT-w wVw Fw* '=&Tw Lto0m .�. G"3 a=e C=x =:Im'S5 srs..' is ..erna+w. amass . ��er ;crnO,reo. ro• .ter sum"Overt;ie S{'Al. <T+� �.d _ f i' 1� T1ffFe HIPS__ TF: ,SP F?fi I&NSIM ZEUTTEI)Y z WR _ T4 GH0 1' 2Xo F iRt-! AF H TC X—LOC !_—F t €x .29 6.97 12.24 17-M 22-91 28.'24 '33-57 r; T 'CHORD 2X, FIS-�� �€ ? p REBS 2X F Y# -� �? Si�t�`IIARx r BC X -Lilt' t -F t €� _'c9 7.33 1 c_ 24 17_58 22 _ 2 28 .:z a 33_57 i., i!] ' U. - MSIGN FQn Y C"ON HI¢ TALFSSES @2 ��_C_ EXTEND2 G PLEBE TRUSSES AEQI.'i CU - -10P CROFIC TO HIP RAFTER Ah* S PPORT EVERY FOURFEET _ LATERALLY ,. BRACE rLAT' `F# C o WT 2X�! �s � BETiEt: ZEN -FIR @24' C.£. FASTEN TOCETHER W1 16t� NAILS WITFI Z` -15D NAMS AES? 2X'4 DIASONAL BRACE PSS=+: BWT-75 FIGUME 6M T — - D__ 'SUPPORT Hip PA- TER iftllk CRIPPLE EVERT =WO TRUSSES (661 _ WEBS,� �cr O,a. C_ STAGGERED SO. C?: CO:�cVENTIONAL :�R4MT[W,7 iS fQT HE SP NSIBILIT`� OF THE TRUSSWSI HER, PLATE f4&a;.Fa.CTL�Q, tom; TF�S F-AfrRIC&TOR_ C°Epsm45` 7x f' MTP '€3ESIG'�tEQ � SUPPORT s-;"-fitf JACKSsi?TH NO 'WEBS. E ER -C 1 IN5 TrMSSES RPE CAUTION`M TO SEEK ADVICE Ry LOCIAL t Fpc1KESS ON+., Ft4Gjh'E£R rjECA_q-t3jN C("WENTI'MAL ;:RA ;IPro _ SmPlss E uT WEB f-,2 ERDS i. :3. 5-7- S. 1 i Y _ r� r'-' F r if -4- AT tilUSPA1- 3E3 EM, z ENRI ,S. �..�..C�I�A�:.,�- �"T; CAMBER 2F AE9JF:rZhEty F S i r s Vo _i -X4 *3 �-M-FITI M1 BETTER CON 13t� LATERAL SPAUING TO XFi, LEFT TL3'�,sTt'E ttLl SPACED- AiT4H WIR 12) 86 MAILS iRAIN& 4Lt ru4 TE ' ir T Fi{ham g? % fG Y IIIP TO BOTTM-t. EXCZP '06E f LOCATc 3 SV CIPZLE OR fFiMENSl . l�`aTERIAL 10 8 SUPPLIED AM KT?ACHEM AT BaTm ENDS TG SEE €3RA*IF C: #3O FOR -PLATF s. ATI€'s'.s ON TYPICAL JOINTS,- 'SUITABLE �T 3 E�CT1t& L.t3!�'ERACTCF'i. ALL waw S f: -2m. `.tRE irn-mmoN sti;E MAILS.-�,`]-`> .�? br�ti � t��_ ALLY B€�AC:.rt fiei'�t4FsALiPEM� �CTEt3 + : 7�s Ei€ �_: ztt=: atl c 3ai Liottc . ciz�ra "brac-,F'aRLIA SPACED i&T A MA ,11MUK OF 24' C_C. 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C-ximax �� r�:� a3xts is �.4� a� -:i rr�� � t� eE iaarxt'F.'�£EU GA prVgE CmpaccCAan "aG rMa r�,. at � �'T � Ea:o� ♦b; �r4 z1.7 -JtYtK A;:StAi7lt +SW,;k•=J - - '� _.. t - - �' I - { - I i P : - ✓.� . 0 PSF m A t_EN _ -0 X 0 _5 ,i a�.a' aW7 syr � 4' 2*==L Ckm wwMIMa NL 6t m" 004- %1%" Pme mv_j� to SwR�G j. - }� >� - `� swc ssuittya: :.slvts3s� g arc R 7M an t4si a Y4s t satsw j rllf3..+ a'LL . i _L�`�' PITvH S.'zts + t--� zmi _-*u vm ft -,.n_ 4, f-vver,sm_ 33W -*m -,L %!% 4 igrw 7,Tw ET4jq%wr M -41M u''+>im 4i .E S y ` is-.tl-�1+t67EL' F4Ev