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HomeMy WebLinkAbout069-220-0741 NOTES RESIDENTIAL • �e PERMIT NO.—_069-220.074� 04 -0205: -- CAMPBELL, RICHARD 25 SKIPPER CT, OROVILLE / Cont: CURTS CONST ✓/ NEW AWNING(REPLACE) i i - t fi I r SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER o- 3 JOB FINALED (Date) /DL4 Signature J=OK 0 = Not OK . = NotReadyable CARPORTS, GARAGES (Plans) OK except #'s , 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./ P LPG Ext.; Steps -Doors -Landings 7. Well Clearance R Disconnect 8. Utility Clearance 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval Date 10. Card B-1 Date Card B-1 Date 11. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Enclosure; Fencing -Alarms 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector Card B-1 Date Card B-1 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECK,,S,COVERS, CARPORTS, GARAGES (Plans) OK except #'s Card B-1 Date Card B-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 S�Jhg-Frg-Bracing Setbacks -Easements 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 I , 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- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 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-/ /" 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 Ftq.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle _ 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 57. Siding -Nailing Veneer Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Pertnit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled Date 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 70. Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters D Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT O. (Rev. 12/96) APPLICATION! AND PERMIT � �-0205 ASSESSOR PARCEL NUMBER 069-220-074 ZONING RT1 BUILDING PERMIT OWNER RICHARD CAMPBELL TELEPHONE SO- FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 25 SKIPPER Cr OROVILLE CA 7 048. 00 CONTRACTOR'S NAME CURTS CONSTRUCTION 534-8J62 TELEPHONE CONTRACTORS3367 MORNINGSIDE DRIVE OROVILLE CA 95966 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 9048.00 - ARCHITECT OR ENGINEER LICENSE NO. Pilin Fee $ 20.00 Permit Fee $ 117.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 76.05 BUILDING ADDRESS 25 SKIPPER COURT OROVILLE CA 95955 Energy Plan Checking Fee $ $ PERMIT FEE $ 213.05 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW. AWNING TO REPTACE, nTTt (DUE TO STORM DAMAGE) 12 X58 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A oR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license 11 force and effect. �7 License Class IS i L Lic. No. %5/ lOy2 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. IV I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( 8 ACC. BLAS. 3.5¢FT. NEW CONS MULTI.OUTLET NON-REslo. @7.50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDCTURES aye 9': 0 Ex. Occup. oF"EEDTS q=ID.oE, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 09, I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall frthwit comp h se provisions. X Date /',z? 2 Si nature of Applicant - ❑ Owner Contractor ❑ Agent I An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONSTTYPE . TOTAL FEE $ 213.05 HAZ. D. FEES IMP O _ CDF PARC PD HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for whichfes have been paid. I y VV)Date 01 PERMIT EXPIRES O (i5dng Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA. 95 �P ,9j,5., hone (530)538-7541 Fax (530)538-2140 PrlDX4T'r AV1DT TrNg-rTnAT DATA c!Tjvrr OWNER: I 1 C I6( Gd 0A rnQ be/ I ASSESSOR PARCEL NUMBER &v(7 20 - 6 '7 Proposed -Building Use: �/&w Awei,,,70 Counter Technician: 7P. Date:/-,;) 7 64 Items required in order to apply for a permit! All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans.. - - o 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. 0 4. Engineered truss details and layouts in duplicate. No faxes! 0 5. Letter from Engineer or Architect for truss design review. 0 6. Energy compliance design and supporting documentation in duplicate. 0 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 0 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie.down or fnd plans, all in duplicat-.. 0 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. 0 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate 0 11. Site plan and business license approval from the City of Biggs 0 12. Letter of intent for non-residential buildings 0 13. Detached Accessory � Building Form filled out by the owner 0 14. Hazardous Material Form 0_\15. Sanitation and site plan approval from the Environmental Health Department in 0 Chico 0 Oroville, as applicable. _ev& Other, Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 0 17. Fire Sprinklers ............................................................................................ 0 18. Agricultural Buffer cIr and site plan apr from the Ag Commissioner Sent by-.. 0 19. Soils Report and/or Engineered Foundation required ........................................... ......... 0 20. Erosion Control Plan Required ........................................................................ ........ 0 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 0 22. City of Chico Plumbing permit ........................................................................ 0 23. California Department of Forestry plan approval 0 paid. Sent by: ............. 0 24. Planning approval (A) Use:L>K (B)Parking: _(C) Parcel Check: - 1- o 0 25. Contact Land Development about -Improvements, - Drainage........ 0 26. NPDES Form ............................... **'*''** ... ... ........ 0 27. Encroachment Permit for driveway from the Public Works Dept ........................... 0 28. Pre -Inspection for required....... 0 29. Contractor's license information. (Number, Name Style, Classification) ................... 0 30.. Worker's Compensation Carrier and Policy Number .......................................... 0 31. Owner -Builder Verification (_ Given to owner, -Mailed to owner) ..................... 0 32. Letter of Signature authorization ........................................................... *** .... - 0 33. Recorded copy of Agricultural Acknowledgment Statement ................................. o 34. Manufactured home utility clearance ............................................................... 0 35. Existing violations and/or expired permits .................................................... 0 36. Deed Restriction .................................................................................... 37. 0 Grant Deed, 0 M.H. Title/Statement of Facts, 0 Letter from Legal Owner, 0 Check to H.C.D. $ 38. Other: ID 39. Other: -?jL2z�11-n1t When issued Telephon�!S�and hold for pickup._3 6 5 I have bee�ninVforme items and requirements for obtaining a building permit. Applicant: Date: -Z% 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required 'Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by _ Date: Contractor, designer, owner, was advised of the above to by 0. phone, 0 mail, 0 counter b Date' Plans reviewed by: - -Plans approved by: WC7- Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division Building Permit Number: Q 7/— b.:;-) 05— Owner SOwner Name: Ca" b'a� Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your .parcel lies within a designated 100 -year flood plain. Finish floor, electrical, =' S H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required V Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: OY— 0 Z Owner Name: Parcel lies within the State Responsibility Area (SRA). Comply with attached 0 requirements. Fire sprinklers are required in this structure. J' The following parcel map requirements shall be met: Ek All structures and equipment including ove"eet s shall be clear of all easements. A setback of0'om the side ander om the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. 0Expansive soil may be encountered on this site. This condition may require the 1 foundation to be designed by a California registered engineer or licensed architect. l.' 0t 10 0 1 ;�ame kVIUt5ILtr1UIVlt bUILUIIN4U rirzUUrSU F'AH(;tL IVU. Address ZS SK�PO�� cT CA'Oaf .SITUS 00' - 22a-07,1 DECAL ko- 0 /ate MODEL Gi1N110g- QUALITY CLASS L � � D YEAR BUILT X 77 ZAt<fo Z TYPE ❑Single Wide ❑Expando Wouble Wide ❑Tag ❑Triple Wide ❑Other Description Typical No. ROOM AND FINISH DETAIL TRIM FLOOR FINISH INTERIOR FINISH Material Gr. Walls Ceilings C �— lx1F-.iN6 �c�zo rE>e SERIAL/ 0q (00,,'7, (p: � A-113 MANUF W l �� � (yt C EXTERIOR ROOF STYLE SKIRTING Deling. Lic. Sold New Alum. Panels Arched Alum. Panels Ent. Hall Vol. Conv. Perm. Found. Masonite Panels Flat NAlum. Shiplap Living )o PERMIT DATA X Alum. Shiplap Siding X Gable Masonite Dining yo Permit Decorative Stone Cut Up Fiberglass Family Amount No. For Dat Other Exp. Fasteners Pitch: L M H O'Hang Brick or Stone Ft. Other Bed Bed Z WINDOWS ROOF COVER HEATING Minimum Galy. Iron Forced Air Tract Size Enameled Steel Downflow Picture Asphalt Shgl. Upflow Utility yo NORMAL % GOOD Bay Compo. 54 Wall or Floor Kitchen EFF. APPR. Remain YEAR YEAR Age ing Table % LifeI Thermopane Slid Doors Lin. Ft. INSULATION Gravel, Rock Other UVoP5TeVr_ 1 Other Set-up for A/C FOUNDATION 1 Fireplace Permanent Counters FINISH No Floors L.F. Cabinets BATH DETAIL FIXTURES Walls Wc La T Tye Grade St. L.F. SHOWER O.T. G.D. Finish Floor R. Piers COOLING I )c Z yl I Walls R. Tie Downs M Refri . H. P. ( �C Ceiling R. Heat Pum Thru Wall SPECIAL FEATURES Evap. Cool Oven Microwave Compactor Bar -Wet, Dr Range Dis osal Cath. Ceiling Book Case Hood -Fan Dishwasher Hutch COMPUTATION Appraiser and Date -7/13/3 Unit Area Unit Cost Unit Unit Cost Cost Cost Cost Cost Unit Unit Cost Cost Cost Cost Unit Cost Unit Cost Cost Cost Unit Cost Cost Mobile Home 14(( zZ.13 Oo Air Conditioning Evap. Cooler Dishwasher Bar SkirtingS Other GG C.+-(7,) A/ TOTAL R.C.N. MAIN (Z/ /o Carport/Porch Root Porch Storage Shed SUB -TOTAL R.C.N. Deduct (Sin lewides) TOTAL R.C.N. Loc. Ad'. NORMAL % GOOD R.C.L.N.D. MISGtLLANEOUS BUILDING RECORD PARCEL U(Aq-ZZo-U7� ,4DDRESS SHEET oZ OF__!R_SHEETS DESCRIPTION OF BUILDINGS Bldg. No Structure ,_ Size Found. Wall B Eu/erior Roof Floor 8 Interior Detail Second Story or Loft Year Built Est Tot. Life Yrs Type Cover 19 Bldg. No. APe® Unit Co 1 Cost % R. C. N. Good L. N. D. Unit Cost Cost % Gaod Aix srl Unit Cost Cost % Good R. C. N. L. N. D Unit Cost Cost �° R. C. N. Good L. N. D. ' 7- f c k—, 6c" • So IoC-> Ooh___ /177 4 -511'tel- 10 aa Q 1 oD 4000..__..`5 400 O LLCCA T10N'; o COMPUTATION Appraiser -Dote jG .3 _01 1942W -::T� �0-Il 19q$ '-)c 34 , 1Zq '.0 oz 19 Bldg. No. APe® Unit Co 1 Cost % R. C. N. Good L. N. D. Unit Cost Cost % Gaod R. C. N L. N. D. Unit Cost Cost % Good R. C. N. L. N. D Unit Cost Cost �° R. C. N. Good L. N. D. i IoC-> Ooh___ 6000 10 aa Q 1 oD 4000..__..`5 400 O LLCCA T10N'; o file, Total G%ODO s or- Z/za oZ. I o0o Appraiser- Date 19 19 19 19 Bldg. Area Unit Cost % R. C. N. Un t Cost ria R. C. N. Unit Cost r/° R. C. N. Unit Cost �% R.G. N. Total A!7 ;%I_" 0_'46 Assessor's Parcel u Owner Name Address / Phone No. Site Location Contact Name ®® M00 — H[Z© scale: 1 0 Phone Sc3D --shy - PSG Z 0ddW2.MM FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres ' 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: I ALUMINUM ROBE PANEL A & P NOTE& TOTAL WEIGHT OF ROOF SHALL NOT EXCEED 1.0 PSF DETAIL ©FOR SPLICE 1 1/2' SO. SCROLL POSTS. ATTACHMENT CHANNEL SEEDETAIL 1.3- PY1�-OCCaTN OF STRV OTIMEN ND cc, ' C�Re P�JecT �N I SS THA01 Ev ALTERNATE&N❑ SINGLE POST PO - OPTIONAL, CANTILEVER O�BEAM kPgeC NG SPLICE S MaBILEkOME AT END BAYS. NOTE, EACH COMPONENT IS INTER- LEVATION CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. PROJ. = 12'-0' MAX. -- ATTACHMENT CHANNEL MOBILEHOME SEE DETAIL IIx FASCIA, SEE DETAILS Lj W C3 c1 a INSTALL POST VERTICALLY Exi POST BASES, SEE ObO O � .N. t 1/4' POST AT I 13PTMNAU II CANTILEVER BEAM SEE DETAIL b # CONCRETE SLAB h (WHERE OCCURS) NATURAL GRADE'> NOTE, ATTACHMENT FOR SLAB. SAFTEY STAKE OR AUGER ANCHOR IO ©$© WRAP-AROUND SCHEDULE 1 PROJECTION MAX. ALLOW. PR Li L2 44' RAILS .06' RAILS MAG GUTTER RF. H EXT. H EXT. 7'-0' 4'-8' 7'-0' 1 1 I 81-W 4'-5' 6'-7' Y¢ 9'-0' 4'-1' F a E l8'-0' 3'-u' s• -lo• 12'-0' U-0. 3'=9' ' S'-7' 12'-0' 121-0' RF. ATTACHMENT STRIP OR ERT. HANGING RADS BACK TO SEE nSARWND SCHEDULE. fU z C3 U W Ix 0. WRAP-AROUND PLAN O - MOBILEHCIME. AWNING T STATE OF CALIFORNIA10 PSF ATTACHED SECTION- C3 ECTION 12'-0' MAX. ATTACHMENT STRIPS OR HANGING RAILS, SEE SCHEDULE 1 1110 SMS 218'O G i 1 1 �#8 SMS AT EACH RIB CAT 8'O.C.) ►- #10 SMS AT EACH LOCK CAT 241O.C.) y DETAIL QB V/ 1 1 I t 1 o a Y¢ 1 1 F a E W .;E a = - t t BRACKET, ACKT, SEE DETAIL ® g V/(3>-#10 x. PER 1 1/2' S0. POST EACH SIDE TOP OF 470'0. 40' 4 5' 3.00' �--•4.50' 4.50'-�- 4.50' 4SU' 3.00 24.00' 24" TRT -'V' PAN (ALUM. ALLOY 3004-H36 OR EQUAL / 0.02 M) u .77' .09R. (LS.) 67' u 25' ALL UNMARKED RADII ObR 44 2.5' .YGIr I KILK, ITP. O 8'x21/2" RAT PAN W/(2) -V'S MAXIMUM ROOF ALUM. ALLOY 3004-H36 PANEL SPAN 12' rl::� OPTIONAL DECORATIVE FASCIA C WOOD, ALUM. OR HARDBORD > SQ# L4-TOi EACH SIDE OF 3'. ALTERNATE, U4' g BMT W/ WASHER` EA. SIDE OF 3' S0. POST rl FASTENER, SEE DETAIL KO 1 Snr. 1 I +F.15'01' .10, j O } 3' S0 POST 1 �5; BRACKET AT BASE SIMILAR, SEE'DETAILo w SO*POS71C4-ATAL)EACH SIDE OF 3' ALTERNATE, 1/4.0 BOLT V/ WASHER EA. SIDE OF 3' S0 POST OR 240 3' S0, POST 6.5'R.F. ASCIA/3'POST J J X. COL Q error. .• .• -- O • 1 SEE CROSS SECnON 1 W I I PO T� 2 �W SPUCE ALUhL ALLOY I SEE DETAIL V R FOR POST +� • BASE COW (D j METAL • . n IM's • REG'U. NOTE, ATTACHMENT FOR VAR SAFTEY STAKE cz)Na14 r90 -Fogy x, OR AUGER ANCHOR IQ &Hb&® snLs $C4' MAX, HT POST CDNM AT WALL OG PEAKED ROOF DETAILS I{ o E ALM=] RAPH RD. DOWNEY, CA 90240 FAX (5821927_2; FOX ENGINEERING INC. r, KAK �. JAMES M. FOX• STRUCTURAL ENGINEER `JAMES G. FOX CML ENGINEER (�2Iso61, 8060 G 3.00' SQ.� -I 3.00'SQ.� -1r.000C-._1 I00- d 1.50'�--1.50' -- INA NA � 1S' SO. ALUM.' POST HAG. POST 3' Sa ALUM POST A o a- 3' F. ALUM. POST 3' S0. ALUM POST -ALUM. ALLOY 6063-T5 ALLOY 3004-H36 ALU{ ALLOY 3004-H36 USE 2 ' 3.00' OR ' BRACKET 2 40' [10NOST IS 9'LON OR L2' L5'POST x 10'-WMAX HEIGHT 3 .375' 0, 3' POST x 14'-0.' MAX. HEIGHT4T051.5 L50 MAY BE USED *.070' .75' .062' 2 EXTRUDED MATERIALI ALUM. AL3004-H36 ALUM. 2 RGLLFORM 6063- •60' 6063-T6 ALUM. 2 EXTRUDED 0BRACKET O TYP. .070' BRACKET FOR 3' POSTS 150• 50' 410 VD. SCREWS 2 16'OC t-- 0.04' .06 V/1 1/2' PENETRATION MIN. INTO 078' SOLID WOOD .010'2x90'j pp -A 0' b33' I�' .25' .DS WALL •56,281. #t0 SMS a PANEL FASTENERS .2.600' LOCKS OR 48 SMS 4' AT EA CONTACT M.ALLLppY 20 - 5'. x.75' 63 -TS CONTINUOUS SPEED RAD_ .0604 ROOF PANEL Dr. PER DETAIL CWHERE OCCURS) ROLLFORMED HANGER FOR 90 MPH WIND USE, ALUM. 3004-H36 2 1/2' HANGER CHANNELP1#10 x 3' PENS. VOOD �� 410 SMS 2 EA C13NTAC SCREWS 2 16' o.c E.OR n 1J') WALL CONNECTION SICREW0 x S @ S' or- WD. Ac=mwBOB=0OR=uc VRB AAnTT CMB, DiVW0N 11, IAATI • IUBJ=T0 N0rSD ATPtM1LD=MTAVnW 3B0RA"W"AHY0M =WX 0 1UQ0MM4 s0?AMUCA= ft'JrlS LAM A= ABGULATMM 0100=AM BrAN0AM R.F. ATTACH SEE DETAIL 2 1/2' PANEL' / FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROD. EXISTING EA MAX. 12' OVERHANG EXISTING EAVE CONNECTION O FOR 3' SQ. POSTS 4'x4' WOOD POST , DOUG LARCH OR C(CMUST.OSTRUT> GSR.) FIR CEDAR USE STD. POST BRACT ET W/(2}#10 SMS EA. SIDE OF POST ALL PRESSURE -TREATED WOOD OR FND. . OR 114.0 BOLT THROUGH POST AND (2)1/4' 0 x 1 114' RAWL DRNE ANCHOR REDWOOD MARKED GR BRANDED BY AN IOR EQUAL APPROVED AGENCY ✓ERHANG-/ ' ' I L2' SA I I POST, SEE I I I DETAIL QB I t4 1 IR I BRACKET SEE DETAIL QB V/ SIMPSON PER\IC.B.O. 33' ER-532-410xL2'SMS V/(3>-#10 x. PER 1 1/2' S0. POST EACH SIDE TOP OF ALTERNATE& C INC. SLAB I 1/4''0 BOLT PER POST. 33, BRACKET / iq COWL "V4'0 x 119* RAWL DRNE ANCHOR PER PER © IC80 ER4514 OR EQUAL CONCRETE SLAB O Z M Fox,SEs1BROOF LIVE LOAD c. Fox 0-21so 10 P.S.F. SPA # 88-60 ANCHOR BOLTS (A- 3/8'0 x 3' EHBEDED KVDC BOLTS 1 fl`�'9'KB-11 PER ICBG ER -4627. lJ 1 1 C �4,qiq. � Dq Y 4" COLIIMId PROFII.E yy YOSTAN�F30R6GE q'U 1 LD I N G D E PA' � OPTIONAL WOOD FASCIA O r3 M 1) I ITS& POST MODELS MOBILEAOME AWNING - ATTACHED jos Na 02-0168 OURALUR PRocivars ING REVISION DATE 8268 ALPINE AVENUE 8-2002 SACRAMENTO. CA 85626 (916)452-7021. (909)736.4500 SHT I OF2 4' I—BEAM ALUM. ALLOY 6063—T5 SIMPLE SPLICE 9' . � II TYP. THICIOdP =.03T 8�8' it MAG POST ALUM. ALLOY 6063—T5 t12 S.M.S (24 TOT.) c MAG. GUTTER ALUM. ALLOY 6063—T6 C 4.5' GUTTER ALUM. ALLOY 6063-T6 u V ALL PANSi #10 SMS @ LOCKS jjR #IS SMS @ EA. RIB. 2.57'. :...: -. . #10 SNS @ EA. 2.08' CONTACT(TYP) .035' R.F. GUTTER FASCIA—ALUM. ALLOY 3004—H36 6.5' R❑LLFORMED ALTERNATE GUTTER / HEADER / CANTILEVER BF_ AM FULL MOMENT * . ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004 H36 OR 6063.78 FOR EXTRUDED OR 6063 -TS FOR EXTRUDED NOTE: USE SIMPLE SPLICE ONLY NOTE: RILL MOMENT SPLICE MAY OCCUR L W ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END SAYS SPLICES — ROLLFORMED & EXTRUDED FASCIAS Z— COLUMN, PLATE & BOLTS SMALL BE GALVANIZER ST TYPE SEE DET. 2 11 3/8 7/8' / —1/4. 8 BOLTS , ISI 0 1' PL. -2 3/4'x2'x10 GA. AS.T.M. A36 STL L375' _ 7 GA. PL. X18') 11/16 B ROD 3/16' 1040 STL 1.375' ALL PARTS PAINTED z—t�l:urw, Ga 'RUST—O—LEUM' PER 20' A.S.T.M. A36 STEEL GENERAL NOTE 7, SHT.2 1 3/8'x2'xl 3/8' OR EQUAL _I •11 PL-12x12x12 _—'' 4' DIA. 9 GA. G AASTM A-36 HELIX . ASTM A36 STL STEEL FOOTING SHALL BE MANUFACTURED BY ABESCO. STL FTG, : / 15' POST O MOBILEHOME AWNING "TF 27KAK STATE OF CALIFORNIA 10'-0' N 10 PSF ATTACHED 81-4' new m COLUMN SPACING SCHEDULE ❑ MAXe PRII,JECT. ON CONC. SLAB , SAFETY STAKE, OR AUGER ANCHOR 8'-0' 9'-0' 10'-3' 10'-0' 9'-2, 11'-6' 81-4' 12'-0' 7'-8' ELITE STRUCTURAL SANDWICH ROOF PANEL Mm + Qw . ABESCO AUGER ANCHOR .@ "IMMWMIMTOCAO N>�ueucriv¢cosaekc.RAPH FOX ENGINEERING INC. JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CML ENGINEER RD. DOWNEY, CA 90240 FAX JAMES bt FOX, SE 518 JAMES G. FOX 621543 K MAMACMMommsammmoma Acmmoxnwa=moxn==m 88AI38A1�lA7ULYCOD4DMSiON13.PA2T1 _. AMOM >saamLzma Rxmcrm vs Norte A7PAmu DOBEworAIIfm=oR Anmwm mY o3 mna, OBDEYGIIONF700U R8=RMw=M OP AP"UCAK3 3LS=LAV3AND RHAULA3UM 63 GENERAL NOTEi 1. ALUMINUM DESIGN PER 'ALUMINUM MANUAL' BY -THE ALUMINUM ASSOCIATION AND PER TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE CODE AND 1997 UNIFORM BUILDING CODE. 2. POST MAY BEAR ON CONCRETE SLAB IN LIEU OF RIOTING, CONCRETE SLAB SHALL BE A MINIMUM OF 3 1/2' THICK, IN 0011CONDITIAN AND APPROVED BY THE ENFORCEMENT AGENCY. POST SHALL NOT BE INSTALLED LESS THAN 1/2' FROM EDGE OF SLAB AND SHALL NOT CARRY MORE THAN 500 POUNDS WHEN ON CONC. SLAB. $EE SCHEDULE OO FOR POST SPACING FOR NEW SLAB& COMPRESSIVE STRENGTH IN 28 DAYS TO BE 2,500 P.S.I. MINIMUM. 3. SOIL MAY BE ANY NATURAL SOIL OR MEDIUM TO COMPACT FILL EXCEPT LOOSE OR ORGANIC TYPES. SOIL BEARING VALUE 1,000 P.S.I. 4. FASTENERS TO BE GALVANIZED OR CADIUM PLATED OR STAINLESS STEEL OR 2024—T4 ALUMINUMe 5. MISCELLANEOUS STEEL SHALL CONFORM TO A.S.T.M. A-36. 6. PAINT, 'RUST—O—LEUM' OR EQUAL RUST INHIBITIVE PRIMER AND FINISH COAT. 7. ALL ALUMINUM ALLOYS TO BE AS SPECIFIED, OR AN APPROVED EQUAL S. ALUMINUM IN CONTACT WITH STEEL SHALL BE PAINTED WITH 'JONES— DABNET' ZINC RICH 392-151 PAINT OR AN. APPROVED EQUAL. 9 EACH PATIO COVER SHALL HAVE PERMANENTLY AFFIXED AN.IDENTIFICATION TAG WITH THE NAME AND ADDRESS OF THE MANUFACTURER, ROOF LIVE LOAD, HORIZONTAL WIND LOAD, WIND UPLIFT, APPROVAL AGENCY AND APPROVAL NUMBE I2. SOLID PATIO COVER MAY BE ENCLOSED WITH OPEN MESH INSECT SCREENING AND / OR WITH READILY REMOVABLE. 1/8' THICK (MIN.) PLATE GLASS, OR .115' THICK (MIN.) SHEET GLASS. PATIO COVER ENCLOSURES 'CONSTRUCTED OF RIGID MATERIALS SHALL BE APPROVED UNDER SEPARATE STANDARD PLAN APPROVAL SCREEN ENCLOSURES AND WIND BREAKS MAY NOT BE ATTACHED TO COLUMNS. ROOF LIVE LOAD 10 P.S.F. SPA # 88-60 MOBtLEHOME AWNING - ATTACHED tpg NO 0¢-016e PRODUCTS INC 8268 ALPINE AVENUE REVISION DATE SACRAMEXMTO. CA 95828 (916)4527021 (9091736.45M SHT 2 OF 2 CN;) ........... ------ C, lN- L C'J .... ----- --- Ilk 41 - JOB A.9 -J i �! Fr --:j Vis j I ! I I I � I ! ' ! •\ � I .. . I I . ! ! '... i .! . 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