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HomeMy WebLinkAbout073-110-021073-110-021 02.3068 WHITTIER, DAVID 3142 FORBESTOWN RD., OROVILLE CONT: CHRIS CARTER CONVERT AG. TO LIVING (AS BUILT) 4 073-110.021 '102-3398 WHITTIER, DAVID &c AVIS 3142 FORBESTOWN RD., OROVI COM: CHRIS CARTER INALE NEW SINGLE FAMILY �. LAND DEVELOPMENT PERMIT CLEARANCE 093- )10-021 AGOf-lu2 W x'11 • I / 1 G i : ,� 314a �a rb¢gi'Dwn (c{I� 013U� ILQ •�- ENVIRONMENTAL c HEALTH CLEARARANCE DATE - 11-5--02,1"47" I �j I= 1 R ReSIDENTIAL Q PERMIT NO. { 4 �l t; F SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ' 1 I ! OFFICE COPY J Address 'F GAS Meter By Dat& ELECTRIC +1 Meter By Date t� f t r JOB FINALED (Date Signature I& J=OK 0 = Not OK . = Not Readyable MOBILE H6MES 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-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L -ft. / . /'Nat. or/ %" L "ft./ P LPG . 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date . Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8.1 Gas and Electricity Tagged - 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date 1. Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. 1. Zoning Requirements -Setbacks -Easements Electric 8. 2. Footings; SizerSpacing-Marriage Line Siding; Nailing -Veneer -Stucco -Mesh 10. 3. Blocking Ext.; Steps -Doors -Landings 12. 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 r' 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 andlighting, 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 Date Card B-1 Date Card B-1 Date Card B71 Date . Card B-1 N.-/ 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.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. 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 PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water e; Test & Anchor -Nail Protection 19. V.; Test Fittings & Anchor -Nail Protection ✓ Shower Pan; Test, First Floor -Tub Access est 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 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Date 24. Fixture & Transformer Clearance -Ins. Protection Date 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. 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 35. Smoke Detector 74. Elec. Outlets & Receptacles at Kit. Counter Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 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 ❑ Yes _ 83. Following Instld./Drive D Yes 0 No/Walks 0 Yes O No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: S6j Mw M'[T FIBER GLASS BLOWING INSULATION BATTS' AND BLANKETS When installed in accordance with the man- ufacturer's recommendations, Knauf batts and blankets will provide the full R -value. THERMAL. PERFORMANCE (ATTIC APPLICATION) The stated thermal resistance (R -value) is provided by installing in accordance with the. manufacturer's instructions,. the required number of bags per 1,000 sq. ft. of net area, at not less than the labeled minimum thickness. Failure to install both the required number of bags and at least the minimum thickness will result in lower insulation R -value. Bag Weight -Nominal 28 tbs., Minimum 27 lbs. ••R-18 in a 5.5" cavity. Conforms to ASTM C 665 and Federal Specification HH -1.521F. EQUIPMENT REQUIRED To achieve labeled R -value, this product must be applied with a pneumatic blow- ing machine and a corrugated hose with a minimum .25" internal corrugation, a minimum length of 150 ff. and a diameter of at least 3:' Coils in the hose should not be less than 36" in diameter. Acceptable material feed rate is 5.35 lbs./minute. Recommended feed rate is 15-25 lbs./minute. To obtain an insulation resistance (R -value) of: R-60 BAGS PER MAXIMUM ri• SQ. Fr. NETCOVERAGE• Contents of this bag rrr sq. ft. of net area should not cover s�oulcl not be less than:,, more than: 37.8 26.5 SF MINIMUM WEIGHT . FT. The weight per sq. ft. of installed insulation should not be less than: 1.058 lbs. MINIMUM THICKNESS Installed insulation should not be less than: 23.50". R-50 31.0 32.2 SF .869 lbs. 20.00" R-44 26.9 37.2 SF .753 lbs. 17.75" R-38 22.9 43.6 SF .642 lbs. 15.50" R-30 17.9 55.9 SF .501 lbs. 12.50" R-26 15.5 64.6 SF .433 lbs. 11.00" R-22 12.7 78.4 SF .357 lbs. 9.25" R-19 10.9 92.0 SF .304 lbs. 8.00" R-13 , 7.6 131.6 SF .213 lbs. 5.75" R-11 6.2 161.3 SF .174 lbs. 4.75" This product conforms to the performance requirements of ASTM C 764, Type I, and cancelled Federal Specification Class B. R -values are determined in accordance with C 687 and C 518. "'R" means resistance to heat Flow. The higher the R -value, the greater the insulating power. Ask your seller for the HH -1-1030B, Type I, fact sheet on R -values. BUILDER'S INSULATION STATEMENT Batts and/or blankets have been installed in conformance with the above recom- mendations to provide a thermal resistance of.. . FRAMING ADJUSTMENT To compensate for framing members, the number of bags per 1,000 sq. ft. of area to be insulated should be as shown below. JOIST DI • O.C.O.C. 2 x 4 37.2 37.3 R-60 2 x 6 36.8 37.1 2 x 8 1 36.5 1 36_R Attic Area R-3 (2) at l C Inches Sloped Ceilings R- at Inches Walls R. IC� of (Pit Inches Floors (over an unheated crawl space) R- at Inches Crawl Space Perimeter R- at Inches Date Installed Blown insulation has been installed in conformance with the above recommendations to provide an R -value of: R- using -bags of this insulation to c ver � square feet 1 of -area at a mini m thickness oi� OZ oL inches. ' Gm C lation Contrac or (si nature) Company Date me Build r (lignatur , r o l�tl ' FRAMING ADJUSTMENT To compensate for framing members, the number of bags per 1,000 sq. ft. of area to be insulated should be as shown below. JOIST DI • O.C.O.C. 2 x 4 37.2 37.3 R-60 2 x 6 36.8 37.1 2 x 8 1 36.5 1 36_R CLOSED -CAVITY APPLICATION (EXTERIOR S.IDEWALL. OR FLOORED ATTICS) Contact Knauf Fiber Glass for more information. .BW -AC -08 5/02. Knauf Fiber Glass, One Knauf Drive, Shelbyville, IN 46176 (800) 825-4434 Printed in U.S.A.. 2 x 4 30.5 30.6 R-50 2 x 6 30.2 30.4 2x8 29.8 30.2 2 x 4 26.3 26.5 R-44 2 x 6 26.0 26.3 2 x 8 25.7 26.0 2 x 4 22.4 22.5 R-38 2 x 6 22.1 22.3 2 x 8 21.8 22.1 2 x 4 17.4 17.5- R-30 2 x 6 17.1 17.3 2 x 8 16.8 17.1 R-26 2 x 4 15.0 15.1 2 x 6 14.7 14.9 2 x 8 14.4 14.7 2 x 4 12.3 12.4 R-22 2 x 6 12.0 12.2 2 x 8 1.1.7 12.0 R-19 2 x 4 10.4 10.5 2 x 6 10.1 10.3 2 x 8 9.8 10.1 2 x 4• 7.1 7.3 R-13 2 x 6 6.8 7.1 2 x 8 6.6 6.9 2 x 4 5.7 5.9 R-11 2x6 5.5 5.7 2 x 8 5.2 5.5 CLOSED -CAVITY APPLICATION (EXTERIOR S.IDEWALL. OR FLOORED ATTICS) Contact Knauf Fiber Glass for more information. .BW -AC -08 5/02. Knauf Fiber Glass, One Knauf Drive, Shelbyville, IN 46176 (800) 825-4434 Printed in U.S.A.. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75410Z�� (Rev. 12/96) APPLICATION AND PERMIT 0.SSEYSORPARC0.WUMBER ZONING 1 BUILDING PERMIT OWNER TELE16NE ' C 7 OWNERS MAILING ADDRESS R 0 BOX 5331, T' CA 95966 SO. FT. OCC. BUILDING VALUATION 3076 R 166toL- CONTRKCf0WS NAME CH�.�IS CARTER TELEPHONE 533- 392 9096 9562 -CONTRACTORS MAKING ADDRESS CONSTRUCTION LENDER Fireplace 1,500 LENDER'S MAIUNG ADDRESS Total Valuation $ 122-7 n -nn ARCHITECT OR ENGINEER UCEFSE NO. Film Fee $ 20.00 Permit Fee $ 895.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 581.75 BUILDING ADDRESS 3142 ' T T Energy Plan Checking Fee $ - PERMIT FEE = 1.519.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 5 7-0065.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets .00 1-5.0015.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE s 185.00 ELECTRICAL PERMIT Filing Fee 20.00 800VR LESS Main Service 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 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. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A To I000A 46.00so NEW CONST. DWELLING OCCUP. OR ADDNS. ( DIT ACC. stns. SO 3.50FT: RES DTCONS MULTI OUTLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FOMRES BA p'.so Ex. Occup. olliEv°Ts(RREM.oen 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 127.00 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those pr9.visio9A. C /I % �yto V= zzl➢/�� L JZi Jnature of Applicant - Owner ❑ Contractor "❑ Agent An OSHA permit is require for excavations over 5'0" deep and demolition or construction of structures over stories in h fight. MECHANICAL PERMIT Filing Fee 20.00 Heating 1115. 15.00 Cooling 1 115. L5.00 Hood 1 6.50 6.50 Ventilation 3 4.50 L3,50 PERMIT FEI= $ 70.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ i�3 HAZ. - 1 D. FEES IMP X Y I FLOOD X CDF - I PARCEL - Po - HD SSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat for which fees have been paid. BODate 3--6-03 PERMIT EXPIRES ON 3-26-04 pale r3 ReceiptNo. 3 r 375821 1,26-5 WHITE-D.-B.D. CAN R -AS ESS PINK -INSPECTOR GOLDENROD -APPLICANT 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 11 OWNER: W I �( �(�(.lp�c _ . ASSESSOR PARCEL NUMBER n -Y Proposed Building Use: Counter Technician: Date: C_ s Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed ty 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! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit 4ill be indexed and returned to the plan review line-up when required items are received. -# Date Received By ❑ 8. FloodElevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11#3. Detached Accessory Building Form -filled out by the owner ..................................... Hazardous Material Form ................................................ Other kA4W Dj i M-C+I- + -- r*A4h01je. K,i fC.41e4n %'ori 6+U4i 0 Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 5. Statement of Intent for Non -heated and A/C Buildings ........................................... 1 Sanitation and plot plan approval from the Environm ntal Health Depart ent i,.n 17. City of Chico Plumbing permit........................................................ ... ...: �q 18. California Department of Forestry plan approval paid. Sent. b�..�%.../. y 19. Planningapproval for (A) Use: O 1�(B)Parking: C ar el Chec� 2-11.- OQ_ PP () 1 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. AN 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). /❑_ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... 7. Recorded copy of Agricultural Acknowledgment Statement .................................... t` . Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits........................................................... ❑ P. ❑ Grant eed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 31. Other: ry1h ►- 0 When issued Telephone - and hold,for pickup. C M 9 9O ito S 7—S" "d , p I have been informed of the above tems and � quirements for obtam� g a building permit. r Vicant: Da e: I Z 11DZ Z 1. Index permit application f he above items nu bered: Plan Check Letter 2. Additional items requir iVl f✓(Q D — — - 2 6 103`%� Contractor, designer, owner, was advised cf the above data by El phone, ❑ mai, ❑ counter, by U Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, Date: — Plans reviewed by: G Date: Plans approved by: Date: d / Structural reviewed by: Date: Structural approved by: Date: 3 0 Note transfer by: Date: ► , Yel 1o%%rBKdir<Division E.H. USE ONLY Not Man Anached Floor Plan Attached Sent to 13.0. /A 0 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance wv� Owner Location AP#* Plan Approved for- Sewage Disposal Water Supply: Public Private Well Clearance foU40g. Other Hold final for: Final clearance O.K. for: NOTE: Environmen 8/96 alth Specialist Date COUNTY OF :BUTTE DEPARTMENT OF DEVELOPMENT' SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 = TELEPHONE (530) 538=7541 SCHEDULE OF FEES DUE 44— OWNER �- �- A.P. # 73 '/I • �; PROPOSED BUILDING USE ��� D,� RECEIPT # DATE REC. 1. PUILDING PERMIT FEES f p�N < Balance Due ........:.............. $�' ' 2 % ^�3 Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .... .....$ SC#OOL DISTRICT FEES (paid at District Office) (Available after Plan Check) RL SHERIFF FEES (paid at Building Division)0 Residential ...... .. $360.00 = $ � cver —� units ;IrI Commercial (sq. ft'.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... x = $ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES �j $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building -Division),,... 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 3/0 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. CAPPL)CANT _ ODAl Z 111%: Z Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 tlie-ab'ove mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) � ...,.r,�iiu,� w.r � �.',.. �. � ., y .. ' .. . `' ., �r�•. v -r "^ '.. „ .T.. . .. . ,.,,y r . . • , ^�'4'• � e ..- .. � . .•,� . . ^ E'r-t BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (Oneforrin per Building) 11`,S.;o& DistrictBuilding'Department No. A.P. Number 073-110 -o-Z I. Jurisdiction:city County Property Owner. Property Location/Address Subdivision Residential Development No of Living Mobile Home Units Installation Commercial/Industrial' T New Addition A Building Department Representative e9 r Lot No. ................................................................................................................... Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # *(No foundatioh inspection): ............... .................... * ...... .... 4 Sq. Footage irtoor runs reviewea oy bcnooi uistrict versonnei (including Exterior Roofed Areas) 2-01.03 Date District Identification No. r-0 'J" i, V%% School District certifies that (Applicant) (Street Address) (Phone Number) yo C-101 (City), (State) (Zi . p Code) has complied with the requirements of Resolution No. —0 A o by payment of $ (0 6"t representing School Distri, :3o-16 square feet. 11AB 2926 $ [FULL MITIGATION $ J V t ., Date Paid by Check # Remarks: 0 'A - Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County' Schools Impact Fee Certification Torm, the School District is notified by :the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICE GAL this.project may be subject to additional school fees W fully mitigate its impact on the school 'district's schools. White (applicant), Yellow (building department), Pink (school district) feefoim.xis (1 0/98)dmm -.I- nca r R � y { � 4 ;., � i t � �� r cc R , { � x � 4: PROJECTPROCESSING RECORD Applicant:I 1 f ,� J Y �' �l Owner: A.P. #: 0.73 —11 a —0 Z/ Permit #: 0 - 3 3 Work Description: Date Description. of Step or Status Z'(� �r -4 ujU V u&. -�b ✓ �'h e� t&,;-,L Ckx-,-k ill r kCLA.� ;fit , d -�-c� �- � G -(0 sem- � � — �J�iYi. C:�-cls o-k�� j � �•1-Le.� �t David Whittier P.O. Box 5331 Oroville, CA 95966 (530)589-0731 Fax #(530)589-0950 e-mail:whittiers@jps.net March 10, 2003 Butte County Dept. of Development Services Building Division 7 County Center Dr. Oroville, CA 95965 RE: Assessor parcel #: 073-110-021, Building permit #: 02-3398 To Whom It May Concern; The cooking facilities will be removed from the studio when house is ready for final inspection. Counter, sink and refrigerator, if left in game room will be limited in size to 10 square feet of counter area, one 15" X 15" sink and a 5 cubic foot capacity refrigerator. Sincerely, r David Whittier December 9, 2002 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 RE: Truss Design, David & Aris Whittier, Main House, APN 073-110-021 I have reviewed the truss designs for this project. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration. Sincer y, im ursell, P.E. RESPONSE FOR PLAN CHEC ER DATED: r�v��U�aL PLAN CHECK ITEM N RESPONSE BY: LLI- PMN S 1 COMMENTS: f �p LOCATION ON PLANS/CALCS: PLAN CHECK ITEM Jx RESPONSE BY: c� P COMMENTS: /1 16 A 5� � J" COMMENTS. /moo � p� � pA SfiE{i� k. p <7FF l PLAN CHECK REM Jf RESPONSE BY: ECK ITE RESPONSE BY: COMMENTS: .,� ,y PCOMMENTS:-;JLS� LOCATION ON PLANS/CALCS: PLAN CHECK ITEM N RESPONSE BY: , J :IJP ♦ - _. A PLAN CHECK REM N RESPONSE BY: r�v��U�aL J,M PIASI LOCATION ON PLANS/CALCS: LLI- PMN S 1 COMMENTS: PLAN CHECK ITEM Jx RESPONSE BY: LOCATION ON PLANS/CALCS: 7'LRR L l �^'� �fZS�7i L L /1 16 A 5� � J" COMMENTS. /moo � p� � pA PLAN CHECK REM Jf RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: J LOCATION ON PLANS/CALCS: u• -.:C �2 CA 4 COMMENTS: N _ 2 STATE OF J PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ,1 PLg REVIEW RESPONSE FAM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this, form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid 'response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: LOCATION ON PLANS/CALCS: �5 P RS \, ASSESSORS PARCEL NUMBER PERMIT NUMBER 071 _% v LlS�1 / RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON P LOCATION ON PLANS/CALCS: �5 P RS \, LOCATION ON PLANS/CALCS: P/-o,'i .s.• -- 1 0 COMMENTS: �- Ce _% v LlS�1 / AkfirA I � G GPS PLAN CHECK ITEM # /v. s- RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: 2 Fv/LJ gcSS /1�T� � fa 7[ / L S P Z-J� LOCATION ON PLANS/CALCS: P/-o,'i .s.• -- 1 COMMENTS:PA,A- V _% v LlS�1 / AkfirA 2 242"6 i_ e_ ,cam €? 13Lkm o f -e nrt PLAN CHECK ITEM # RESPONSE BY: Jim LOCATION ON PLANS/CALCS: COMMENTS: 2 Fv/LJ gcSS /1�T� � fa 7[ / L S P Z-J� COMMENTS: PLAN CHECK ITEM # ,L2. RESPONSE BY: RESPONSE BY: J/M LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: / S AD % S �% �-7� 3 0 February 21, 2003 David Whittier P.O. Box 5331 Oroville, CA 95966 • • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 073-110-021 Building Permit Number: 02-3398 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: Owner is to provide a letter stating cooking facilities will be removed from the studio when house is ready for final inspection. Counter, sink and refrigerator, if left in game room will be limited in size to 10 square feet of counter area, one 15"xl5" sink and a 5 cubic foot capacity refrigerator. The upstairs office is required to meet code for room size. Minimum dimension of the interior of the room is to be 7 feet with a minimum square footage of 70 feet. Revise the plans to show compliance. hIo ke- PlaM Provide location of furnace. ,X." The garage firewall and ceiling assembly is to be shown on these plans. Provide stairway construction details and include handrail and guardrail requirements. Detail requirements on the plans for the guardrail at the loft. STRUCTURAL COMMENTS: Provide complete shear transfer to the foundation from the 8' second floor shear wall between bedroom 2 and the entry. There are no shear walls or collectors indicated on the first floor plans to accept the shear from this panel. The entry is "open to below" but there is /a doorway into the office below the 8' shear wall. Please clarify. v�.�lease provide shear transfer details of the interior shear walls. d3. Provide number 2 shear wall along line BL as specified in the structural calculations. The AJTans show number 1 shear walls. Provide drag trusses as specified in the structural calculations. Specify nail spacing required to truss top cords on the roof 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 Martha. Philo will answer your structural questions. 1 of 2 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. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer CC: Jim Pursell 2 of 2 .. 0TT 0 :a :� :�,:. °: ; � � ���" ,°° RESIDENTIAL PLAN REVIEW GUIDE o o SINGLE FAMILY, DUPLEXAND n_ �r MISCELLANEOUS ONLY Owner. ���1M'�kl Building Permit Number: Plans Examiner;;t A. P. Number: 073 //0 ~0 24 rig + r FERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. f�� Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. LOT PLAN: 1. Complete parcel size and dimensions. Setbacks, side card, easements, etc. 3. Other buildings or structures. 4. Grading. fills and/or drainage. 5. Flood hazard 6 Special conditions on P btap: Noise ❑ Si2� Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal :did Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). , ! 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 200. When vvindovv s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). Skti-lights (Uniform Building Code section 2409 & 2603.7). �l Glaring in Hazardous locations (Uniform Building Code section 2406). fd Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise pwaitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not las than 7 Leet measured to the lowest oroiection from the ailing (Uniform Building Code section 310.6.11 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bar. and exterior receptacles (NEC 210). ) water heaters vv hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10 uel burning equipment shall not be installed in a closet, bathroom or a room headily suable as abedroom. or is ta room. compartment or alcove opening directly into any of these (Uniform Mechanical Code secdm 30�t.3). Garage firewall separation - required on garage side including supporting walls and posts tl (Unilbtmg Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.0. 13 Wood stove location - Alcove — UNIC section 203 confined space & 223 unconfined space & 304.2). ,d0 Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 l�e r�cvi /gyp a- 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. iri. & 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support SU loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced Wall panels shall start at not more than 8 feet from each end of a braced Wall line. Braced u -a panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1_) Braced aaU lines must be continuous throughout the strucmm. 2. A California licensed architect of registered engineer must prepare a lateral analysis for the area of the building that do not compij• With the Uniform Building Code. This must include the designer's `vet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 0 Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 184 5. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. �f `Sstru . Roof construction details complete enough to conct building. /• �,� j Fireplace construction details and calculations if necessary. 641 9. Garage door header size(s). 10. Porch header size(s). 11. 1jypical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining W211s requiring design. 15. C*T» wallboard nailing inspecuon required. If the arra below the lowest floor is fully enclosed, than a minimum of two openings are required With a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior Walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be sho%�m on the building plans. L7' Electric, heating, ventilation, plumbing and air conditioning equipment and other ser% ice facilities shall be designed and/or located so as to prevent water from entering or accumulating With the components during conditions of flooding. &section AT�EOUS ITE!�?S: run. head clearance, handrails (Uniform Building Code section 1003). 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster- Weep screeds (Uniform Building Code section 2506.5). - 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). 6. Foam insulation - protection. /7= 36" halls and staimays (Uniform Building Code section lOQ4.3.3.2). 8! Tvm exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). J4� Attie access and ventilation (Uniforrri Building Code section 1505). /.% Sound requirements. ergy design compliance and supporting documentation. 13. F responsible area requirements. G PERMIT REQUIREMENTS: 1. SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requiremens. 5. ❑ Use Permit conditions. .6p ,❑ Sub -Standard Housing letter. H • Pace = of • REQUEST FOR INSPECT Location: 7 Owne Call Phone: Permit No. — 42- gvl Contractor: 07 �– I BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. PRE - INSPECTION Form Rough Rough Fnd/Ftg Frame/Underfloor Top Out Temp. Service Job Status Stucco Lath Gas PipingfTest Main Service Corrections Permit Renewal Stucco Brown Temp. Gas Underground Final Verify Utilities Woodstove Sewer Piping Well Circuit Ex Mobile Site Brace Panel Water Piping POOL Insulation ShowerPan Nailing Gunite Demo Bonding Light Niche Corrections Corrections Corrections Ready for Final Final Final Corrections I I Final Inspec.on: Date: Comment: REQUEST FOR INSPECTI - 2yor, Location: T/7 0 Call Ll Permit No. Owner: C ontractor: Phone: �A BLDG. PLUMB/IVIECH LECT I ELECT I M.H.I./M.H.U. PRE- INSPECTION Form Rough 0 Fnd/Ftg Frame/Underfloor Top Out p. Service Job Status Stucco Lath a s Pi s Ma, S rv' Corrections Permit Renewal Stucco Brown ;emp. U ound rc Wcr Final Verify Utilities Woodstove Sejpin i u i t Ex Mobile Site Brace Panel Pipinn POOL Insulation ower.P% Nailing Gunite Demo Bonding Light Niche Corrections rections Corrections Final _o Final Final Corrections Ready for IFina Inspec.on: Date: Comment: REQUEST FOR INSPECTION Permit No. A:L !Fly Location: fq,;L_ Owner: Contractor: Call Phone: 1�1-21 Date: Comment: BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. PRE - INSPECTION Form Rough Rough Fnd/Ftg Frame/Underfloor Stucco Lath Stucco Brown Woodstove Brace Panel Top Out Gas Pipingfrest Temp. Ga Sewer Pil� W r Temp. Service Main Service Underground Well Circuit Corrections Final Job Status Permit Renewal Verity Utilities Ex Mobile Site POOL Insulation h 'zp Nailing t Pctions Gunite Demo Bonding Corrections Final Corr Final II Corrections Final Light Niche Corrections I Final Ready for Inspec.on: Date: Comment: REQUEST FOR INSPECTION , PermitNo. /).P- — —5 5,5 Y Location: Owner: Contractor* Call Lj Phone: BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. PRE - INSPECTION Form Rough Rough Fnd/Ftg Frame/Underfloor Stucco- L-a-th gtu`rRB16;;;�� Woodstove Top Out Gas Piping/Test Temp. Gas Sewer Piping Temp. Service Main Service Underground Well Circuit Corrections Final Job Status Permit Renewal Verify Utilities Ex Mobile Site Brace Panel Water Piping POOL Insulation ShowerPan Nailing Gunite Demo - Bonding Corrections Corrections Corrections Light Niche Final Final Final Corrections Ready for I I I Final Inspec.on: Date: Comment: REQUEST FOR INSPECTION Permit No. 40;2� Location: 101 Owner: Contractor: Call C] Phone BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. PRE - INSPECTION Form Rough Rough Fnd/Ftg Frame/Underfloor Top Out Temp. Service Job Status Stucco Lath Gas Pipingrrest Main Service Corrections Permit Renewal Stucco Brown Temp. Gas Underground Final Verify Utilities Woodstove Sewer Piping Well Circuit Ex Mobile Site Brace Panel Water Pip'n POOL Insulation Nailing Gunite Demo Bonding Light Niche Corrections Corrections Corrections Final Final Final Corrections Ready for I I I Final Inspec.on: Date: Comment: 59 - 0 -23 -114 -VAI REQUEST FOO CTION PerTit No. Owner: Contractor: Call C] Phone: S*Y- 19;711/ BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. PRE - INSPECTION Form Rough Rough Fnd/Ftg Frame/Underfloor Top Out Temp. Service Job Status Stucco Lath Gas Pipingrrest Main Service Corrections Permit Renewal Stucco Brown Woodstove Temp. Gas Sewer Piping Underground Well Circuit Final Verify Utilities Ex Mobile Site B I 'r Water Piping POOL sulatio 31 n-] u I at, !o 4 ig ShowerPan a, , Gunite Demo Bonding Corrections Corrections Corrections Light Niche I Final Final Final Corrections Ready for I I I I Final Inspec.on: Date: Comment: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ^� f P►�r�g� (Rev. 12/96) " APPLICATION AND PERMIT' ASSESSOR PARCEL NUMBER 073-110-021 ZONING BUILDING PERMIT OWNER WHITI'IER. DAVID89-0711 TELEPHONE - SO. FT. OCC. BUILDING VALUATION 979 52,650.00 - OWNERS MAILING ADDRESS P.O. BOX 5331,975 U 17.550.00 CONTRACTOR'S NAMETELEPHONE CHRIS CARTER 23 Ones 1161.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $70 361.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 509.00 ARCHITECT OR ENGINEERS MAILING ADDRESS O Plan Checking Fee $ 330.85 BUILDING ADDRESS 3142 FORBESTOWN RD. ORO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 882,85 LAT NO. SUBDNISIOWS MIME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 4 7-0028.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other - SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 1-5.00 y5.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: AG TO LIVING (AS BUILT) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W Q20.0o PERMIT FEE $ -np no ELECTRICAL PERMIT Fling Feel 20.00 a00VOR LESSMain Service 2o0A OR LESS 23.00123-00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, 1 will do the work, and the structure is not intended or offered for sale. 0( I, as owner of the property, am exclusively contracting with licensed contractors to construct the project.Pre-Inspection23.00 ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those,provys_•lons. X �Date 101- /0` z Signature of Applicant - ¢3 Owner ❑Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 46. NEW CONST. OWEWNG OCCUP. SO CCU so OR ADONS. ( & ACC. BLDS. 3.50FT r T. NON -ID. MULTI -OUTLET 97.50 APPARATUS a SINGLE OUTLET CIR. 20 @ 100 Ex. OCCu OUTLET OR FIXTURES SAL @ .50 Ex. Occup. ou�TLEEDrs AES,6.LNSDen 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $157.25 MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation 4-50 PERMIT FEt $ zirnn Mobile Home Installation Fee $ Energy Inspection Fee $ Ro� U "M ry� T L FEE $ 1240.10 HAZ. FX I CDF PARC PD HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. /'/ �� By Dae `[ PERMIT EXPIRES ON 1� Dete Receipt No. WHITE-D.D.S.-B.D. A AR A S PINK-INSP TO GOLDENROD -APPLICANT OF COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive' • Oroville, California 95965 • Telephone (530) 538.75q 1 12/96)J APPLICATION AND PERMIT Q( A.SESSOR PARCEL NUMBER OWNEfi'� OWN.—,- ^;'n.IND t CONTRACTORS MAIUNO ADDRESS CONSTRUCTION LENDER LENDER LENDER S MAILING ADDRESS OARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAIUNG ADDRESS -BUILDING ADDRESS -) �, ` � Fi, /G LAT NO. I SUBDIVISIONS NAME NC - BUILDING PERMIT 'T15!'ESO. FT. OCC. BUILDING VALUATION d �� �o TELEPHONE _- Fireplace t' Total Valuatlon $ LICENSE HO. Fling Fee $ 20.00 Permit Fee $ Plan Checking Fee $ -4n Energy Plan Checking Fee $ ' USEOFSTRUCTURE SF P Duplex ❑ Mobilehome 13 Other / SPECIFY TYPE OF WORK New ❑ Addition ❑ Describe Work: - 1Z-13`0 fuer 4wra- "PERMIT FEE PAID SRI • . SHERIFF OTNE.R AA61UINT RECEII/ O MAP PERMIT FEE PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets s mumaing sewer Mobile Home NVAIM TO 1E rVi' 2tJT+p cpMKJTER PERMIT FEE I S ELECTRICAL PERMIT Main Service 000Y OR LESS ZOOA OR LESS Main Service 200A TO 1000A NEW CONST. DWELLING OCCUP. OR ADONS ilingFeel 20.00 7.00 23.00 —T-5. 15.00 1 5.00 1 5.00 @20.0 ZO _ ling Feel 20.00 23.0 46.00 i 3.5c11 @7.501 Ex. Occup. OUTLET OR FIXTURES 20 O 1.00 O FIXED APPLNS. Oq BAL @ .50 , . CCU OUTLETS RESID. EA mem orar Service I 5.00 23.0 Mobile Home Facilities 20.00 fMisc–Wirin . _ 23.00i_ . _r– PERMIT FEE $ MECHANICAL PERMIT riling Fee 20.00 Heating Cooling Hood Ventilation EPERMITt EI $ Mobile Home Installation Fee $ Energy Inspection Fee $ (117 `vjr TOT L FEE $ � NAZ. ,1—EES P FLOO COF EL I ISSCE This permit is hereby issued nder the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Receipt No. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD •APPLICANT Date 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 / / o, 6.-a OWNER. ASSESSOR PARCEL NUMBER Proposed Building Use: 5 /—bCounter Technician:c*�� Date: J ' t 6? - Items required in order to apply folopermit. All boxes ST be checked OR trted NA in order to apply. 15 1.. Plot plans, 3 or 4 sets, signedty 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. . Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By �8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot 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 ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon re ce"iipt of the following items.) ees as shown on the attached Schedule of Fees Due Sheet ...................................... I'S. Statement of Intent for Non -heated and A/C Buildings ................................... �V 16. Sanitation and plot plan approval from the Environmental Health Department in I Qy I L-5 -c)Z- ❑ 1 ,,City of Chico Plumbing permit.........................�................ °' CSI California Department of Forestry plan approval f�'paid. Sent..Q!b evi. fis lanning approval for (A) Use: �(B)Parking: (C) Parcel Check - 20 . heck:20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... Encroachment Permit f r driveway from the Public Works Dept. (construction approval prior to occupancy). 22. Pre -Inspection for Q �clltaii e ❑ 23. Contractor's license info in tion. (Number, Name 9tyle, Clas ifi 'ation)...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25r - ner-Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... Lett r of Signature authorization................................................................... 7j. rded copy of Agricultural Acknowledgment Statement ..................................' Manufactured homeiutility clearance.: ............................................................. ❑ 29. Existing violations and/or expired permits.......................................................... ❑ ❑ Greed, ❑ M.H. Ti tl Statement f Facts, ❑ Letter om Legp1 Owner, ❑ Check to H.C.D. $- 31. Other: T 1(Otr1 ., 3, � !o _ r `� Kj - hen issued Telephone and Mid for p up. I have been informed of the above items anderequirements for obtaining a building permit. • Applicant: cs�-.}-'� w G"'c-��L Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required X' Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail,counter, by Date: _ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, , ❑ counte ,b Date: Plans reviewed by: ('j Date: 19.15-07, Plans approved by: Date: Structural reviewe P5Date: 7 o Z Structural approved by: Date: Z Note transfer by: og+ Date: 3 Yel ow: Buildine Division E.H. USE ONLY N, Plot Plan Attached or Floor I'lan Attached Senttoe.D.--,&QV_ /QW co TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 172 - Owner Location AP# Plan Approved for: Sewage Disposaft,'----- Water Supply: Public Private Well Clearance for Other 15--ro, A Hold final for: Final clearance O.K. fo r: NOTE: -V-t X�, MQ) unjv,4�allj LK'5�St-" tj kJ%qd le-dtkP6 .1 A IA A.. A V Environmental(Aealth Specialist Date 8/96 (1 COUNTY OF BUTTE DEPARTMENT OIF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE BUILDING PERMIT FEES Balance Due ........................ $ . Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ............ . CHOOL DISTRICT FEES C) (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) i� Residential ...................... k $360.00 = $ ✓(aO Units Commercial (sq. ft:) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) —0 SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # 0-73, 11a. ' val DATE It �� RECEIPT # DATE REC. 3 1 3 IIS 3c��i Ii• � �'�. At time of permit application, I was advised the above fees are required to be.paid prior to issuance of the building permit. These fees may be changed during the plan checking process. c APPLICANT r --1 DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) f. t AND WHEN RECORDED IN1AIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 27 -Feb -2003 2003-0012302 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not -limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED LEGAL DESCRIPTION Date F F B R u A R Y 27. ? n n 3 PROPERTY OWNERS: State of California ) County of BUTTE ) On FEBRUARY 27, 2003 beforeme, KARY J. BIDWELL-NOTARY PUBLIC personally appeared DAVID W. W H I T T I E R AND A R I S C. W H I T T I E R personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my, 67d and official sea Signature - `% g . Seal: KARY J.. BIDWELL y Commission #1381097 n. Notary Public -California m A.P..#_ 073-110-021-000 V Butte County My Comm. Exp. NaV. 08, 2006 EXHIBIT 'q Parcel One: The Southerly 23 acres of the Southwest quarter of the Northeast quarter and the Southeast Quarter of the Northeast. quarter of Sectionl 9; Township 19, North Range, 6. East, M. D: B. & M. Parcel Two: A non exclusive easement for ingress and egress, 60 feet wide over a portion of the Southeast one-quarter of Section 19, Township 19 North, Range 6 East, M. D. B. & M., lying 30.00 feet on each side of the following described centerline; Beginning at a point on the North line of the Southeast quarter of said Section 19, from which the Northwest corner of said Southeast One -Quarter (center one quarter corner) bears South 890 05'06" West, 819.03 feet, said point also being in the centerline of an existing dirt road; thence South 236 58' 11" east along said centerline, 94.99 feet; thence continuing along said centerline South 02° 08' 30" East, 55.17 feet; thence South 190 55' 36" West 49:04 feet; thence South 3210 46' 10" West, 28.01 feet thence South 46° 34' 5V West, 37.54 feet; thence South 56° 08' 52" West, 60.55 feet thence South 710 07' 12" West, 198.15 feet; thence South 640 16' 27". West, 184.95 feet; thence south 8111 21' 17" West, 304.15 feet thence South 740 '23' 35" West, 88.79 feet to a point on the West line of said Southeast one-quarter. The sidelines of said centerline shall be lengthened or shortened as necessary to intersect said North and West lines of said Southeast one-quarter: The Basis of bearings for this description Is the sante, as shown' on the Record of Survey filed in Book .131 of Maps at page 31, Butte County Official Records. This easement is appurtenant to and shall inure to the benefit of those lands of Robert Knox as recorded under Butte County Recorders Serial no. '95-19040 and applies to all heirs or successors of said parcel. This easement is for the sole benefit of said Knox parcel in it's entirety, as a singular parcel and is not assignable or applicable to any other parcels or portions of said Knox parcel. Assessor's Parcel No: 73-110.021 y � „• ., . • .r r... _ •� ;�•. „4N . �. ..d"• 'i„ .... -. a ' BUTTE.COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM I (One form per Building) School District Or g �V `1Q elP/j�%L 'Buildin De artment N o. p 073 -h -0 2l ' A.P. Numbery Jurisdiction:City County Property CMmer W ► `�1-� !� •r Property Location/Address Subdivision. Lot No. s Residential Development No of Living Units t ,M Commercial/Industrial New Building Department Representative Irioor dans reviewed by School District Personnel ( ' District Identification, No. C5 ' School. District: certifies that Li m J (Applicant) ' (Street Address)(Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing a 1 S square feet. by payment of $ �. p AB 2926 $ FULL MITIGATION S 4 t Date Paid by Check # Remarks: °1-15 92 „Z-k`E c i 3 — t k 7- 1 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you.from challenging the imposition of the fees in any court action. If, subsequent 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 Environmentil Quality Act ICEQA), this project maybe subject to additional schoo4 fees to fully mitigate its impact on the school district's schools. Ar White (applicant), Yellow (building department), Pink (school district) feeform.xis 11oiWdmrn GARAGE SECTION Job Number Job Name Assessor Parcel No. Date Analysis UBC 1997 Dead Loads Roof Comp 1/2" plywood Framing Insulation 1/2" Gyp Wall Stucco 3/8" O.S.B. Framing. 1/2" gyp Insulation Floor Flooring 3/4" plywood I -joists 1/2" gyp JIM PURSELL CIVIL ENGINEER RCE 60924 102-09-237 David & Aris Whittier 073-110-021` 10/30/02 6.0 1.5 5.0 1.0 2_5 16 psf. 10.0 1.0 2.5 2.5 1.0 17.0 psf. 3.0 2.0 2.5 2_5 10.0 psf. Live loads 20 psf. Snow (assumed) 40 psf. Page 1 Lateral loads Wind: Exposure B P = Ce Cq q I where Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet. 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall D2 -3o68 Seismic: V = 2.5 Q I W / 1.4 R C8 = 0.36, I = 1, R = 5�5�/M"I COUNT'' Soil Bearing: 1500 psf Friction = 0.35 Lateral bearinp: I s0 psv- PA � APP"VED2 P. OWAI e, S Cot�j� /,L Viz= 2211-5 y�z3 � - _ - . l�� t /13 -337Ab _ 57 _ + Rao F _ Z Ar"r/ Z9, ,l. PCs eE, 3 6so GLU(,,,gM 2-3 �3.12S�3.S, e sc.R Q ; o aaT-cats` wlrH/N sa1- . AkLr. = . Iso ca_ psf >� L/ of * /7-A-�S - aZ-9 M Fri �.►s M r� c,�c.�7/�vs - Gz. SOL. = l6 Y- 5 2,1 s �. P (Total) `22221 WIND GOVERNS WallsOB B� Wind Roof: Windward Whittier Lateral Analysis I P (Coef.) (Coef.x A + Walls Au 8 Bu Improtance Factor .1 = 1 P(30)= 0.76 Wind 0.7 0 14.5 1 Roof: Windward. Leeward q I P 1 (Coef.) (Coef.x A + Coef. x A) (@75) 0.3 0 (lbs) P(30)= 0.76 0.3 16 0.7 16 14.5 1 = 176 ' P(25)= 0.72 0.3 82 0.7 82 14.5 1 = 856 P(20)= 0.67 0.3 21 0.7 21 14.5 1 = 204 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P P(25)= (Coef.) (Coef.x A + Coef. x A) (@75) 14.5 (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 -0 14.5 1 = 0 P(20)= 0.67 0.8 78 0.5 78 14.5 1 = 985 P(15)= 0.62 0.8 0 0.5 0 14.5 1 = 0 P (Total) `22221 WIND GOVERNS WallsOB B� Wind Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) , P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(15)= 0.62 0.8' 195 0.5 195 14.5 1 = 2279 P (lower) = 2279 P (Total) = 4500 WIND GOVERNS Page 4 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 6 : 12 = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12 x 624 x 21 = 14651 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 256 x 17 = 4352 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 19003 Base Shear (lb) V= (2.5 x Ca x I x W)/(1.4 x R) = 2221 Seismic Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 488 x 10 4880 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 640 x 17 = 10880 Ca = 0.36 Total Wt. (lb) R = 5.5 W = 15760 Base Shear (lb) V=(2.5xCaxIx"/(1.4xR)= 1842 V(Total) = 4063 Whittier Page 5 Lateral Analysis Wall lines 1 uu 8 2u conform with conventional bracing requirements. Due to insufficient sear panel @ Wall 2� Wall 1) will be required to carry the full story shear by rotaion. 0 0 1.12 x 1247 x 21 = 29278 Wall: Improtance Factor I = 1 q 1 Wall 1L & (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Wind P(30)= 0.76 Seismic Roof: Windward Leeward q 1 P Roof Weight: 0.8 30 (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(20)= P(3Q)= .0.76 0.3 0 0.7 0 14.5 1 = 0 Pitch = Rise:Run Pitch Factor P(25)= 0.72 0.3 41 0.7 41 14.5 1 = 428 6 : 12 = 1.12 P(20)= 0.67 0.3 28 0.7 28 14.5 1 = 272 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0. (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12 x 1247 x 21 = 29278 Wall: Windward Leeward q 1 P Wall Weight: & (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) (Area)x(Wt.(psf)) = Wt.(Ib) P(30)= 0.76 0.8 2 0.5 2 14.5 1 = 28.7 1760 x 17 = 29920 P(25)= 0.72 0.8 30 0.5 30 14.5 1 = 407 P(20)= 0.67 0.8 100 0.5 100 14.5 1 = 1263 Floor Weight: P(15)= 0.62 0.8 250 0.5 250 14.5 1 = 2922 (Area)x(Wt.(psf)) = Wt.(Ib). 975 x 10 9750 P (Total) = 5321 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 68948 SEISMIC GOVERNS Base Shear Ib V=(2.5xCaxIx"/(1.4xR)=8059 S/lc�4R IJAI L- SL IM N aRY .22 Z.2. & a z z ;2, /b 3%4,33, _ l3/Soa Jb 6 zs " 41-S �b I7T l A� PAF— rzn, WA L f. Al Us= /Yl.r-,iNuM AF A i 0,:S;. W/ 4F,4 , r�.s "G. c. 5Gc- / %2• o.c. F)S.�.D �' �1 Ch! 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I;zq) IyIalwvy exF'A Ass" 9, C) /8 � fZ�'M wry SLL 74NcG� i �,B = 5a�(3J 8Z5 Ib 39 --3 3 _ z 5 /o I iS i'IZ cT �O nJ G✓N,7r-rte r 8= 0_3 2cx ZS Z r 7�•� QG ?3�t - . act vu ►� c� c,�,p c a5�. 2 rao a D G5 1J^ IL- I Z � = 3 /-j = o_ S y « c.( (�V4 v-5 ►'V�'T � = f9 F7�• �a.,�.D I,ti,�. ,c/a c�Rs ����cf�(l,VC �SrGiV LlT �.�R7'U.R� A 4:/A PNWgr�-� IA -9 A 7YpZ- App,�-/CA7-/op vsi.)G 77/�V-4z- �` G / ,J Ewe.. R OP P�•�4�� c .1 -mac% l,u E ,Z meati PRo V 7,, z s AS N Nov 0? 02 03:47p 0 rl\ LZ 2 e!,A,�tz 5 -h4 -pbre-S-LL a - � � �-710-z I PZ)CA c> VIEb, 144M ' l M7171 ww _SMSd%� Wq t t_ f G til W -A (LZ c.s AiAi"'Imoat -:j� AF'A M'T d S.W .u��l,$ 6 c�-�- �QG�� /Z o `� /�.t �l.lPS �'�fz�SS �� )� 1�►o.F�"%"�+�,� r4b.'�c�_q��• 7ot� w ' (TIE-� 1 2 2c) LL k All► Ir�c. 31 . .Ilk MICHAEL MO.ONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 12/26/02 Page: GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section :3.125x12.0 End Fixity Pin: Pin Center Span = 10.00 ft Beam Width = 3.125 in Elastic Modulus = 1800000 psi' Left Cantilever = 0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED IBKGPBS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 190 psi End Shear Calcld at Support Le.: Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 441.0 plf LL = 700.0 plf SUMMARY USING 3.125 x 12.000 Beam, Bending = 76.67%, Shear = 96.85°s qK Max. Pos Mom @ 5.00 ft 14.38 k -ft Shear: Max. @ Left = 5.75 k Reactions... DL Maximum Max. Neg Mom @ 10.00 ft = 0.00 k -ft ....used for dsgn = 8.63 k Left = 2.25 k 5.75 k Max @ Left = 0.00 k -ft ....Area Reg1d = 36.32 in2 Right = 2.25 k 5.75 k Max @ Right = 0.00 k -ft Max. @ Right = 5.75 k Max. Allow Moment = 18.75 k -ft ..used for dsgn = 8.63 k Deflections... fb : Max. Actual = 2300.2 psi ....Area Regfd = 36.32 in2 Center = -0.13 in -0.32 in Fb Allowable = 3000.0 psi fv : Max. Actual = 230.02 psi ....Dist = 5.00 ft 5.000 ft Fv : Allowable = 237.5 psi ...L/Dell = 960 376 a Ck = .811(9/Fb)".5 = 19.81 Left = 0.00 in 0.000 in Cs = (LeD/B"2)".5 = 7.92 Bearing Reqld @ Left = 2.83 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Regld @ Right = 2.83 in Right = 0.00 in 0.000 in ...L/Dell = 0 0 14.38 Mme. - 14.38ft-k a 5.00 ft - Mmin - -O.00 1t -k O 10.0011 -0.00 S.7S Ulu Y.- - 5.75 kip. ® 0.00 ft Vmin - -S.75 kip* V 10.00 ft Y Dmez - 0.00 In o 0.00 1t - S.75 Dmin . -0.32 In s 5.00 ft 0.00 -0.32 fl 1__. ITS 1 1 I 1 0.0 1.6 3.3 5.0 6.7 6.4 10.0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601516 �•� _. PAC- I - AG DL_ t !L. = S + lao = /o S Psi STRING �s Rte' D�,.S VII -50 WESTERN WOODS USE BOOK 4oRJz, <ZAkRY/tJG DESIGN — BENDING. -MEMBERS Continuous Beam — Two Equal Spans — Uniformly Distributed Load 3u�1 ` I R� = V� = R, = V, 3(lLIo) 8 RI . 1 LR Z R3 IOwl R, . i I I Vp = ' 8 V,=Vmax . . . . . . . . . . 8 8 e M 31 9w1' ":?Cyo,( > h4me+ — . . . . . . . _ — 8 128 �z$ = eva Z— - -t� &max. { at 0.461, approx, from R, and R, 185EI M _ 6 M _ 6� gam) I z.� /c)oo 0. I s) _ So Ps LP>�--TA%/vim ? /ISO s ti1F�1QFF� 2�d @qc, . Ft/ - PS = l S PS r S � _ --�I COiJNTY BUILDING DEPARTMENT APFKV. VEU C� cfe, J Albt�G sv�f'��7i�G s`�'�✓vGr�S Cantilever Beam—Uniformly Distributed. Load is R = V . . . . . . . . . . . ='wl Y : = wx \ M max. (affixed end) wl' _ — _ 3/0 `-i I 2 �— wx' M: . . . . . . . . . . . . _- 2 wl' ,6max. (af free and _ — - 8EI w �x . . . . . . . . . ... . =—(x' -41'x+31') 24EI 2Y- P.7. s_ 6 PROJECT PROCESSING RECORD Applicant: Owner: A.P. #: Permit #: 0 � 7— Work Description: Date Description of Step or Status ILL�- A , --$-- , L`/-7.02 /: (I P", IIII -7b A ........ .. cl,�- Rpr rjVY"AA-- 4,0 1AA-Eff PIW .REVIEW RESPONSE FO&M -111 oliRer to expedite the review of your plans, please complete the following information and return this form with your re -submittal. I this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valil 'response to every item requested in our plan convection letter. `By others" is not considered a valid response. please indicate you response to each item and the/location where the information can be found on the plans/calcs. ATTACH THIS FORMTO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: o p 3 ASSESSORS PARCEL NUMBER PERMIT NUMBER I-- viw" rv"' r" l+n C%,N LC 1 1 CK UH I tU: /z r 7 -(::::> -,). PLAN CHECK ITEM # Ion RESPONSE 8Y: LOCATION ON PLANS/CALCS: COMMENTS: i�%� j/✓AY Nrrr tJ0 (� - Srw cri FV -cOf?- wo OL sr c; FEgSI N � PLAN CHECK ITEM # y1/ -Q N11 - S 1 -J uv RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:Wo o v E:1> sr c; FEgSI N � PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: sr c; FEgSI N � OMMENTS: a N A0TIN PLAN CHECK ITEM # '44 �� s, �,t, RESPONSE BY: c C- LOCATI N ON PLANS/CALCS �� 1 COMMENTS: sr c; FEgSI N � 1 /_1I%.M'-V,1WtY.0XW0q PLAN CHECK ITEM # VQ t 1�" RESPONSE BY: 1 LOCATION ON P I,CS: < p 1, ✓ND 6�9� 0� �c 3 COMMENTS: c;C7 sr c; I u I �� NU 7 F bi, cT � WRLL, AgAA-7'-'� RESPONSE FOR PLAN CHECK PLAN CHECK ITEM N COMMENTS: -711' , I< e ATEO: 7 oZ. ESPONSE BY: TION ON PLAN PLAN CHECK ITEM M RESPONSE] BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE 8Y: JIA pc-2p-�s ILI LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM 0 / l RESPONSE BY: j LOCATION ON PLANS/CALCS: Ll /i4, COMMENTS: CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: �lim QF c PLAN CHECK ITEM N RESPONSE BY: �� y 9<� LO TION ON PLANS/CALCS: COMMENTS: HUIC,, Ze 24 Mill CHECK REM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: December 17, 2002 David Whittier P.O. Box 5331 Oroville, CA 95966 f Department of Development Services Building Division 7 County.Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 073-110-021 Building Permit Number: 02-3068 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: Plot plan is to show driveway. Plot planis to indicate any other structures located on this property. �i A hot water heater may not be enclosed in a room used for sleeping purposes. Hot water heater will need to be moved downstairs into the garage. 3. A wall furnace may not be installed in a room which is used for sleeping purposes unless it is an approved, direct vent wall furnace. Please provide the manufacturer's specifications for the wall furnace. Specifications must also show that it meets the requirements of the energy calculations. 14. Your water heater does not meet minimum standards of the California Energy Commission for minimum size. Provide a 40 gallon water heater with a minimum rating of .58 -or provide energy calculations for the model shown on the plans. All walls in the garage must be provided with 5/81h's type X sheetrock. These walls support the lid -and thus are a required part of the fire assembly required for separation. P_ rovide a complete truss layout (2 copies) from the truss manufacturer which identifies ch truss. This is always required with the submittal of a truss package. Plans must detail the attachment of the deck to the structure. It is not clear if you will be cantilevering the TJI's or if the deck framing members are separately attached to the structure. Please indicate if this is a cantilevered situation or if members are attached to the rim joist -and how attachment is made. The section detail of this structure is to indicate requirements from the energy calculations. STRUCTURAL COMMENTS: Braced wall panels at Line 2u do not comply with UBC Sec. 2320.5.4.3. Provide engineering. 1 of 2 2. The certificate of compliance for the glu-lam beam is incorrect for size of beam called out on the plan. Provide the correct certificate to the inspector at inspection. 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 Martha. 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. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer 2 of 2 PSN. s L c N� ,2 Vj [Ira> V, ?r?-t->VeVCSkNLC'LmtN ` �I n� 1N.i ENGINEERWG LAND SURVEW Title: Charles Baileydeuce 0Date: Job # �b 2:42PM, 16 SEP 01 GDA Dsgnr: KCL / 220 GRAND AVENUE Description: New Residence OROVI1L1LE,_CA.95965 Oroville,•Ca 530-533-2068 gda@quiknetcorn q Scope: Lateral Analysis (FAX) 530-533-3551 Page 2 g c:\enerCalc\baffle residence.ecw:Calculations 5K .0601736. Ve, 5.1.2,13-Jun•1999, W1n32 Plywood Shear Wall Footing User (c) 1983.99 ENERCALC,' ' Description Dia f, Line 1, 81 Panel Footing Analysis Lateral Forces Acting in Direction LefL_. "fo. RighL.. Soil Pressures__ Ecc. of Resultant @ Footing Centerline 5.281 ft '5.281 ft Sal Pressure @ LEFT Side of Footing 888.90 psf 0.00 psf 0.00 psf 888.90 psf Sal Pressure @ RIGHT Side of Footing Moments... Actual Mu @ Left Wall Edge 6,439.02 ft-# 6,439.02 ft-# 1,522.50 ft-# Actual Mu @ Right Wall Edge 1,522.50 ft-# Shears... vu/.85 @'d' from Left Wall Edge 19.143 psi 4.561 psi 19.143 psi vu/.85 @ 'd' from Right Wall Edge 4.561 psi 100.000 psi 100.000 psi Allowable Vn overturning••• 23,932.80 ft-# 23,932.80 ft-# Overturning Moment 36e256A0-ftp 36,2,56,00 ft� Resisting.Moment . Overturning Stability Ratio 1.515 :1 1.515 :1 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: � a� Ab e K Building Permit Number: 6 2 -' -� Plans Examiner: Martha Christy A. P. Number: 0-71?� - ll 0 -a 211 GENERAL: I CCI 1. 2. Zoning requirements — (number of permitted living units). Plans signed by the designer. 3. Proper description of work on the application. . 4. Existing violations on the property. 5. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). ,,V' 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 1! Escape or rescue windows shall have a minimum net clear openable area of 5:7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations Building Code 2406). (Uniform section Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). ,e.' All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 09.. Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or inlre a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 1 e&k- - ' arage firewall separation - required on garage side including supporting walls and posts (Uniform Building �` .• Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes 11 (Uniform Building Code section 312.4). j/ Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Y4. Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. .4. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). 5. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Brig Roof construction details complete enough to construct building.V gip` -�8. Fireplace construction details and calculations if necessary. Garage door header size(s)., )0, Porch header size(s). v� �' / I w �X. Typical header size(s). Stud heights. 13. High expansive soil — special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required.Avth 8"YL If the area below the lowest floor is fully enclosed, than a minimum of two penings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional U engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 1� Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be / designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. SCELLANEOUS ITEMS: � 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster — weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation —protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). . Sound requirements. 11. nergy design compliance and supporting documentation. . CDF re onsible area requirements. BUIL G PERMIT REQUIREMENTS: � O H, 1. SRA. 2. El Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑Use Permit conditions. / p_C� 6. ❑ Sub-Standard Housing letter. Page 2, of 2 , January 15, 2003 David Whittier 3142 Forbestown Rd. Oroville, CA 95966 0. Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 073-110-021 Building Permit Number: 02-3398 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. Per our recent conversation regarding combining permits for both the existing structure and the house you must provide the following items before a complete plan check can be done. Provide threes full sets of plans for both structures. Provide all engineering for the existing building on the new sets of plans. Provide two full sets of truss calculations and energy calculations for the structure as a whole. Provide all construction details from previously submitted plans, excluding the requirements for the upper level to be an efficiency dwelling unit -detail for the new use (game room). 2. Permit will be combined into one permit at the time the new complete plans are plan checked. 3. Plot plan is to show driveway. 4. The section view of the structure is to indicate all construction members and energy requirements. STRUCTURAL COMMENTS: 1. Structural review will be done when a complete set of plans and complete documentation have been submitted. 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 Martha. Philo will answer your structural questions. 1 of 2 Please refer to your Data Sheet for remaining non-f lan check itbms. (You received this form when you applied for your permit.) The counter staff will,answer any questions concerning the Data Sheet. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer 2 of 2 JIM PURSELL MAIN HOUSE CIVIL ENGINEER RCE 60924 Job Number 102-09-237 Page 1 Job Name David & Aris Whittier Assessor Parcel No. 073-110-021 Date 12/3/02 Analysis UBC 1997 OZ-33�jg Dead Loads Live loads BUTTE COUNTY Roof BUILDING DEPARTMENT Comp 6.0 1/2" plywood 1.5 APPRUVEL) Framing 5.0 Z /� .7 / l Insulation 1.0 -1/2" Gyp 2_5 16 psf. 20 psf. Snow (assumed) Wall - Stucco '10.0 3/8" O.S.B. 1.0 Framing 2.5 1/2" gyp 2.5 Es i Insulation 1.0 17.0 psf. � m Floor Flooring 3.0 w N c 6092 3/4" plywood 2.0 I -joists 2.5 F 1/2" gyp 2-5 o F CA 10.0 psf. 40 psf. Lateral loads Wind: Exposure B P = CQ Cq q I where CQ = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic: V = 2.5- C. I W / 1.4 R C. = 0.36, I = 1, R = 5.5 /4.5 Soil Bearing: 1500 psf Friction = 0.35 Lateral bearing = 250 psf/ft: je=-/ I a 6 /Rz = C(37S) t e- z' ` Lj 0< > ��^r•�x - Lll�(P� �T i5 �•� T� ^ Y �� 39 s i b K = Y8 5 Ib 2Z / 1l/-3 j -*z D.F. S A)IO Lkv4jir-tU-. -2y3 M b/ S,S(/.ISS - /opo •psi 7Ll r ZCs Al q to ? /.SZz, (bs� 6 /Rz = C(37S) t e- z' ` Lj 0< > ��^r•�x - Lll�(P� �T i5 �•� T� ^ Y �� �,cG,r - 3 IAA /`'bZ-ty /6, oto.�T•1b FV o� / M MS .Sc� Pr'o+•'rt �G �Lvra4 tit %�� �i GZS V —z8Lt6 3TI s IL SG 6 4-sYr2 - /v?c Psr cyos�-- OfZ 13`� l.vsR�.T I�.N� �-{oG•��1/rg.R. � IJOu.g.L� 7�f�1 M �t� S vLp G3,� vS� AT TA� 9,4-3 p -7-f4r� 7 lLLr- r Fes -/A -t. ,gLSo 6/� lia17- /A-2 ---Asr-oH (—Vlv -1 b r h-� I x -'G AM Y FQo kk gCZ? Piz 8 8 z _ yx17- F CD H-, ppN �,t��c�c t� o ✓iii ���� s� / o �- /Jmc� wA - , R, V r�= psi, �N�Gf� M M fZ s/rte- 1'4ArlE_ Sc, PPD WG IV 44 K @, S44 Q1.P�, S -1 M � 8 IZ/,�•� .SILL. PIAT = 38 � -- < A 565-'_5) SIJz�G-- iR7�Mrlj� O - _ Gx t2, o.F � ./3M AI,4 ,,S 1� O .. yv �. .. Sv �6l.L, cc�,vFo { Tc, . ca,UVf-k-C3:VA L, L3PAc i,vG � w ti{,: �1i-s .� ,p ,moo G.A7 ,4A-)A/-mss/s . .Ao a Psis .IOAZc _Foto y� r.As A c�F rN� STR�i'vR pG,�G� A �v //0wi�� SPzc? �o Whittier House 'Page 8 Lateral Analysis Improtance Factor I = 1 Wall 2u Seismic Wind . Roof: Windward Leeward q I P Roof Weight: (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 34 0.7 34 14.5 1 = 374.7 Pitch = Rise:Run Pitch Factor P(25)= 0.72 0.3 78 0.7 78 14.5 1 = 814.3 6 : 12 = 1.12 P(20)= 0.67 0.3 27 0.7 27 14.5 1 = 262.3 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 (Pitch factor)x(Area)x(Wt:(psf)) = Wt.(Ib) 1.12 x 673 x . '21 = 15801 Wall: Windward Leeward q I P Wall Weight: (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) (Area)x(Wt.(psf)) = Wt.(Ib) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 272 x 17 = 4624 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 Soffit Weight: P(20)= 0.67 0.8 45 0.5 45 14.5 1 = 568.3 (Area)x(Wt.(psf)) = Wt.(Ib). . P(15)= 0.62 0.8 15 0.5 15 14.5 1 = 175.3 100 x 10 = 1000 P (upper) = 2195 Ca = 0.36 Total Wt.(Ib) R=5.5 W= 21425 Base Shear (lb) SEISMIC GOVERNS V = (2.5 x Ca x I x W)/(1.4 x R) = 2504 Wall 2� Wind Seismic Floor Weight: Roof: Windward Leeward q I P (Area)x(Wt.(psf)) = Wt-(lb) (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) 202 x 10 2020 P(30j= 0.76 0.3 0 0.7 0 14.5 1 = 0 Wall Weight: P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 (Area)x(Wt.(psf)) = Wt-(lb) P(20)= 0.67 0.3 0 0.7 0 14.5: 1 = 0 680 x 17 = 11560 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Roof Weight (Area)x(Wt.(psf)) = Wt.(Ib) 124 x 21 = 2604 Wall: Windward Leeward q I P Soffit Weight: (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) (Area)x(Wt.(psf)) = Wt.(Ib) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 56 x 10 = 560 P(25)= 0.72 0.8 0 P(20)= 0.67 0.8 0 0.5 0 0.5 0 14.5 1 14.5 1 = 0 = 0 = 0.36 Total Wt. (Ib) P(15)= 0.62 0.8 200 0.5 200 14.5 1= 2337 R = 5.5 W = 16184 R P (lower) =2337 ..Base Shear (lb) V = (2.5 x Ca x I x W)/(1.4 x R) = ' 1.892 WIND GOVERNS P (Total) = 4532 V(total) = 4396 a P (upper) = 3129 WIND GOVERNS Page 9 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 6 : 12 = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12 x 675 x 21 = 15848 Wall Weight: (Area)x(Wt.(psf)) = Wt -(lb) 456 x 17 = 7752 Soffit Weight: (Area)x(Wt.(psf)) = Wt:(Ib) 100 x 10 = 1000 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 24600 Base Shear (Ib) V = (2.5 x Ca x I x "/(1.4 x R) = 2875 Wall 3L Whittier House Lateral Analysis Improtance Factor 1 = 1 WallS Seismic Wind Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) . P(30)= 0.76 0.3 53 0.7 53 14.5 1 = 584.1 P(25)= 0.72 0.3 105 0.7 105 14.5 1 = 1096 P(20)= 0.67 0.3 42 0.7 42 14.5 1 = 408 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall:Windward P(25)= Leeward q I P • (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 . 0 14.5 1 = 0 P(20)= 0.67 0.8 63 0.5 63 14.5 1 = 795.7 P(15)= 0.62 0.8 21 0.5 21 14.5 1 = 245.4 P (upper) = 3129 WIND GOVERNS Page 9 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 6 : 12 = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12 x 675 x 21 = 15848 Wall Weight: (Area)x(Wt.(psf)) = Wt -(lb) 456 x 17 = 7752 Soffit Weight: (Area)x(Wt.(psf)) = Wt:(Ib) 100 x 10 = 1000 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 24600 Base Shear (Ib) V = (2.5 x Ca x I x "/(1.4 x R) = 2875 Wall 3L Wind Seismic Floor Weight: Roof: Windward Leeward q 1 P (Area)x(Wt.(psf)) = Wt -(lb) (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) 435 x 10 4350 P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 Wall Weight: P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 (Area)x(Wt.(psf)) = Wt.(Ib) P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 620 x 17 = 10540 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Roof Weight (Area)x(Wt.(psf)) = Wt.(Ib) 88 x 21 = 1848 Wall: Windward Leeward q I P Soffit Weight: (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) (Area)x(Wt.(psf)) = Wt -(lb) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 66 x 10 = 660 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 Ca = 0.36 Total Wt. (lb) P(15)= 0.62 0.8 210 0.5 210 14.5 1 = 2454 R = 5.5 W = 16738 P (lower) = 2454 Base Shear (Ib) V=(2.5xCaxIxW)/(1.4xR)= 1956 WIND GOVERNS P (Total) = 5584 / �-� V(total) = 4832 0 Whittier House Lateral Analysis Improtance Factor I = 1 Wall 4u Wind Roof: Windward Leeward q I P . (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 53 0.7 53 14.5 1 = 584.1 P(25)= 0.72 0.3 123 0.7 123 14.5 1 = 1284 P(20)= 0.67 0.3 70 0.7 70 14.5 1 = 680.1 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q 1 P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 18 0.5 18 14.5 1 = 244.3 P(20)= 0.67 0.8 105 0.5 105 14.5 1 = 1326 P(15)= 0.62 0.8 35 0.5 35 14.5 1 =. 409 WIND GOVERNS Wall Wind P (upper) = 4528/ Roof: Windward Leeward q 1 P . (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 53 0.7 53 14.5 1 = 584.1 P(25)= 0.72 0.3 123 0.7 123 14.5 1 = 1284 P(20)= 0.67 0.3 70 0.7 70 14.5 1 = 680.1 P(15)= 0.62-0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)=. 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 18 0.5. 18 14.5 1 = -244.3 P(20)= 0.67 0.8 105 0.5 105 14.5 1 = 1326 P(1.5)= 0.62 0.8 385 0.5 385 14.5 1 = 4499 P (lower) = 8618 SEISMIC GOVERNS Seismic Roof Weight: Page 10 Pitch = Rise:Run Pitch. Factor 6 : 12 = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12x 912x 21 = 21413 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 336 x . 17 = 5712 Soffit Weight: (Area)x(Wt.(psf)) = Wt -(lb) 0x 10= 0 Ca = 0.36 Total Wt.(Ib) R=5.5 W= 27125 Base Shear (lb) V=(2.5xCaxIxW)/(1.4xR)= 3170 Seismic Floor Weight: (Area)x(Wt.(psf)) = Wt:(Ib) 1295 x 10 12950 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 1624 x 17 = 27608 Roof Weight Pitch x (Area)x(Wt.(psf)) = Wt.(Ib) 1.12 x 1615 x 21 = 37985 Soffit Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 60 x 10 = 600 Ca = 0.36 Total Wt. (lb) R = 5.5 W = 78543 Base Shear (lb) V=(2.5xCaxIx"/(1.4xk)= 9180 Whittier House Lateral Analysis Note: Seismic will govem for Walls A & B (upper & lower). Wall Au Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 6 : 12 = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12 x 1615 x 21 = 37918 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) . 450 x 17 = 7650 Soffit Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 270 x 10 = 2700 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 48268 Base Shear (lb) V=(2.5xCaxIxW)/(1.4xR)= 5247 Wall Seismic Roof Weight: (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12 x 324 x 21 = 7620 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) .1123 x 10 = 11230 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 1494 x 17 = 25398 Soffit Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 64 x 10 = 640 Ca = 0.36 Total Wt.(Ib) R = 5.5. W = 44888 Base Shear (lb) V=(2.5xCaxIx0/(1.4xR)= 5247 V (Total) 2 10888 Page 11 Wall Bu Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 6: 12 = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12 x 1565 x 21 = 36744 Wall Weight: .(Area)x(Wt.(psf)) = Wt.(lb) 460 x 17 = 7820 Soffit Weight: (Area)x(Wt.(psf)).= Wt.(Ib) . 190 x 10 = 1900 Ca = 0.36 Total Wt.(lb) R = 5.5 W = 46464 Base Shear Ib V=(2.5xCaxIx"/(1.4xR)= 5431 Wall BD Seismic Roof Weight: (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12 x 576 x 21 = 13548 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 939 x 10 = 9390 Wall Weight: (Area)x(Wt.(psf)) = Wt.(lb) 1295 x 17 = 22015 Soffit Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 384 x 10 = 3840 Ca = 0.36 Total Wt.(lb) R = 5.5 W = 48793 Base Shear (lb) V= (2-.5 x Ca x I x W)/(1.4 x R) = 5703 V(Total) = 11134 !�✓l. �� ver.. /�,wr� l,/AS A s/ti G ��� /441 PA %/7l ,e- AA7-kp A, 4.o, 14r�,l-APWRA M 5 _ i✓oy,/�v�� I Jd� .NAIL! -, !n>l C,L Cofob Ll� - ( -4{ �i IZ3\Apr'. 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LimitNG 4 Axt,4,1-)i A,Q;� -517-4110S e' 7 '41- F—AJ-rF4Y, t e CP l= - 6�(� = /3 SO Lt 3zz C = O.8 �S�4w,v LvMgRP�� C)-[ 135,n)(145Y.tc(� �MQ� SIo�v �a1tc,� <7^'k-zs 2-t3 n b z 3/� S c Psi' OFA Alt ©Y N�GkT �S7cz s STQ S`T UZ, st.�>a�-R�c�s s RA�70 ,Z /-76 � - 30. s) _ /6 f � e S;'7 r� = 3 61. r��� = 3 z. - � 375?, = -g _ t_z26 s -- — 323 P� i M� �M 49 =g�5O'CIZ.rs lG(C) (�s� / "1 ►a 1 N I7 O c�S I ❑ APPROVED ® CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL _'" 1-20.00ERMIT CLEARANCE Permit #: L o b —D Genera/Information Dat Owners Name: �a� + p �� t� �—� Parcel Acreage: Subdivision Ma Owners Address: ❑ Minor Use Permit ❑ Administrative Permit Building Site Address: r BM et&1J7formation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic N Well ❑ Other Zone District: General Plan: Use Permit: A-5 Date of Zoning Ordinance: Development Agreement: Variance: ❑ Residential Accessory )0--7-`?5 Parcel Is In: Land Conservation Agreement KNo ❑ Yes, check use ' Minimum Acreage: Nitrate Action Plan IM No ❑ Yes Violation Area No ❑ Yes Specific Plan ® No ❑ Yes ❑ Chico ❑ D2N [--j Cohasset Enterprise Zone ® No ❑ Yes, check use 10 Floodplain M No E] Yes Zone: _ Panel Number: D —S:Z�o No ❑Yes Watershed Protection Zone Proposed Use Complies With: 5 General Plan Zoning Fire Prevention Subdivision Ma Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Famil Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ _Yes Applicable Setbacks: ❑ Other ❑ Other ❑ Accessory Building Use LI/ Zoning Code Street & Highways Fire Prevention Subdivision Ma Front S� C L Side Side street Rear �� _._ _. -- -• v. iHeiqht Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ® Deeds Date of Creation: Agriculture Affidavit Required Designated Well Site Drainage Plan (Com/Ind/Multi) i-Z�-(oS Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: ©tom 0512 37 fle ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Legal Access Provided: Legal Access Required: ® No ❑ Yes, Road Name: ❑ No ® Yes ❑ Map Date of Recording: Lot: Block: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition noof conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ No ❑ Yes l/AIKNOaJA,f ® No ❑ Yes Book: Page: ❑ Provide Creation Deed ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other General Comments: Am IN3Wd013A30 aNVI 3WS 30 A1N600 000a s t inr C13AI333H ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. GARAGE SECTION JIM PURSELL CIVIL ENGINEER RCE 60924 Job Number 102-09-237 Page 1 Job Name David & Axis Whittier Assessor Parcel No. ' Date 073-110-021 10/30/020/ / Analysis UBC 1997 .-- Dead Loads Live loads Roof Comp 6.0 1/2" plywood 1.5 Framing 5.0 Insulation 1.0 1/2" Gyp 2_5 16 psf. 20 psf. Snow (assumed) Wall Stucco 10.0 3/8" O.S.B. 1.0 r Framing 2.5 1/2" gyp 2.5 ssr Insulation 1_0 �oQP ES �F 17.0 psf. Floor m Flooring 3.0NO 6092244 = ` lr,( � 3/4" plywood 2.0 �* I -joists 2.5 sTq C,vi\- TF 1/2" gyp 2-5 of CA\ -\FO 10.0 psf. 40 psf. Lateral loads Wind: Exposure B P= Ce Cq q I where Q = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.76 @ .30 feet 0.5 out leeward wall Seismic: V = 2.5 C. I W / 1.4 R Soil Bearing: 1500 psf Friction = 0.35 OZ -3o(.8 BUTTE COUNTY BUILDING DEPARTMENT I=14.5 t F@ 7P/5 /2/� z/Vz P.A. �v/���NG PPV a&r c � l =rte z/f//2, Mcph, lu 1. f��1Zs . (:Z w vo. ... r.T-_N. G .. . r�lt� �G .. Fo�N Q�4 G l� N _ �' ,A lcJ v196. �iQ L4-. f - /2 w/oma /.s:��.rv? . fcoo F 7-Txi, 2 kIA' r, F) /Z� = R2- z ,BEA-I,eiA'r. S�PIO-Z 5 49N b �7- h `' M PAC- 3 GW I,AJA F 1.-3 tz @ GA kA CZ_ •7--,7-AL- 2/b6p)`f' /-�312) lel 7o Ll Q .p i-rw c T la' o P rXG /.S7 15;77fiR9-,\,A. -TSP a(; sc.A Q i o Zcs-T-jc)N` 44CSTFaM WILL. AGT . G ac>4 G = /,SocI f >Sf Nn7 Gv/�•�-- Ate- ,4A 1J �A 7'0 '�,4 � /� P s-� .j�oF �j� o L..�,,�p A 1 Windward Leeward q I P Whittier Lateral Analysis Coef. x A) (@75) . (lbs) Walls S& S Improtance Factor I = 1 14.5 Wind = 0 P(25)= 0.72 Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) 0.7 0 (lbs) P(30)= . 0.76 0.3 16 0.7 16 14.5 1 = 176 P(25)= 0.72 0.3 82 0.7 82 14.5 1 = 856 P(20)= 0.67 0.3 21 0.7 21 14.5 1 = 204 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) 1 (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1. = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 78 0.5 78 14.5 1 = 985 P(15)= 0.62 0.8 0 0.5 0 14.5 1 = 0 P (Total)/ 2222, WIND GOVERNS Walls s &F Wind Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) . (lbs) P(39)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 = 0 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 P(15)= 0.62 0.8 195 0.5 195 14.5 1 = 2279 P (lower) = 2279 P (Total) = 4500 WIND GOVERNS Page 4 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 6 : 12 = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12 x 624 x 21 = 14651 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 256 x 17 = 4352 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 19003 Base Shear (lb) V= (2.5 x Ca x I x W)/(1.4 x R) = 2221 Seismic Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 488 x 10 4880 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 640 x 17 = 10880 Ca = 0.36. Total Wt. (lb) R = 5.5 W = 15760 Base Shear (lb) V = (2.5 x Ca x I x "/(1.4 x R) = 1842 V(Total) = 4063 Whittier Page 5 Lateral Analysis Wall lines�1icient u 8 2u conform with conventional bracing requirements. Due to insu s ear panel @ Wall 2D Wall S will be required to carry the full story shear by rotaion. P (Total) = 5321 SEISMIC GOVERNS S/JE�QR �,a.�,t� SCIM N AR -f 6 25 � /3' a zs dC_FTfI 5 7/3 8 "(399 •'• �k Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 6 : 12 = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12 x 1247 x 21 = 29278 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 1760 x 17 = 29920 Floor Weight: (Area)xTt.(psf)) = Wt.(Ib) 97.Tx 10 9750 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 68948 Base ShearIb V = (2.5 x Ca x I x W)/(1.4 x R) = 8059�� 4=- =.. 25 8osy _ 2 2e 716 _ ....,3010 usE ej,o I_A7'P-ML. Fo.Ncs_ ,2zz2- /b Improtance Factor I = 1 Wall 1L i�s� ►� � Wind Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(3p)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3. 41 0.7 41 14.5 1 = 428 P(20)= 0.67 0.3 28 0.7 28 14.5 1 = 272 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q 1 P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 2 0.5 2 14.5 1 = 28.7 P(25)= 0.72 0.8 30 0.5 30 14.5 1 = 407 P(20)= 0.67 0.8 100 0.5 100 14.5 1 = 1263 P(15)= 0.62 0.8 250 0.5 250 14.5 1 = 2922 P (Total) = 5321 SEISMIC GOVERNS S/JE�QR �,a.�,t� SCIM N AR -f 6 25 � /3' a zs dC_FTfI 5 7/3 8 "(399 •'• �k Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 6 : 12 = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12 x 1247 x 21 = 29278 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 1760 x 17 = 29920 Floor Weight: (Area)xTt.(psf)) = Wt.(Ib) 97.Tx 10 9750 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 68948 Base ShearIb V = (2.5 x Ca x I x W)/(1.4 x R) = 8059�� 4=- =.. 25 8osy _ 2 2e 716 _ ....,3010 usE ej,o I_A7'P-ML. Fo.Ncs_ ,2zz2- /b zzz 2 I� i�s� ►� � 4 S�rEa � �i✓A-�.t-. .b � s rG �v Al Use =+}�' f�1 Chl P S �to.^� `�'�-A ^� /4prLQc�'•�T�. ' '.Tb P �r-�i"E-. � n:c_.� o1`�G� � `�' i,vSP��T(�% Gv�?vfwt nJ� ►,r � j x R ,oQa►'� �, S�c1�c,� Ft�.� DIS Pf�-��g�`'` ' WA, -4- A @ /F L•✓/�Ll.• l5 ��. �',::T:.'r:v �,u JI J� .� �CJ ; Ut>/ % 5��.-�, �� % S /�-�C.�G� !A PA RA-r"zp S . Q . d�� F'�. ,tea �� Cd �o . < . �sG ./Z` o. c Fr rte( p `rte -r- P wj A3 SS ' L � _ P" A M,qk CD 6(Z!� P` `(cD (d (FrZQ /rl cUPA ,lb4zow NS �J Wa,I,B�Ol Ai ru��-� 'APfi 5a ®.5,g, d�� �v,�rI-C �Z �a_c, f `1�:E;- p, O.G. 0A `t-- (Q�- PAV =L. Ajviv �<. A Rr� isfi%=.p O. S,, g , G�'i-.� �� 11-5 �i �o c, /� ' o c� F/�-L� - cam,/n r=. ; I ��rs`�" 7'o i�P rd. -h- _ !W plo-T(Lgz' ��-' /A/A, PAGLs I2 qJ 2' < ?;A PA �-(� D � 5. B _ w � u � I! � �'' /8/Q+C` flM jet`" (73 T. 8 si4AC4N6 = 39 --3 3_ /o =__Up�gx ,t plo-T(Lgz' ��-' /A/A, PAGLs I2 qJ 2' < ?;A PA �-(� D � 5. B _ w � u � I! � �'' /8/Q+C` flM jet`" (73 T. 8 si4AC4N6 = 39 --3 3_ /o =__Up�gx j � e=Y2 •) Ci, WN)-n-(rZ,P, 7- _ /-2 -/Z 5�3 ung r r 5 Lk-ql ,��R- (2 ?S AS >-C - 4ErQ>Gf 1J^ JL I A:r SPrl•v yS V !, -37 ca5�, �aD Pts , A t- A -LL EI)GgS" ✓VST . = t9 P:`1's p- �°a'.,�.D l �,�. //a c�RS S ��c{,(1 iVG /A o/A PkQRr\ .,�israTf,���G �'.� �%G I ���.,1� �l� G I j/�v c�A'' /N FRvST•cZ�l%� N, �/= 7"r4<-� J .AJ E. Gd,v PRo v p. 7,4' ,� C) V- - ��LI-r t3'-�kIt-* D I (ArP t4 NP4vG AA :10-V U7 02 C13:4?p �o7 . t� A—'c vq i�;7! (sloc A U,L 06-P L (AWO pi t2 C, rl\ .s 1 -t1 -z i November, 1, 2002 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville; CA 95965 RE: Truss Design, David & Aris Whittier Garage, APN 073-110-021 I have reviewed the truss designs for this project. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration. Sincerely; im P sell, P.E. (971 Oz I/ ce- Pi IW3 OL. 2co LL. Wl-, ..�"V1b'Jf,�� DGgeg (tikiVc-.o; /�fi` `ll.t�.t� � lc1Y�S�•. MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 12/26/02 Page: GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section :3.125x12.0 End Fixity Pin:Pin Center Span = 10.00 ft Beam Width = 3.125 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = .1.25 UNBRACED LEIM Fb - Bending = 2400 psi Beam WtAs Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 190 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL = 441.0 plf LL = 700.0 plf SUMMARY USING 3.125 x 12.000 Beam, Bending = 76.67%, Shear = 96.85% o , Max. Pos Mom @ 5.00 ft = 14.38 k -ft Shear: Max. @ Left = 5.75 k Reactions... DL Maximum Max. Neg Mom @ 10.00 ft = 0.00 k -ft ....used for dsgn = 8.63 k Left = '2.25 k 5.75 k Max @ Left = 0.00 k -ft ....Area Req'd = 36.32 int Right = 2.25 k 5.75 k Max @ Right = 0.00 k -ft Max. @ Right = 5.75 k Max. Allow Moment = 18.75 k -ft ....used for dsgn = 8.63 k Deflections.,. fb : Max. Actual = 2300.2 psi ....Area Req'd = 36.32 int Center = -0.13 in -0.32 in Fb : Allowable = 3000.0 psi fv : Max. Actual = 230.02 psi ....Dist = 5.00 ft 5.000 ft Fv : Allowable = 237.5 psi ...L/Defl = 960 376 aK Ck = .811(E/Fb)".5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeD/B"2)a.5. = 7.92 Bearing Req'd @ Left = 2.83 in . ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 2.83 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 14.38 Mmax - 14.38!1-k P 5.00 ft Mmin - -0.00 /t -k o 10.00 ft 5.75 Vmex - 5.75 klpa o 0.00(t Vmin. -S.75 kip,o 10.00/t -5.75 Dmex . 0.00 to 0 0.00 ft Dmin.-0.321n• 5.00ft 0.00 -0.32 ft 1 0.0 1.6 3.3 S.0 6.7 8.4 10.0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 PAC- f c_t_. - S + lao = 70 Z Psi No � � = 3 Z.rl7. tioTch'� S�Z/NG�s RFND�R,S VII -50 WESTERN WOODS USE BOOK�o -z A -RY-1_�� DESIGN —BENDING MEMBERS Continuous Beam —. Two Equal Spans — Uniformly Distributed Load � 3u.1 J=7 J I R,=V,=R�=V, . . . . . . . _— 3 ?—. 3�jo !b 8. RI l RZ R3 Jowl R,. VZ V, = Vmax . . . . . . . . . . . XI 8 S M1MxiI I I Mm�f _ — wl' M, - — /�_ 8S8 Sl"•� 1 1 8 _ 8 p p A max 31wl' \ 9�y 4651 �61 Mm Ce4 8 J = 128 g wl' 6mex. at 0.461, epprox, from R, and R, _ 185EI A4 _ 6 M _ 6� g � �� _ /c oo �. I s) _ l l sc, Psi* L s i _.......................... F;r. it w/ g4 ,1 @q c c , = V Z ( ate. �� � o S , /< I 4 , .__ COUNTY BUILDING D PA ` NIENT ------------ Cantilever,Beam—Uniformly Distributed load _ (to, V 7 i 3C3G8Yi{ = 31 CC LI I 1 R=V . . . . . . . . . . . =wl / y ax 2- To 7-J �� ! M max. 1 of fixed end) . . . _ — _3/0 (LI 4j d ` . 2 �- wx' Mx . . . . . . . . . . . . . _- 2 wl' Gmax. (affree-end) _ — - 8EI w . . . . . . . . . . . . . =—(x' -41'x+31') . 24EI / y ax 2- To 7-J �� November 1, 2002 I Butte, County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 RE: Truss Design, David & Aris Whittier Garage, APN 073-110-021 I have reviewed the truss designs for this project. My review includes ; identifying and locating loads.in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of .1500 pounds per square foot. Thank you for your consideration. ;Sincerely Jun Pursell, P.E. 301.8/2002 14:24 5303431124 WESTERFA. 17DS EWP PAGE 01/01 APA'='VJff1%X Certificate-fo Conformance Certificate_ 054076 THIS IS TO CERTIFY that. the glued laminated.timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products -- Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Tmber Of Softwood Species ITIS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced In a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include Inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber. grade and glueline bond quality. by--, ._ ......._. Thomas G. Williamson Executive Vice President �c orrec� � tZe- -fro m -Flle. ENGINEERED WOOD SYSTEMS ie a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 18th Street - P.O. Box 11700 - Tacoma, WA 96411.0700 Telephone: (253) 555.8600 - fax Number: (263) 665-7205 ei2QJ32, 14: 2a 530_431124 WESTERIAXOD5 EWP rlrll.t 111.1) WODU'•`.'i.Y'.YTf.M Certificate of Conformance r.p.. rtilir Atp_„-_„ -^._5407G .. F'a.;E 131 i Q: THIS IS TO CERTIFY that the glued laminated tlmher products identified with.a collective mark Engineered Wood Systems (EWS) were. manufactured In accordance with the applicable stands and associated specifications indicated below: ANSI Standard Al 90.1-1992, For Wood Products-- Structural Olued Laminated Timber NES -486 Glued Laminated Timber Combinations And "GAP" Computer Program For determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT fr, HFRPPY CERTIPIEE> than iha APA EWS trar1An1RrkP.d tlnirtursl rjlued larnitimcd timber rnemhec were produced In a rnarufacturing facility subject to regular audits in accordance arith the Engineerec Wood Systems (EWS) duality Assurance Program. Routine audits include inspection of tni manufacturing process and evaluation of the in -plant OA program with adequate. t,;,mpling to verif, conformance to industry standards for lumber grade and glueline bond quuilty. by ..-'f:•''^_-�--� �"`.c-c--'� Thomas G. Williamson Executive Vice President Ex'dwEEREO Y4pOU 5YS. E1A3lf t re.r tid curpon110 el AOA— THE ENGINEERED WW0 AS5UC1Ari0S MiSzouih I9m Sow- P.O. Son 1+700-Twome. WA ON'�•0�00 TN00firo. r2SJ) 007.ODOC - fox -14UMDGI: izu) bob -706A y BUILDING DIVISION; COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT APERMIT N 76 Cn 61 - Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. �,1/�� �/� ZONING OWNER� DA��3� b- L--7� PHONE N0 OWNISADD$fi�SS. �L�f J ©• Cl �� r ! � qZp(./i LOCA ION OF BUILDING U C aa c� a. i/ 3144-- USE OF BUILDINGJj �)� ll v SIZE OF STRUCTURE 5 x 3 9 _ so. FT. TYPE OF CONSTRUCTION: WOOD FRAME —X-- STEEL CONCRETE OTHER (Specify) TYPE OK SIDING fU C' co ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $ (J AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: �✓ t I t - �D FRONT J ''�� SIDES 7- 0 REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. 61,AC- AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date. 61-7101 Permit Fee - $60.00Q Receipt No. 3�L/O ( 32, r Signature of Owner - The above described AG Building is exempt frorrya-b/ing permit. I DEW' 091 "F-11W�AIIIMI Manager Building Di isio By LW— Date �. White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Www '1160O TY OF BUTTE -DEPARTMENT OF DEVELOPMENT, SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ,DaV ;J ESSOR PARCEL ER: Proposed Building Use: P T Building Inspector: �, Date: At time of permit application, I was advised the following data must be submitted prior to permit proces ing and/or issuance: LIl . Date Received By All items have been submitted.----------------------------------------------- -------=------------------------------ 112. Plot plans, 3/4 sets, signed by the preparer of plans. ------ � 03. Complete plans, 3/4 sets, signed by the preparer of plans. UR 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 115u Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- E16 Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. I'azardous Material Form. --------------------------------------------------------------------------------- ❑ 9. Manufactured Home data and installation ig 09tions including Tie Down Specifications .--------- ❑ 10. Fees3y— d� 'DYI�PS - .----------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- 0 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- 1113. -------------------------------------------------------- ❑13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. SanitAtion and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---= ----------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- Ell 8. ------------------------- ❑18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- E31 9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification)., ------------------------------------ ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- k ❑23.,Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ----------------------=---------------. ❑24..Letter of signature authorization. ------------------------------------ ;;------------------------------------------- ,,, .+• 025. Recorded copy of Agricultural Acknowledgment Statement. ------------------- 026. Letter of intent on building use. ----------------------------------------------;*- 027. --• ❑ 27. Manufactured Home utility clearance. ------------------------------------------- ❑28. Existing violations and/or expired permits. ------------------------- --------- =- 029.'E]43 3 A, C3 Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: When you issue the permit, process as follows Rail to owner, ❑Mail to contractofj. I Lf r ❑ Telephone and hold for pickup at office. ❑ Deliver with inspector. / Applicant: % Date: (� / e / Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. - Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. I ❑ APPROVED ® CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: r— Genera/Infornfation . Owners Name: Owners Address: Building Site Address: Date: . AP#• 073- 110 -0.Q \ L Parcel Acreage: ' / A L C o � A Po Privpertv1J7J0rr77ab►0n Permit Tyne: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic R Well ❑ Odw Zone District: General Plan: Use Permit: A-5 Date of Zoning Ordinance: Development Agreement: Variance: Land Conservation Agreement ANO n Yes, check use Minimum Arreane- Nitrate Action Plan No ❑ Yes Violation Area @j No ❑ Yes Specific Plan. ® No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone ® No ❑ Yes, check use Floodplain No ❑ Yes Zone: I Watershed Protection Zone No E] Yes Proposed Use Complies With: CS General Plan %Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commerdal/Industrial/Multi-Family Uses: Parking: ❑ Panting Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: )0---)-7�;_ ❑ Cohasset Panel Number: 10 -ISO C' ❑ Accessory Building Use ❑ Other ' ❑ Other. _(DL>('_. Zoning Code Street & Highways ention FPrey, a Front So C L�' Side Side street Rear 2 Height 7 .e-. .--- Septic Permit Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review:. Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by: Deeds Date of Creation: Z — Z s .Legal Access Provided: ❑ No� ❑ Yes UA/KNO,jA f Deed Reference: / 3(_0 — 3 Z S Legal Access Required: ® No ❑ Yes Parcel Frontage on Publicly Maintained Road: ■ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No. ® Yes Comments: A? ❑ Map Date of Recording: Lot: Block: Book: Page• Conditions That Must be Met Prior to Issuance of Per); ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance. (See Planning Division for application). - ❑ construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordiriance (Maps Recorded Prior to Book 17 of Maps Page 23). Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other rvow c-oAT) 2 AIO 1N3WdOuna aw 31UIS JO AINf100' 000Z s :t i n r a31U303a � -r-e:> , a ni 4 PRE -INSPECTION REPORT • WNER d �1 �N DATE: I U LOCATION: � �. z�`(Yw� Zai ►�_ A.P. #• �_ j o, ©off CONTRACTOR:` V� W 1 ZONING: PRE-rK PETION FOR: DATE TQDYSECTOR: PERMIT HISTORY:O NONE AS FOLLOWS: ) BU LD04G INSPECTOR'S REPORT Building Dacription: P ( •0 1 . CocrtrnerciaUUsage: C �S Residential/# of Units: Currently Occupied Abandoned/Vacant x. Electric: Yes 4 No Electric currently On Off / Condition of Electric Gas: Natural Propane None / Currently On Off Obvious Problems: Sanitation: Plumbing Working / Well Working Potable Water Obvious SewageProblems / Comments: ACTION RECOMMENDED: ISSUE: 1z HOLD FOR Inspector Date l �J ✓ C�rZ./ — Sketch buildings on reverse and indicate location on propert COD