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069-240-037
0G9-240-037 _ TH AN, LAURA JACK HILL DR, OROVILLE Cont: DON NSF 11 T. -RTES RESIDENTIAL PERMIT NO�THRM�N LAURA 03=3Oy3� JACK HILL DR, OROVILLE Cont: DON BERGER CONST. NSF FICA" ZZ L_ COPY FM.+ �J � g p f erBy ELECTRO Date Meter By Date SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 41� Z- C�c-P� d -T OFFICE COPY Address ELECTRIC Meter By Date JOB FINALED (Date) Signature DESCRIPTION OF INSTALLATION 1. ROOF Thickness(inches): .. .......... ................................... 2. CEILING Batt or Blanket Type: s €€ ii�ifjb>as Thickness inches ...................................................... ............................................... Loose Fill Type: Minimum Installed Weight/ft :::':15WAb .... I ............ Brand Thermal Resistance .................................................... *... * ".... **'...A.. ... . ......... Brand Name: JAish2nW Thermal Resistance ............. ............. ...... ......... Brand Name:' ................ Minimum Thickness:::::::':. 1. inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R-Value)::;....1.9.::::::: iL 3. EXTERIOR WALL Frame A. Cavity Insulation Material:'�'Z'�lierglass `` Thickness ...................... B. Exterior Foam Sheathing Material: Thickness inches ........................................................ 4. RAISED FLOOR ... 4ii J** Material: 9 Thickness (inches): 5. SLAB FLOOR/PERIMETER Material: Thickness (inches): Perimeter Insulation Depth 6. FOUNDATION WALL Material: ......................... Thickness (inches): ....................................................... Brand Name: J -h .... * M A -i "'" I ... .. f ................. Thermal Resistance .........................2I........................ Brand Name: ................................... ...................... ' ........... *:*:':'r':':': ...... Thermal Resistance (R -Value): . A................................ ........... john Brand Name:: . ... .................. .. Thermal Resistance ........................ ....................... Brand Name: .......................................... Thermal Resistance Brand .................... Thermal Resistance (R -Value):::::':::::: ::::: ...................... ........... DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. ......... ........... ....... da4g jxwy- gffgv- ............................ - ...... Item Number's Sipaturk and Dite Installing Subcontractor (Co. Name) or Item Number's Signature and Date General Contractor (Co. Name) or Owner Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner J=OK • - 0 = Not OK . = NotReadyable " MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 7. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards -Ins. to Main Conduit 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 10. 7. Well Clearance & Disconnect Light Niche 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext:; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI . 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK = Not OK - =Not Applicable . = Not Ready RESIDENTIAL Date U 13FLOOR (Plans) OK except #'s i ng-Setbac ks- Easements- Flood -Slope g., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Date 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-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel j9._J)aN.V.; Fall -Fitting -Test -2 Way -C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 1d,W9ter 12. Pipe; Test -Anchors -Regulator -Service Test Electric Underground 1,3, PIenums & Ducts; Clearance -Material -Support -Ins. 1J/Girders-Sills-Anchor Bolts-Joists-Vents-Crippies *4 _Access & Ventilation 16. Insulation (Single & Duplex) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Water Htr.; Vent -Access -Combustion Air Baffle Bedroom Exiting ater Pipe; Test & Anchor -Nail PEatecfiQn G.F.I. & Bath Fixtures & Tub Access -Spa 9 D.W.V.; Test Fittings & AnchoFNail Protection Elec. Trim & Subpanel, Breaker Sizes & Labels Shp er Pan; Test, First Floor -Tub Access Date est Tub & Shower, Second Floor -Tub Access Date 92!(`as Pipe; Sixe & Anchors Date FRAMING (Permit) OK except #'s Sills Proper Materials & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s fixture & Transformer Clearance -Ins. Protection ?��c. Receptacles Spacing -Lights & Switches at Doors ;maize Boxes & No. of Conductors Stapled Amex Installed Close to Edge of Studs & C.J. qqjp. Ground made up w/Mech Fasteners -Bond Gas & Water 24-ITAppliance Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size/ZJga. Cu .C. Wire Size/ /ga Cu or Al ange Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No ervice-Riser Conductors & Ground Main Disconnect equip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light 35 Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Smoke Detector Ducts Insulation & Support Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 437 --Gent Fan, Exhaust above insulation Bedroom Exiting condensate Drain & Overflow, Size & Grade G.F.I. & Bath Fixtures & Tub Access -Spa L9!5urnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet Elec. Trim & Subpanel, Breaker Sizes & Labels 410e-A'tic 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 Sills Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound ,4 !Bbaring Walls over Girders & Floor Nailing 447-0.r aft Stop in Walls (rat proof) Fir .Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) gers-Post Caps -Anchors -Connectors Sling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. D41.7 Fipplace Ties or Type A Flue -Fireplace Throat Clearance &8r.'- 'c Access; Size & Romex Protection -Draft Stop -Ins. Baffles al -ac. B Windows or ExitiggA)oers_-!��l.-ALmwnsroris 2 arage Fire Protectio Framja Channel roperty Line Firewall & -Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection AAe17rywood on Roof Overhanq-Attic Vents -Rafter Outriggers 4 Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ,' 7 (�L@.-Glazina Area -Glass Protection-Skvliahts-Plastic Shear 62. Insu Date /Z�/4//�C� Date T Card B-1,Date Card B-1' Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Fo in Instld./Drive O Yes O No/Walks O Yes O No/Planters Cl Yes O No rt tucco 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. Correction m Previou,s,Kspections q,r,> 92. Gas -Meters Tag d, 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 A 3 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 959.65 • Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �-,3Cn -_�t, ASSESSOR NUMBER d��-EL240-037 ZONING RT1 BUILDING PERMIT OWNER LAURA THURMAN 589-5818 TELEPHONE SO. FT. OCC. BUILDING VALUATION 3080 R 166 320.00 - OWNER'S MAIUNG ADDRESS 6589 JACK HILL DR OROVILLE CA 95966 495 U 8 910.00 CONTRACTOR'S BERGER CONSTRCUTION TELEPHONE 184 C 10,192,00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace A 1500.00 Total Valuation $1RA962.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $944.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $613-60 BUIL y,, yE JACK HILL DR OROVILLE fD �f Energy Plan Checking Fee $23.00 $ PERMIT FEE $ 1600.6 0 LAT NO. SUED ISI SHAM PARCEL MAP CJ'40 c�L PLUMBING PERMIT Fling Fee 20.00 US OFSTRUCTURE SF Duplex ❑ Mobilehome 0 Other SPECIFY Each Trap7.00 105.00 Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW S.INM E FAMIT Y Gas piping system 1 - 5 outlets 15.00 15.0 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 185.00 ELECTRICAL PERMIT Fling Fee 20.00 R UE Main Service zo°A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 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, 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. i111 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO tOOOA 46.00 NEW CONST. DWELLING OCCUP.� SQSO ( S. FT. 125' 15 R cADoNs O . M�C u NON-RESID. 97.50 POWERSWGLE APPARATUS 8 OAP= CIR. oun.Er OR FIXTURES 20 � '�0° Ex. Occup.BAL• @ .so Ex. Occup.OunFTs RESID,OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00will Misc. Wiring23.00 [_ PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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 provisions. Date lob fo� _indicated bg�n�atureof Applicant - Iq Owner 0 Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolitio r construction of structures over 3 stories in hei ht.M44U.Date,,9//akLt Receipt No. . WHITE-D.D.S.•B.D. CANAR SESSOR K-INSP CTOR GOLDE MECHANICAL PERMIT Fling Fee 20.00 Heating -30.00 Cooling Hood 6.50 Ventilation GAS S=z 115 - PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 CONST. TYPE TOT L FEE $ 2110.25 HAZ D IM FLA CDF PARC PD D ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work above for which fees have been paid. .� PERMIT EXPIRES ON D e I 71�.W - , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive d Oroville, California 95965 • Telephone (530) 538-758, _ 3 PES o. .12/96) APPLICATION AND PERMIT (�� SESSORPARCELNUMBER //� G� /�.O O� ZONIN I r 'V O�,p� BUILDING PERMIT 1111"E ..-,,.li i SQ. FT. I OCC. BUILDING VALUATION OWNERS NG DRE6 O• `- �' \ (Ace S TELEPHONE cjWTRAC CTORS TORS MAJUNG ADMESS ONSTRUCTION LENDER Fireplace t LENDERS MNUNG ADDRESS Total Valuation $ ARCHrrECr OR ENGINEER UCE"SE NO. Filing Fee $ 20.00 Permit Fee' $ ARCWrECT OR ENGINEERS MAILING ADDRESS $ O Plan Checkino Fee BUILDINGADDRESS Energy Plan Checking Fee $ o0 e PERMIT FEE $ �TNO, Li SUBDMSIDN'S NAME Q •1 �� I PARCEL. PLUMBING PERMIT Filing Fee 20.00 � Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SFDuplex ❑ Mobilehome ❑ Other Water piping 15.00 sPECr-y Each gas water heater or vent 15.00 TYPE OF WORK Gas piping stem 1 - 5 outlets 15.00 IS. New (Addition ❑ Remodel ❑ Ufiwf s Instalation ❑ Other ❑ Building sewer 15.00 N S Mobile Home I S .1 G W @20.00 Describe Work: 100- I rt PERMIT FEE S 8 (Z. ELECTRICAL PERMIT Filing Fee 20.00 F L©� Z)' x 25C Main Service 000AOR LESS 23.00 3. Main Service 200A TO 1000A 46.00 NEW CONST. DWeOCCUP. OR ADDNS. 3.5¢ NEW CSMUL71.Ounz NON-REID. RAHM IRCI @7.5SxO0 POPERMIT FEE PAID $ SINGLE OLrMCIt •. oun Er OR FIXTURES 20 @ t.00 Ex. Occup. Li4L @ .so mAPPLNSORAEX. Occup. 5.00 S$ W Temporary Service 23.00 Moble Home Facilities 20.00 Mise. Wiring" ' 23.00 SHERIFF$ PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 OTHER $_ f Heating X-00 30. Cooling :• /51140 50 Hood 6.50 Ventilation11� (1611 •5� PERMIT FEI: S obfle Home Installation Fee $ Energy Inectio Fee $ sp $ � (-,,:7 OHA, D. FEES R. CD P EL HD ISSUEAMOUNT RECEIVED This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work DATE RECEIVED � � 3 indicated above for which fees have been paid. o aq 9By Date RECEIPT PERMIT EXPIRES Old eely COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive; Orovilie, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:y�_��y/ V /�� ASSESSOR PARCEL NUMBER C(007 7" 0 `�7 Proposed Building Use: Q S� Counter Technician': -i } '" "�- Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. e1. Site plans(33�r 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 2-:rEngineered plans, U3 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! fBf Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 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. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Fire Sprinklers............................................................................................ ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other tl ning items needed to issue the permit. (May require additional plan review upon receipems.) Fees as shown on the attached Schedule of Fees Due Sheet......................................Statement of Intent for Non -heated and A/C Buildings..............................Sanitation and -site -plan approval from the ERvirentnental-Health-DepaA Vn .. ❑ 19. City of Chico Plumbing permit ...................................................................... /jy"20. California Department of Forestry plan approval aid. Sent by: .......... ❑ 21. Planning approval for (A) Use: P K (B)Parking: (C) Parcel Check: ) o 10- (K ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... /f9 , NPDES Form........................................................................ r-� Encroachment Permit for driveway from the Public Works Dept.. a . �...�.�.V., d¢ Z] 25. PreAnspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ....................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ...................... 29. Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... 31: Manufactured home utility clearance............................................................... ❑ 32. Existing violations and/or expired permits......................................................... O 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 034. Other: When issued Telephone _ and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. d �� /C��� I' p Applicant: CI C' �' r-' 16-1-03 �" lo -2 AWalE�2 `Pic�Et� "p 1. Index permit application for the above items numbered Plan Check,Lette" 2 sErs aF Piss 2. Additional items required Contractor, designer, owner, was advised of the above data b❑ phone, f O mail, ❑ counter, by Date: V&/o 4 KJ" Contractor, designer, owner, wa advised of the above daka by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed b U Date: OStructural approved by: Date: Note transfer by: Date: - Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVII.LE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER N POSED BUILDING USE 14gR /-151. BUILDING PERMIT FEES Balance Due ....................... Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ II 2. SCHOOL DISTRICT FEES �o U (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 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) 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. A.P. # 0105 -ado -P7 -2/DATE R CE # DATE REC. W 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. APPLICANT�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) National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N. 0.1.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate Bws will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BMPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 'l acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: ►01��3 NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM `(One form per Building) School District Building Department No. A.P. Number Jurisdiction: City County Property Owner -I JA Property Location/Address Subdivision Lot No. Residential Development .......................... . .................................. ................................ . .... Sq. Footage No o Living Mobile Home Addition/ *Supplemental to V (Group R) Units Installation Conversion Permit # ............................................................................................. *(No foundation Inspection) % ..... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/indUstdal Q Q Sq. Footage New Addition (including Exterior Roofed Areas) S;e3 I YX ding Department Representative Date District Identification. No. kp Sa 3 School District certifies that N, (Street (Applicant) I (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing �r3 &%4> square feet. School U a by payment of $ L 5 FULL 2926 $ MMGATION $ Date Paid by Check # Remarks: Mode You may protest the Imposition at the fees klentifled above by submitting a written protest tothe District, incompliance with Government Code Section 66020(a), within 90 days from the date ton am paid. Failure to submit a timely written protest win'prohlbit you from dWWWng the lmposltlonof the ton In any court action. - N. subsequent to the School District Representative signing this .Butte County Schools Impact Fee Certification Form. the School District Is notifled by the applicable Local Planning Agency that this protect Is being rovkrA*d under the Calffornla Environmental Quality Act (CEQA� this protect maybe wjb)W to additional school fen to fully mithiste. No Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (110/03)dmrn PERMIT NO.: ' 17-04 Lake .Oroville Area "Public Ut Illity District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County.. . Date: Applicant: Applicant Address: Applicant Phone No.: Property Locations(s) A.P. No.(s): Fees due: Application for service a February 3, 2004 Laura.Thurman 6589 Jack Hill Dr. Oroville CA 95966 589-5818 6585 Jack Hill. Dr. Oroville, CA 95966. KRE Unit 4B Lot 141 069-240-037 All fees paid. New single family dwelling. PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: By: Lake Oroville Area Public Utility District release to close permit: Date: By: Date: Jam' -- E CONNCTION PERMIT APPLICATION FOR SEWER CONNECTION AND SERVICE FROM ^ . LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT hereinafter referred to as "Applicant", being the property/owner or owner's agent desiring sewer service, hereby requests Lake Oroville Area Public Utility District, herei'Raft'er referred to as "District", to connect Applicant's sewage disposal line to District's sanitary sewer system and to provide sewerage service. Location of property, b S g S �F a c w; 2t. A.P.#:_ (,(7-Q4- 03-7 Subdivision:_ -UE. rf g Lot#:, Block#: Property Annexed I El Property Not Annexed No. of E.D.U.'s this permit: ❑ Property Annexation in Progress Multiplication Factor: Kind of Service: 'Monthly Charges: 19 , )- Capacity Charge: S gG R,Residential Residence of Owner Connection Fee: -�� ❑ Rental (single family) ❑ Rental (duplex) ❑ Apartment SC -OR Facility Charge:-(2�0- ❑ Industrial El Commercial °� Total Amount Payable This Permit: ��— ®" Site plan reviewed [a Jobsite reviewedj►ti/1 The service applied for hereby shall be in accordance with the conditions hereinafter set forth and the ordinances, rules, regulations and policies adopted, or to be adopted, by the Board of Directors of District, all of which Applicant agrees to abide by and fully perform. Applicant agrees to pay for such service at rates and charges as are established by District from time to time. Signature of Applicant Name of Owner if not Applicant �0-C_k Mailing Address of Applicant Mailing Address of Owner Phone # of Applicant: 51--olCt - S g b Phone # of Owner: CONDITIONS OF ACCEPTANCE OF SEWERAGE SERVICE 1'. In accepting this application, District does not hold itself liable to Applicant for failure to perform any of the obligations imposed upon it or assumed by it under this application if such failure be caused by accident, Act of God, fire, strikes, riots, war, lack of capacity in SC -OR treatment/disposal plant or District's lines to handle the sewage or nay other cause beyond reasonable control of District. 2. Installation of the sewer service line pertinent to this application shall conform in all respects to District's specifications. 3. Applicant shall secure permit(s) as necessary from the County of Butte prior to doing any work, including encroachment permits when work is within county right of way. 4. Installation of the subject sewer line shall be at the sole cost and expense of Applicant. 5. Actual connection of the subject sewer service line to District's sewer mainline shall_beaccomplished_by.___ District staff. - - 6. All work shall be inspected and approved by District. 7. This permit is valid for one (1) year. If work is not completed within said year, permit renewal will be required, together with payment of any increase in capacity fee, connection fee and/or SC -OR Facility Charge. 8. District verification form must be issued with this permit. Payment of Fees/Charges required prior to final LAKE OROVILLE AR P.U.D'. inspection. Payment received by: Date: a 3 0 Receipt # 5 s i-7 y.L - Qkk" ❑ CASH E jQHECK # Date: O $ i� ggo6 Permit #:. r 'Monthty charge payable at the current rate at time of connection. COPY of Document Recorded 03 -Feb -2004 2004-0006183 AND WHEN RECORDED MAIL TO: Has not been compared vith BUTTE COUNTY BUILDING DIVISION original 7 COUNTY CENTER DRIVE OROVILLE. CA 95965 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: LOTS 141 RM A& 113 SHOWN cN MW cmD m MP RnTrm, -)=Y RIC , 1171 w UNIT 4a•. wm= MAP 1N1S JWMP= IN MM 0MCZ .OF mm Rmmt = or THE a xwy cr am, STATS or CAr.IiUMA, CN ta7VDMM 10, 1977, IN BOOR 58 OF MAPS, AT PAM 73, 74, 75,. 76•and 77. Date 2- PROPERTl` OWNERS: L u r,, State of California County of 6-(,-44r- On G(p,- 4r... On -5 2not before me, y1c'A)nir.-.�., f'r'•��llC. personally appeared L a (A . A -TA personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(-) whose name) is/ere subscribed to the within instrument and acknowledged to me that he/she/they executed the same in-Ms/her/t4sir authorized capacim0es), and that by his/her/their signature(-) on the instrument, the persoaW or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my h d and official seal. Signatu �Z` / Seal: JAMES HAMAR-' (INSER COMM. #1377185 NOT B�PUBl1C CA 1OFM A.P. # �— ��D-037 191WComrr� sot 28.2006 wl� I' JIM PURSELL, P.E. I' CALIFORNIA LIC. 60924 WASHINGTON LIC. 381 21 JPURSELLC@S80GLO8AL.NET Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 5 MADRONE AVE. STE. 8 OROVILLE, CA 95966 PH. (530) 533-21 31 FAx (530) 534-0902 RE: Truss Design, Thurman Residence, APN 069-240-037 Dear Sirs: 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. Sincerel , Jim sell, E. BUTTE d93 COUNT y BUILDING DIVISION ,. APPROVE®. �. Z/Z 3/�3 P• L r �4 Date Job Number Job. Name Assessor Parcel No. Analysis UBC 1997 Dead Loads Roof Comp ` 1/2" plywood Framing Insulation 1/2" GYP JIM PURSELL CIVIL ENGINEER RCE 60924 7/25/03 103-02-34 Thurman 069-240-037 Live loads 6.0 1.5 5.0 1.0 2.5 16.0 psf 16 psf 1.7 Page 1 Wall Stucco 10.0 Framing 3.5 POFE 1/2 gyp 2.5 Insulation 1.0 ' 17.0 psf c� Main Floor No 0924 Flooring 3.5 3/4" plywood 2.5 sTq c,vi� TF OF I -joists 2.5 CAl�FO Framing 2_5 11.0 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 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 Q I W / 1.4 R Ca = 0.36, I = 1, R = 5.5 /4.5 Soil Bearing:' 1500 pounds per square foot Friction = 0.25 Lateral bearing = 150 psf/ft. 3.3, S Pm� s i (� Ste.. /IYU-PIM `�f� SLL ry.t�'i� ��� � l�"NG � �RIU� �� SVF'i��•-( yq rgTi-� fL/M flb.7-050s)`F S6I = x/68 Sa.G 8�,•�� -� _ YG�� = Sig > Wall ( (Lower floor) Wind Roof: Thurmari. Page 6 Lateral Analysis I P (Coef.) Note: Walls OA O , O , & O meet minimum bracing requirements. Improtance Factor 1 = 1 0.3 70 wallCO (main floor) 14.5 1 = 231 P(25)= 0.72 Wind 0.7 . - 70 14.5 Seismic .Roof: Windward Leeward q I P Roof Weight: (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Pitch = Rise:Run Pitch Factor P(30)= 0.76 0.3 70 0.7 0 14.5 1 = 231 6 : 12 = 1.12 P(25)= 0.72 0.3 60 0.7 '70 14.5 1 = 699 q P(20)= 0.67 0.3 24 0.7 167 14.5 1 = 1206 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 6 1.12 x 1300 x 16 = 23255 0.76 0.8 0 0.5 0 14.5 Wall Weight: Wall: Windward . Leeward q I P (Area)x(Wt.(psf)) _ Wt.(Ib) .(Coef.) (Coef.x A + Coef. x A) (@75) (lbs) 314 x 17 = 5.338 P(30)= 0.76 0.8 0 0.5. 0 14.5 1 = 0 Soffit & Gable Stucco: P(25)= 0.72 0.8 45 0.5 0 14.5 1 = 376 (Area)x(Wt.(psf)) = Wt.(Ib) P(20)= 0.67 0.8 88 0.5 0 14.5 1 = 684 500 x 10 = 5000 P(15)= 0.62 0:8 0 0.5 64 14.5 1 = 288 Ca = 0.36 Total Wt.(Ib) P (Total) _ 3484 R-= 5.5 W = 33593 (wood) Base Shear Ib SIESMIC GOVERNS V = (2.5'x Ca x I x W)/(1.4 x R) _ / 3926 Wall ( (Lower floor) Wind Roof: . Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) ; P(30)= 0.76 0.3 70 0.7 0 14.5 1 = 231 P(25)= 0.72 0.3 60 0.7 . - 70 14.5 1 = 699 P(20)= 0.67 0.3 24 0.7 167 14.5 1 = 1206 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 45 0.5 0 14.5 1 = 376 P(20)= 0.67 0.8 88 0.5 0 14.5 1 = 684 P(15)= 0.62 0.8 156 0.5 . 140 14.5 1 = 1751 P (Total) = .4948 SIESMIC GOVERNS Seismic Wall. Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 517 x 17 = 8789 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 620 x 15 = 9300 Deck Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 444 x 8 = 3552 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 21'641 (wood) Base Shear (lb) V=(2.5xCaxIxM/(1.4xR)= 2529 Total Shear V = 6456 Thurman Lateral Analysis P (Total) = 1249. SIESM16 GOVERNS AIA, Z- S��► M ANY. C O Seismic Roof Weight: Pitch= Rise:Run 6 : 12 Page 7 Pitch Factor = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12x 812x 16= 14525 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 344 x 17 = 5848 Soffit & Gable Stucco: (Area)x(M.(psf)) = Wt.(Ib) 468 x 10 = 4680 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 25053 (wood) Base Shear (lb) V=(2.5xCaxl.xW)/(1.4xR)=2928 .7-7z 8 /� Improtance Factor I = 1 Wall 3O 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 70 0.7 70 14.5. 1 = 629 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 53 0.5 53 14.5 1 619 P (Total) = 1249. SIESM16 GOVERNS AIA, Z- S��► M ANY. C O Seismic Roof Weight: Pitch= Rise:Run 6 : 12 Page 7 Pitch Factor = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12x 812x 16= 14525 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 344 x 17 = 5848 Soffit & Gable Stucco: (Area)x(M.(psf)) = Wt.(Ib) 468 x 10 = 4680 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 25053 (wood) Base Shear (lb) V=(2.5xCaxl.xW)/(1.4xR)=2928 .7-7z 8 /� ,+ FACE 8 i zs, s use (MUM ;A13 �M- W �►^! 6AQNoss. `7"a joP law,-C� Wl T4s 64 A3SsQ'b /61ps A`F=-4 JJ 27 4 SLO F-Wr ING 17 .7/y', "A k) WALL-, IV/ T, S gr s u V"ALL O /f�lcvRM� � ANAL P vNT - Z? - —� = /sy -� -7 <Z 4i VIS �t -PA.NAJ-Z �3Ss yg..a-c -fit' @ GAS -TI-,uSS -X�)P F�,� 3'_ 3�, � A.��� PA.� �.L.S . COY �✓";sr�c.; ��?,�� 9::3T'oM R,a1'j9-- . NgILJ,uG 6-2 L.l✓/tiiG S �sy/ syr �CC'�) �� 5L�� �C3 Qi/'v. 79:5 /L 19 .�M P-Q&s ca�- JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 381 21 JPURSELL()SBCGLOBAL.NET January 19, 2004 Philo Hunt, P.E. .Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 5 MADRONE AVE. STE. B OROVILLE, CA 95966 PH. (530) 533-21 31 FAX (530) 534-0902 RE: Soils Retaining Wall Design, Thurman Residence, APN 069-240-037 Dear Philo: I have reviewed the soils at the Kelly Ridge building site. The passive earth design pressure of 250 psf used by Mike Mooney for retaining wall footing design is a very conservative number, in my professional opinion, considering the rocky conditions prevalent in that area of the county Thank you for your consideration. do 45o 2-,T0L N o 5, e loo, LAN r�tzED. 2� U fso s UOW Ls Q l�ubc,. 30" N fJrz�c � �o ��-`C- l,$ MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05. 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN jp7stm I I ki- �)&q WALL & FOOTING DATA 15DO LATERAL LOADS Retained Height = 7.00 ft Wall Ht. above Soil = 0.50 ft Toe Width = 1.50 ft Heel Width = 2.33 ft Total Footing Width = 3.83 ft' Footing Thickness = 12.00 in Key Depth Key 0.00 in Width 0.00 in Toe to Key Dist. = 0.00 ft SLIDING CHECK Ftg/Soil Friction = 0.35.. ft-# Soil to Neglect = 0.00 in Lateral Pressure = 960 # Passive Pressure = 125 # Friction = 788 # Add'1 Force Required = 32.0 # SUMMARY _ -5.19 psi One -Way Shear: 0 Pressure @ Toe Pressure @ Heel Allowable Press. Ecc. of resultant Max. Shear @ Toe Max. Shear @ Heel Allow. Ftg Shear Factors of Safety: Overturning Sliding Date: 08/25/03 S" O&-yc 6 �/ Page: Z/!� VERTICAL LOADS 15DO LATERAL LOADS 0.0 # Axial on Stem LL O�plf Lateral Load Acting on 0.0.0 in Axial DL. em O'plf _ Stem Above Soil = 0.00 psf ....Eccentricity = 0.00 in Add'1 Lateral Load = 0.00 pplf Surcharge over Toe = 0.0 psf Dist to Load Start = 0.00 ft Surcharge over Heel. _. 0.0 psf Dist to Load End = 0.00 ft SOIL DATAADJACENT Allowable -Bearing = 15DO FOOTING psf Vertical Load = 0.0 # Active Lateral = r 3.0.. Q pcf Load Eccentricity = 0.0.0 in .....Max Press. = Slope Press. 0.0 0.0 pcf Footing Width = pcf Ftg. CL to Wall = 0.00 0.00 . ft ft _ Backfill Slope O.CO :1 Vert. Position of Ftg. . • 0 40000 psi Passive Press. = Oopcf pcf ...Above/Below: [+/) = 0.0 ft Soil Density = Percent' Spread Footing . ? No . 0.0014 Soil Ht over Toe = 0.00 in ft-# Omit FOOTING DESIGN = 1114.2 psf Soil Press. Mult. Toe Heel 0 f'c 0 0 . 0 - 2500 psi V., = 61.5 psf By ACI Eq 9-1 = .1560 86sf, 0.33 -5.0 0.0 O.CO 0.0 • 0 40000 psi = 1500 psf Mu -Upward = 1538 227 t-# Min. As Percent' 0.0 = . 0.0014 = 6.86 in Mu -Downward = 236 1139 ft-# Omit SP Under Heel 0.00 ? No = 9.29 psi Mu -Design = 1302 -912 ft -# 0 0.0 g 1{a 0.0 0.00 _ -5.19 psi One -Way Shear: 0 0 0 fl 4 ra 16.81 15.04 in o c 1238.1 . = 85.00 psi Actual = 9.3 5.2 psi # 5 @�_i3"3iift 0 13j0 - 0.0 Allowable = 85.0 85.0 psi # 6 @ 36.97 33.08 in o/c Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 45.11 in o/c 0,q5 ;1 'd' = 8.50 9.50 in # 8 @ 48.00 48.00 in o/c i M Ru = Mu/bd"2 = 20.0 11.2 psi # 9 @ -48.00 48:00 �• in o/c SUNPIARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin of Force... # ft ft # # ft ft-# Active Soil Press. Soil over Heel Soil over Toe Sloped Soil @ Heel Adjacent Ftg. Load Surcharge Over Heel = Surcharge over Toe Axial Load on Wall = Load @ Proj . Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vertical Component of Active Pressure = 960.0 2.67 2560.0 0 0 0 0 . 0 0 1024.1 3.17 3241.3 -15.0 0.33 -5.0 0.0 O.CO 0.0 • 0 0. 0 0.0 0.00 0.0 0.0 0.00 .0.0 0.0 0.00 0.0 0 0 0 0.0 0:00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0. 0.0 0.00 0.0 0 0 0 0 U.O. 01 0.00 .0 0.0 652.8 0 1.90 1238.1 . 0 0 0 0 574.5 0 1.92 0: 1100.2 0 .0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 Totals = -945.0 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 2555.0 ft-# 2251.4 # 2251.4 # 5579.5 ft-# 5579.5 ft-# (continued on next page.... ) V4.4C1 (c) 1983-96 BNERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN jp7stm Date: 08/25/03 8" C.M.U., Solid Grout 5 (P16- Vert -Z-CL "4 (P 24" Hori z - V- 0" C.M.U., Solid Gr 5 lb 16" Vert--e� 044D 24" Horiz Page: 3/S HEEL (top) : a 5 @ " ox. � TOE (bot) 5 o.c. , R 1 - 6 fJ Y" * 4 HORIZ.-AS SHOWN t•- s' 3- 9 9! I6" V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, DI -0601576 (.....continued) STEM SDhMEY Top Stem: From 6.00 ft to Toof Wall 8.00in Masonry w/ # 5 @ 16.00in, d= 3.75in v' = 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted,'No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 5.0 <= 603.1ft-# Vactual = 0.16 <= .19.36psi Interaction Value = 0.008 Second Stem From 4.00ft to 6.00ft 8.00in Masonry w/ # 5 @ 16.00in, d= 3.75in f,m= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 135.0 <= 603.1ft-# Vactual = 1.48 <= .19.36psi Interaction Value = 0.224 Third Stem From 2.1 Oft to 4.00ft 8.00in Masonry w/ # 5 @ 16.00in,' d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf; Bar Embed= 15.8in Mactual = 588.2 <= 603.1ft-# Vactual = 3.95 <= 19.36psi Interaction Value = 0.975. Fourth Stem From 2.00ft to 2.10ft 12.00in Masonry w/ # 5 @ 16.00in, d= 9.00in f1m= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 118.00psf, Bar Embed= 12.01n Mactual = 625.0 <= 2563.Oft-# Vactual = 2.69 <= 19.36psi Interaction Value = 0.244 Bottom Stem From O.00ft to 2.00ft 12.00in Masonry w/ # 5 @ 16.00in, d= 9.00in f'm= 1500.Opsi, Fs= 22000.Opsi �r LDF= 1.00, n= 25.78 . Solid Grouted„No Spec. Insp �ltYr.t hall Wt.= 118.00psf; Bar Embed= 6.Oin n Mactual = 1715.0 <= 2563.Oft-# Vactual = 5.28 <= 19.36psi Interaction Value = 0.669 Date: 08/25/03 8" C.M.U., Solid Grout 5 (P16- Vert -Z-CL "4 (P 24" Hori z - V- 0" C.M.U., Solid Gr 5 lb 16" Vert--e� 044D 24" Horiz Page: 3/S HEEL (top) : a 5 @ " ox. � TOE (bot) 5 o.c. , R 1 - 6 fJ Y" * 4 HORIZ.-AS SHOWN t•- s' 3- 9 9! I6" V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, DI -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05, 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 08/26/03 CANTILEVERED RETAINING WALL DESIGN �t co 1 Re,�ua.Q.Qriv 0 WS�qJ Page: WALL & FOOTING DATA .� 12.00 in 1.75 ft Allowable Bearing VERTICAL LOADS ADJACENT MING psf,"'Vertical Load = SLIDING CHECK LATERAL LOADS Active Lateral = 30.0 Retained Height = 7.00 ft Axial DL on Stem = 170 plf Lateral Load Acting on 0.00 in .....Slope Press. Wall Ht. above Soil = 0.50 ft Axial DL on Stem = 620 plf Stem Above Soil 0.00 psf Toe Width = 2.00 ft ....Eccentricity = 7.25 in Add'1 Lateral Load = 0.00 pplf Heel Width = 2.75 ft Surcharge over Toe = 0.0 psf Dist to Load Start = 0.00 ft Total Footing Width = 4.75 ft Surcharge over Heel = 0.0 psf Dist to Load End = 0.00 ft Footing Thickness = 12.00 in Allowable = 85.0 85.0 psi # 6 @ Key Depth = " 12.00 in 3.50 2.50 in # 7 @ 48.00 Key Wi th = Toe to Key Dist. = .� 12.00 in 1.75 ft Allowable Bearing SOIL DATA. = 1500 ADJACENT MING psf,"'Vertical Load = SLIDING CHECK 0 Active Lateral = 30.0 pcf Load Eccentricity = Ftg/Soil Friction = 0.30 .....Max Press. = 0.0 pcf Footing Width = Soil to Neglect = 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = Lateral Pressure = 960 # Backfill Slope = ert. Position of Ftg. Passive Pressure _ 500 # Passive Press. S 25..Above/Below: [+/-] _ �DpcSpread Friction = 947 # Soil Density = Footing ? Add' 1 Force Required = 0.0 # Soil Ht over Toe = 0.00 in SUMMARY -4.34 psi One -Way Shear: 0 FOOTING DESIGN Pressure @ Toe Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel = Allow. Ftg Shear = Factors of Safety: Overturning = Sliding . _ Origin of Force... Active Soil Press. _ Soil over Heel = Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vertical Component of Active Pressure = Totals = 1124.9 psf Soil Press. Mult. Toe Heel 0 f'c 0 0 465.6 psf By ACI Eq 9-1 = 1630 675 ppsf 0.33 -5.0 0.0 1500 psf Mu -Upward = 2992 1213 ft-# Min. As Percent 3.94 in Mu -Downward = 420 1972 ft-# Omit SP Under Heel 16.34 psi Mu -Design = 2572 -159 ft-# 0.00 0.0 Toe -4.34 psi One -Way Shear: 0 0 103 # 4 @ . 16.81 85.00 psi Actual = 16.3 4.3 psi # 5 @ 26.05 0 Allowable = 85.0 85.0 psi # 6 @ 36.97 3.61 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 1.51 :1 'd' 8.50 9.50 in # 8 @ 48.00 Ru = Mu/bd"2 = 39.6 9.3 psi # 9 @ 48.00 SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments - # ft ft-# # ft Heel - 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c. 48.00 in o/c ft-# 960.0 2.67 2560.0 0. 0 0 0 0 0. 1347.5 3.88 5221.6 -15.0 0.33 -5.0 0.0 0.00 0.0 6 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 103 170.0 2.50 425.0 0.0 0.00 0.0 0 0 0 0 0 : 0 171.5 2.46 1912.5 0.0 0.00 0.0 0 0 0 0 0 0 712.5 2.38 1692.2 0 0 0 150.0 2:25 337.5 0 0 0 0.0 . 0.00 0.0 945.0 # 2657.7 ft-# 3157.54 Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 3157.5 9588.7 ft-# 9588.7 ft-# 0.0 # 0:00 in 0.00 ft 0.00 ft 0.0 ft NO 2500 psi 40000 psi 0.0014 NO (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 . 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 08/26/03 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SDMMUY Top Stem: From 7.00 ft to Top of Wall 8.00in Masonry w/ # 5 @ 16.00in, d= 3.75in flm= 1500.Opsi, Fs= 24000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp: Wall Wt.= 75.00psf, Bar Embed= 12.8in Mactual = 411.3 <= 603.1ft-# Vactual = 0.00.<= 19.36psi Interaction Value = 0.852 Second Stem From 5.00ft to 7.00ft 8.00in Masonry w/ # 5. @ 16.00in, d= 3.75in f, m= 1500..Opsi, Fs= 24000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed=_ 13.9in Mactual = 517.3 <= 603.1ft-# Vactual ' = 0.66 <= 19:36psi Interaction Value = 0.930 Third Stem From 2.70ft to 5:00ft 12.00in Mases w/ # 5 @ 16.00in, d= 5.75in f'm= 1500.Opsi, Fs= 24000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wali Wt.= 118.00psf, Bar Embed= 15.Oin Mactual = 874.8 <= 1229.9ft-# Vactual = 1.99 <= 19:36psi' Interaction Value = 0.776 Fourth Stem From 2.00ft to 2.70ft 12.00in Masonry w/ # 5 @.16.00in, d= 9.00in flm= 1500.Opsi, Fs= 24000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 118.00psf, Bar Embed= 12.Oin Mactual = 1102.3 <= 2563.Oft-# Vactual = 2.69 <= 19.36psi Interaction Value = 0.499 Bottom Stem From O.00ft to 2.00ft 12.00in Masonry w/ # 5 @ 16.00in, d= 9.00in flm= 1500.Opsi, Fs= 24000.Opsi LDF= 1.00, n= 25.78 : Solid Grouted„No Spec. Inspp. Wall Wt.= 118.00psf, Bar Embed= 6.1in Mactual = 2192.3 <= 2563.Oft-# Vactual = 5.28 <= 19.36psi Interaction Value = 0.938 I f;0 t fze, � ' Ui 01- 8" C.M.U.'Solid Grout ¢ 5 C� 16" Vert C CL �4 Q 24" Hori2 -� 1'- 0" C.M.U., Solid Grout a 5 e 16•• VertlSL-�� a4 (9 24" Horiz V- 0" C.M.U., Solid Gr s 5 P 16" Ver��GG{� -4@124 Horiz HEEL (lop) : 5 a " o. c. TOE (but) : 5 F " o. c. P 4 HORIZ. AS SHOWN Page: ,r= (V v !� M .I I 4x - V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 41"r o 7s. S M o- 9- V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 rj 6 Vh P A -L -r[ �A-L- 0- Zai AC I I ?�� No 4- Lp IL�� I IC lOQA-AN Tb OM LicR-r lwler-r� IJ l til C=. 6LS A. -L. MICHAEL MOONEY CIVIL ENGINEER R'CE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 08/25/03 Page: CANTILEVERED RETAINING WALL DESIGN 3P5m �. WALL k FOOTING DATA VERTICAL LOADS LATERAL LOADS Retained Height = 5.00 ft Axial DL on Stem = 0 plf Lateral Load Acting on Wall Ht. above Soil = 0.50 ft Axial DL on Stem = 0 plf Stem Above: Soil = 0.00 psf Toe Width = 1:25 ft ....Eccentricity. = 0.00 in Add'1 Lateral Load = 0.00 pplf Heel Width = 2.25 ft Surcharge over Toe = 0.0 psf ' Dist to Load Start = 0.00 ft Total Footing Width = 3.50 ft Surcharge over Heel = 0.0 psf Dist to Load End = 0.00 ft Footing Thickness = 12.00 in Key Depth = 0.00 in Key Width = 0.00 in SOIL DATA ADJACENT FOOTING Toe to Key Dist. = 0.00 ft Allowable Bearing = 1500 psf Vertical Load _ 0.0 # SLIDING CHECK Active Lateral . = 30.0 pcf Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.35 .....Max Press. = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect = 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall =. 0.00 ft Lateral Pressure = 540 # . Backfill Slope 0.0 :1 Vert. Position of Ftg. Passive Pressure = 125 # Passive Press. = 250.0 pcf ...Above/Below: [+/ ] = 0.0 ft - Friction = 633 # Soil Density = 110.0 pcf Spread Footing ? No Add' 1 Force Required = 0:0 # Soil Ht over Toe = 0.00 in SUMMARY i FOOTING DESIGN Pressure W Toe = 668.1 psf Soil Press. Mult. Toe Heel f'c = 2500 psi Pressure M Heel = 365.2 psf By ACI Bq 9-1 = 935 511 sf . FX = 40000 psi Allowable Press. = 1500 psf Mu -Upward = 691 721 t-# Min. As Percent = 0.0014 Bcc. of resultant = 2.05 in Mu -Downward = 164 1228 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 3.68 psi Mu -Design = 527 -507 ft-# Toe Heel Max. Shear @ Heel - _ -2.92 psi One -Way Shear: # 4 @ 16.81 15.04 in o/c Allow. Ft Shear = 85.00 psi Actual = 3.7 2.9 psi # 5 @ 26.05 23.31 in o/c Factors of Safety: Allowable = 85.0 85.0 psi # 6 @ 36.97 33.08 in o/c Overturning = 3.66 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48:00 45.11 in o/c Sliding 1.40 :1 V / = 8.50 9.50 in # 8 @ 48.00 48.00 in o/c Ru = Mu/bd"2 = 8.1 6.2 psi # 9 @ 48:00 48.00 in o/c SUMMARY OF FORCES a MOMENTS Overturning Moments Resisting Moments Origin of Force... # ft ft-# # ft ft.-# Active Soil Press. = 540.0 2.00 1080.0 .0 0 0 Soil over Heel = 0 0 0 870.8 2.71 2358.5 Soil over Toe = -15.0 0.33 -5.0 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 4 : 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 0:0 0.00 0.0 Load @ Proj . Wall = 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 412.5 1.58 653.1 Added Lateral Load = 0.0 0.00 0.0 0 0 0 . Footing Weight = 0 0 0 525.0 1.75 918.7 Key Weight = 0 0 0 0.0 0.00 0.0 Vertical Component of Active Pressure = 0 0 0 0.0 0.00 0.0 Totals = 525.0 # 1075.0 ft-# 1808.3 # 3930.4 ft-# Resisting Totals Used For Soil Pressure 1808.3 # 3930.4 ft-# (Vert. Component of Active Pressure Removed) (continued on next page... V4.4C1 (c) 1983-96 MCALC MICHAEL MOONEY, KW -06015 MICHAEL MOONEY CIVIL ENGINEER RbE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA..95966 530-533-2131 Date: 08/25/03 CANTILEVERED RETAINING WALL DESIGN ]P5m (.....continued) STEM SMY Top Stem: From 5.00 ft to Top of Wall 8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.0in Mactual = 0.0 <= 521.2ft-# Vactual = 0.00 <= 19.36psi Interaction Value = 0.000 Second Stem From 3.00ft to 5.00ft 8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, .Bar Embed= 12.Oin Mactual = 40.0 <= 521.2ft-# Vactual = 0.66 <= 19.36psi Interaction Value = 0.077 Third Stem From 1.34ft to 3.00ft 8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 245.1 <= 521.2ft-# Vactual = . 2.20 <= 19.36 si .Interaction Value = 0.47 . Fourth Stem From 1.33ft to 1.34ft 8.00in Masonry w/ # 4 @ 16.00in, d= 5.25in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 247.2 <= 905.4ft-# Vactual = 2.22 <= 19.36psi Interaction Value = 0.273 Bottom Stem From O.00ft to 1.33ft 8.00in Masonry w/ # 4 @ 16.00in, d= 5.25in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 6.Oin Mactual = 625.0 <= 905.4ft-# Vactual = 4.11 <= 19.36psi Interaction Value = 0.690 8" C.M.U., Solid Grout 4 @ 16" Vert 0 CL A4 @ 24" Mori 8" C.M.U.; S r 416" *4 4b 24" Hori Page: S HEEL (top) : a 5 0 " o.c. TOE (bot) : S So " o.c. a 4 HORIZ. AS SHOWN ri V4.4C1 (c) 1983-96 ENERCALC MICEAEL MOONEY, RW -06015 a ti ri V4.4C1 (c) 1983-96 ENERCALC MICEAEL MOONEY, RW -06015 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE • OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN jp5m WALL & FOOTING DATA Retained Height = Wall Ht. above Soil Toe Width = Heel Width = Total Footing Width = Footing Thickness = _ Key Depth = Key Width = Toe to Key Dist. _ SLIDIW CHECK - Ftg/Soil Friction = Soil to Neglect = Lateral Pressure = Passive Pressure Friction . _ Add'1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe Max. Shear @ Heel = Allow. Ftg Shear = Factors of Safety: Overturning = Sliding = Origin of Force... Active Soil Press. - Soil over Heel Soil over Toe. Sloped Soil @ Heel Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vertical Component of Active Pressure = 5.00 ft 0.50 ft 1.25 ft 2.25 ft 3.50 ft 12.00 in 0.00 in 0.00 in 0.00 ft 0.35 0.00 in 540 #. 125 # 668 # 0.0 # Date: 08/25/03 Page: 415. VERTICAL LOADS psf LATERAL LOADS Toe 140.5 Axial DL on Stem = By ACI Eq 9-1 = 1923 Lateral Load Acting on psf Mu -Upward = Axial DL on Stem = qtopsf in Stem Above Soil = 0.00 psf ....Eccentricity = Mu -Design = 1179 Add'1 Lateral Load = 0.00 if Surcharge over Toe = 85.00 psi Dist to Load Start = 0.00 t Surcharge over Heel = 0.0 psf Dist to Load End = 0.00 ft Allowable Bearing Active Lateral .....Max Press. Slope Press. Backfill Slope Passive Press. Soil Density Soil Ht over Toe SOIL DATA 1305.1 psf Soil Press. Mult. Toe 140.5 psf By ACI Eq 9-1 = 1923 1500 psf Mu -Upward = 1343 5.64 in Mu -Downward = 164 8.39 psi Mu -Design = 1179 -2.66 psi One -Way Shear: 0.0 85.00 psi Actual = 8.4 0.00 0.0 Allowable = 85.0 3.46 :1 Cover over Rebar = 3.50 1.47:1 0.00 'd' = 8.50 0.00 0.0 Ru = Mu/bd"2 = 18.1 103 170.0 SUMMARY OF FORCES & MOMENTS 0.0 0.00 0.0 Overturning Moments 0 # 0 ft ft-# ADJACENT FOOTIN 1500 psf Vertical Load = 0.0 # 30.0 pcf Load Eccentricity = 0.00 in 0.0 pcf Footing Width = 0.00 ft 0.0 pcf Ftg. CL to Wall = 0.00 ft 0.0 :1 Vert. Position of Ftg. 250.0 pcf ...Above/Below: [+/-] = 0.0 ft 110.0 pcf Spread Footing. ? No 0.00 in MING DESIGN Heel f'c = 2500 psi 207 ppsf FX = 40000 psi 321 ft-# Min. As Percent = 0.0014 766 ft-# Omit SP Under Heel ? No -444 ft-# Toe Heel # 4 @ 16.81 15.04 in o/c 2.7 psi # 5 @ 26.05 23.31 in o/c 85.0 psi # 6 @ 36.97 33.08 in o/c 2.50 in # 7 @ 48.00 45.11 in o/c 9.50 in # 8 @ 48.00 48.00 in o/c 5.5 psi . # 9 @ 48.00 48.00 in o/c Resisting Moments # ft ft-# 540.0 2.00 1080.0 . 0 0 0 0 0 0 687.5 2.88 1976.6 -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 103 170.0 1.75 297.5 0.0 0.00 0.0 0 0 0 0 0 0 527.3 1.68 887.4 0.0 0.00 0.0 0 0 0 0 0 0 525.0 1.75 918.7 0 0 0 0.0 0.00 0.0 0 0 . 0 0.0 0.00 0.0 Totals 525.0 # 1177.7 ft-# 1909.8 # Resisting Totals Used For Soil Pressure 1909.8 # (Vert. Component of Active Pressure Removed) 4080.2 ft -#- 4080.2 ft-# (continued on next page.. V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -06015 MICHAEL MOONEY CIVIL ENGINEER OCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN ]P5m (.....continued) STEM SOMMARY Top Stem: From 4.00 ft to Topp of Wall 8.00in Masonry w/ # 5 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.0psi LDF= 1.00, n= 25.18 Solid Grouted,'No Spec. Insp. Wall Wt.= 75.00psf, Bar Bmbed= 13.Oin Mactual = 482.3 <= 603.1ft-# Vactual = 0.16 <= 19.36psi Interaction Value = 0.866 Second Ste From 3.00ft to 4.00ft 8.00in Masonry w/ # 5 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Bmbed= 13.9in Mactual = 517.3 <= 603.1ft-# Vactual = 0.66 <= 19.36psi. Interaction Value = 0.930 Third Stem From 2.67ft to 3.00ft 8.00in Masonry w/ # 5 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar fled= 14.5in Mactual = 540.5 <= 603.lft-# Vactual = 0.89 <= 19.36psi Interaction Value = 0.970 Fourth Stem From 2.66ft to 2.67ft 12.00in Masonry w/ # 5 @ 16.00in, d= 9.00in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n=.25.78- Solid =.25.18Solid Grouted jo Spec. Inspp. Wall Wt.= 118r00psf, Bar Bmbed= 12.0in Mactual = 541.4 <= 2563.Oft-# Vactual = 0.59 <= 19.36si Interaction Value = 0.25 Bottom Ste From O.00ft to 2.66ft 12.00in Masonry w/ # 5 @ 16.00in, d= 9.00in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 118.00psf, Bar Embed= 6.Oin Mactual = 1102.3 <= 2563.Oft-# Vactual = 2.69 <= 19.36psi Interaction Value = 0.494 V4.4C1 1983-96 &N1;RCUC 8" C.M.U., Solid Grout • 5 (P 16" Vert (P CL + 40 24" Hori2, 1'- 0" C.M.U., 5tb16" Ver �4d'24"Horiz Date: 08/25/03 Page: S1 S HEEL (top) : a 5 " o.c. TOE (bot) : r 5 e " o.c. O 4 HORI2. AS SHOVrN A M MOONBY, RW -0601! r. PLAN REVIEW RESPONSE FORM Zn,order to expedite the review of your plans, please complete the following information and return this form with your re -submittal 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 va response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the planVcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE L� (J� / A:), I ASSESSORS PARCEL NUMBER PERMIT NUMBER MM.)rvvior. r VR rNUV {ri'7C{iR LC I I CR UA I CU: PLAN CHECK ITEM # 3 ,C�o� SYRc G. PLAN CHECK ITEM.# �;� �� . RESPONSE BY: J /M P,z , P. � . LOCATION ON. PLANS/CALLS: QFE S'°N l PO O �P• S, COMMENTS:' Y Ij S v J 1J 0 609 AT ST coo\- - PLAN CHECK ITEM # RESPONSE BY:LOCATION J / ✓Yj ON PLANS/CALCS: r ' COMMENTS:�,Ja LLS f2�'14 e, ) v:k ' < PLAN CHECK ITEM # 3 ,C�o� SYRc G. RESPONSE BY. JIM LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: �S COMMENTS: p 7'/✓ %�V 5 X. NOW PIS—P-%:S 78 r = RRtc1L LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # /J lJOA-) - SI'A4�)C.. RESPONSE BY. p p Jft-'t LOCATION ON PLANS/CALCS: COMMENTS: s&� �'%' Izi,l;C'�'fylCS�1 R(� PLAN CHECK ITEM # ( RESPONSE BY. PLAN CHECK ITEM # ( RESPONSE BY. LOCATION ON PLANS/CALCS: J1A, COMMENTS: cAttrn� >- coN,u�c -Mn, ESE. A,t� SuP �I�Lvc js �p ti Cr-rr.�.CbRli � ng ATr't:. TT-/nA) RESPONSE FOR PLAN CHECK LETTEROATEO: �Z Z PtAN-CRECK ITEM N RESPONSE BY: p Sr L v L Jlh COMMENTS: ��f 1��'T � 7 /?� ►� rcv� 1� n c-5 N-- I - PLAN CHECK ITEM N �l.T•1'R • vCT-vJkgZ,, - . COMMENTS: Dml PLAN CHECK ITEM 0 c RESPONSE BY: -�0 RrJsc RESPONSE BY: C01.1MENTS: Foo1'✓l,ij Ul-�0� Si .� g �'�'��a� i^%�u ,46arp /,Ur -0a rv-4A,FFI LOCATION ON PLANS/C! LOCATION ON PLANS/CALCS: R c: -Ss LOCATION ON PLANS%CALCS: k-,)il�1-�S r C! f- r PLAN CHECK ITEM 4 . � RESPONSE BY: ' LOCATION ON PLANS/CALCS: s7-A,oc---u.ZP-I_ Jim P��s SQL, �' �., . .�,�-s _ y. COMMENTS: Sts tM`rAfC S B r FF.c>tA kccf- 7'b M,ANv fl�ti 77'"" @ �� i�JA ti: rhr 3 FC'fL F1'-- AIA' Pl���-yo Gc��✓Qp. FL.� Sis�4 WgLLS . PLAN CHEEK REM RESPONSE BY: LOCATION ON PLANS/CALCS: EL_ COMMENTS: Jq P1 -r7 C57' :� C' bs-?.,6,.li.Y 1. '26.. lir FST rLAN CHECK ITEM # lCCUMENTS L��-s/G NS • �� RESPONSE BY: PLE-4,S>- r t4t� LSY T>1�p�)Gti M-�c i� PA�IV� LOCATION ON PLANS/CALCS: ?I-k'i CHECK ITEM 9 RESPONSE BY: LOCATION OV PLANSlCALCS: C.W.ENTS: £. Dec 30 03 08:30a December 24, 2003 Laura Thurman 6589 Jack Hill Drive Oroville, CA 95966 P. 1 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (536) 538-2140 FAX Assessor Parcel Number: 069-240-037 Building Permit Number: 03-3093 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: I . The garage door into the house may not swing over the stair landing. Please reverse the swing or eliminate the door. 2. You do not have adequate natural light and ventilation in the dining room. Eliminate the wall between the living room and dining room altogether or provide openable skylights in the dining room. 3. The east side of the house still does not comply with SRA requirements. When any portion of a wall is less than 15 feet from the property line, the entire wall line must comply, even if the distance to the property line increases as the property widens. You still have more than 105 square feet of wall area in windows. 4. Please show both AC units on the plans. STRUCTURAL COMB ENTS: I . Please have your engineer. or the truss company address note 5 on truss A1, notes 6 and 7 on trusses A2 and A3, note 10 on truss A4, note 8 on truss E1, note 6 on truss E2, and any other such notes that I may have missed. 2. Please revise detail E4 to provide a two story footing. 3. Cripple wall studs must be at least the size of the studs above and must be braced per the code. (See 2001 CBC Section 2320.11.5) Please revise the plans. 4. The B'1 trusses are three-point bearing trusses and bear on 6' of wall between the kitchen and master bedroom. Please provide calculations for the floor joists in the game room that support this roof and wall load. 5. Please provide a second floor framing plan. Be sure to include framing around the stairs and the deck outside of the master bedroom. 6. Provide a shear transfer detail of the roof diaphragm connection to the shear walls along line C at the kitchen and master bedroom and key to the roof framing plan. 1 of 2 Dee 30 03 11:32a Q r� Retaining walls must be designed to resist sliding by at least 1.5 times the lateral force per CBC 1611.6. Please revise the retaining wall design calculations for the 5' and 7' tall walls to provide adequate sliding resistance. The garage slab may be used to resist sliding if supporting calculations are provided and the slab is reinforced in accordance with CBC 1907.12.2. Please revise the retaining wall design calculations to use 200 psf/ft maximum passive lateral bearing pressure or provide a soil analysis in accordance with CBC 1804 to justify the higher value. The calculations provided use 250 psf/ft. 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 Linda. 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. 1 Lin a Simpson Plans Examiner cc. Jim Pursell, P.E. Qilo Hunt, P. . Plan Check Engineer 2 of 2 1. P p.2 PLAN iZEVISION Please complete the following information in order to process your submittal. If this form is not. complete, cone and legible. it may cause a delay in processing. Owner's Name: , QCLL2 TAQ1'M,4h Received By:]P- Date: A.P. R: QlO9^ 2/1 a 6 3 t? Permit': � � " �� �� —Time:/ -a ContactPhoneNurn6r. Purpose of submittal: ❑ Permit Application Data Item y ❑ Eagineed n em —JO CA ❑ Plan Revision 2, ❑ Requested by Building Inspector or CorrectionNotice - Inspector's Name: Requested ByPlaa's Examiner- Examinees Name: � ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pla review. If engineering is involved in this revision, the engineer must put his requirements on these drawings as stamp and sign.the drawings. Fnclude two_(2) sets of wet signed engineering. Revised d -yAngs roust clearly shop When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call ❑ Deliver with neat inspection. and hold for pickup at the ❑ Chico Office ❑ OrovWe Office Revised Plan Check Fee: ❑ S46.00 Receipt 1: ❑ Additional Fees Not Requirec Additional fees may be due based upon complexity and time involved to process this submittal Additional Fees: Receipt h o � T 7' 0 RESIDENTIAL PLAN ` REVIEW GUE O ID,� O o t~fir _ .-." o SINGLE FAMILY, DUPLEXAND COu x�r MISCELLANEOUS ONLY /��/� Building Permit Number: Ovvrer. � ' / Plans Examiner-: ,Li/tdGl ., 5im)oon /0 A. P. Number: %il� �/ -� `�� 7 GENERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application txistin; violations on the property. Recorded notice of violation. Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements. etc. Other buildings or structures. Grading, fills andior drainage. Flood hazard Special conditions on Parcel Map: Noise ❑ SR.a ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utiLides 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). 104'0 of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The miaimtrm net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When vvindo« 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). Skylights (Uniform Building Code section 2409 & 2603.7). ja lazing in Hazardous locations (Uniform Building Code section 2406). abitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this ction. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet easured to the lowest_ oroiection from the ceiling (Uniform Building Code section 310.6.1 ll habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 &et in y dimension (Uniform Building Code section 310.6.2 & 310.6.3). FC1 in baths. garage, kitchen. wet bar, and exterior receptacles (NEC 210). ater heaters vv hick depend on the combustion of fuel shall not be installed in a room used or designed to be sed for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening bw abath r bedroom (uniform Plumbing Code section 509.0). uel bunting equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom. or in room compartment or alcove opening directly into any of these (Uniform Mechanical Code sxdM 30.4 Garage fire%vall separation - required on garage side including supporting walls and posts (Unh'btm g Code se -.tion 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 312.4). Wood stove location - Alcove — Ulv1C section 205 confined space & 223 unconfined space tit 304.2). Smok.- detectors (Uniform Building Code section 310.9.1). Page 1 of 2 _S%Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). Bing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support aU loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feu 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 fat on anter in both the longitudinal and transverse directions (UBC section 2320.4.1_) Braced wall 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 comply with the Uniform Building Code. This must include the designees "weC stamp, signattur, 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. Foundation plants complete enough to construct building (Uniform Building Code Table 184-C). Floor construction details complete enough to construct building. Elevations and wall construction details compleu enough to construct building �7- Roof construction details complete enough to construct building. ,-�- Fu+cplace consuvction details and calculations if necessary. .A! Garage door header size(s): . Porch header size(s). - -pical header size(s). ! Stud heights. . High expansive soil - special foundation design required. f4. Retaining walls requiring design Cr)*= wallboard nailing inspection required. If the area 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 prodded 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 shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other serice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. hMCELLANTOUS ITEMS: Stairway details - landings, rise and run head clearance, handrails (Uniform Build ing Code section 1003). Guardrails (Uniform Building Code section 509). Bride or stone veneer (Uniform Building Code section 1403). Dderior piaster- weep screeds (Uniform Building Code section 2506.5). - Roof pitch for roof covering (Uniform Building Code Table 15 -B -I & 2, 15-D-1 & 2). Foam insulation - protection. 36" halls and stairways (Uniform Building Code section 10Q4.3.3.2). 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. 1 F.ner� design compliance and supposing documentation. F responsible area requirements. ING PERMIT REQUIREMENTS: 1. ❑ Sly,. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. Pace = f- ,&� T rE' ° ' RESIDENTIAL PLAN ° ` REVIEW GUIDE ° c c SINGLE FAMILY, DUPLEXAND U x,�.i MISCELLANEOUS ONLY Owner. Building Permit Number: Plans Examiner: L�adA 5077 P60 A. P. Number: GENERAL: I oning requirements - (number of permitted living units). ans signed by the designer. roper description of work on the application. xisting violations on the property. ecorded notice of violation. uilding permit valuation. T PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills andlor drainage. Flood hazard Special conditions o arcel Map: Noise Cj- SZ l Fire Sprinkers Water Tender ❑ Traffic and Drainage fes (3Federal aid Roue art�r Federal Aid Sec oute setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`:(006)�� Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3 Z. 10°'a of nate al light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable arra of 5.7 square feet The miaimmn net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". When vvutdovv s 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). .t Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise pesmitted in this section. Kitchens, halls, bathrooms and toilet eompartaterts may have a ailing height of not less than 7 fleet measured to the lowestyroiection from the ceiling (Uniform Building Code section 310.6.1 7 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less thaw 7 fed is any dimension (Uniform Building Code section 310.6.2 dt 310.6.3). 3 GFC1 in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9 Water heaters vv hick 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 info a bath or bedroom (t;nifonZn Plumbing Code section 509.0). 11) Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom. or is a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code secdon3043). 11 Garage firevvull separation - required on garage side including supporting walls and posts (Undbrm 8 Code section 302.4 exception #3). 12 U, rider no circumstances shall a private garage have any opening into a room used for sleeping purposes (U nifor;n Building Code section 312.0. 13 Wood stove location - Alcove - Ulv1C section 205 confined space & 223 unconfined space dt 304.2). 11 Smok.- detectors (Uniform Building Code section 310.9.1). Pagel of 2 13. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shmrr compartment minimum 1024 sq. in 8 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 RU loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Broad 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 that 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 Rall lines most be continuous throughout the structure. - 2. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designees `wet" stamp, sigaatIM registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 184-C). 5. Floor construction. details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. 8. Fireplace construction details and calculations if necessary. 9. Garage door header size(s).- 10. ize(s):10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining walls requiring design 15. G)7�sum wallboard nailing inspection required. 16. If the area below the lowest floor is full• 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 mors than one foot abo,-e 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 shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall g designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. ?MCELLATTOUS ITEMS: 1. Staimay details - landings, rise and rum head clearance, handrails (Uniform Building Code section 1003). 2. • Guardrails (Uniform Building Code section 509). 3. Bride or stone veneer (Uniform Building Code section 1403). 4. Eaderior 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 stairways (Uniform Building Code section 106.4.3.3.2). S. Taro exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinliers require& 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing.lener. P2ce -- . f ' SITE PLAN REVIEW APPLICATION Date: 1 D —1— D Z AP# O L 9- 2 q O-n-� 7 Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: 6s F3 9 _JA U< H i LL 1:5 2 _ 0 R.o V 1 L L 6 GA (o Telephone No.: Situs Address: Proposed Use: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) N Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval is Site Plan Stamped Approved By Date 10-10-- ' Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: D C- Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the Califomia Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ (Trading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 2T - Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 5 p d - t_ Side 3� Side Street Rear J 6 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 R d Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Q Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: El No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to:. ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: �—' C Ltl 121 D Cie CST _$ L _ Map Date of Recording: > > _ 1 © - -) Lot: ) 4 ❑ Use Permit/Minor Use Permit Permit Number: Book: S 8 Date of Approval: Page: 7 -) Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached -M None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean,Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. X 0 Page 4of5 t. NN fir �. � � �••::X �, ,..mit-"" „o. C �?: Al�'�� �1;� :: . � , .oma,, y�: • Dir X89.� � . �, �� .,� ��• . 1 . f Ig 7-4 —41 .. WIFA U, K Nil VS LA 'O e I. ,chi - .� -� � rr• f� , ' . �9 :14•7 i, • ' 44. Vi '. 6 , • 47 r P AIN KL` V LW [E3rUN3E r "JAIV1 In order to expedite ite the review of our plans, lease complete die following informaton and retun Us form «ithyour re -submittal. [1 thtrform 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 rj 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 informatiori can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAI Di np,c OWNERS NAME DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER 03' 3vg3• RESPONSE FOR PLAN CHECK LETTER DATED' PLAN CHECK ITEM # RESPONSE BY: J/t�s.Zz, P. . LOCATION ON PLANS/CALCS: COMt,'ENTS: ' BVI S �O CzA PLAN CHECK ITEM # RESPONSE BY: 01M LOCATION ON PLANS/CALCS: COMMENTS: 7 l,. November 6, 2003 Laura Thurman 6589 Jack Hill Dr. 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: 069-240-037 Building Permit Number: 03-3093 Thank you for submitting the plans for your building project. The plans.have NOT been reviewed, pending the items listed below. Your complete and clear response will expedite the re -check and approval of this project. 1. The building must comply with the CDF requirements enclosed according to the distance from the property lines. Please show compliance methods. 2. The kitchen must be completely removed from the downstairs. You are allowed 10 square feet of counter space, which includes a 15"x 15" bar sink. A 5 Cu. foot refrigerator is allowed. Please revise the plans so that the kitchen is eliminated. 3. Please label all rooms on the plans. 4. I am including. tile school district fee form which reflects the correct square footage of the house. If you wish to discuss any of these requirements, please calf (530) 538-7541 between the hours of 1:00 p.'n. and,4:00 p.m., Monday through Friday. To discuss noel -structural items, ask for Linda. 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. Linda Simpson Plans Examiner 1 of 1 December 24, 2003 Laura Thurman 6589 Jack Hill Drive 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: 069-240-037 Building Permit Number: 03-3093 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: The garage door into the house may not swing over the stair landing. Please reverse the wing or eliminate the door. .VeYou do not have adequate natural light and ventilation in the dining room. Eliminate the wall between the living room and dining room altogether or provide openable skylights in the ming room. The east side of the house still does not comply with SRA requirements. When any portion of a wall is less than 15 feet from the property line, the entire wall line must comply, even if the distance to the property line increases as the property widens. You still have more than 105 square feet of wall area in windows. Please show both AC units on the plans. STRUCTURAL COMMENTS: 1. Please have your engineer or the truss company address note 5 on truss Al, notes 6 and 7 on trusses A2 and A3, note 10 on truss A4, note 8 on truss E1, note 6 on truss E2, and any other uch notes that i may have missed. :lease revise detail E4 to provide a two story footing. Cripple wall studs must be at least the size of the studs above and must be braced per the /code. (See 2001 CBC Section 2320.11.5) Please revise the plans. 4 The B 1 trusses are three-point bearing trusses and bear on 6' of wall between the kitchen and aster bedroom. Please provide calculations for the floor joists in the game room that support this roof and wall load. . Pl se provide a second floor framing plan. Be sure to include framing around the stairs and e deck outside of the master bedroom. Provide a shear transfer detail of the roof diaphragm connection to the shear walls along line C at the kitchen and master bedroom and key to the roof framing plan. 1 of 2 Retaining walls must be designed to resist sliding by at least 1.5 times the lateral force per CBC 1611.6. Please revise the retaining wall design calculations for the 5' and 7' tall walls to provide adequate sliding resistance. The garage slab may be used to resist sliding if upporting calculations are provided and the slab is reinforced in accordance with CBC 1907.12.2. Please revise the retaining wall design calculations to use 200 psf/ft maximum passive lateral bearing pressure or provide a soil analysis in accordance with CBC 1804 to justify the higher value. The calculations provided use 250 psf/ft. 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 Linda. 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. *Lina Simpson Plans Examiner cc: Jim Pursell, P.E. ehilount, P. . Plan Check Engineer 2 of 2