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041-320-019
f t 041-320-019 LAND DEVELOPMENT SHEET 041-320-019 PERMIT#97-1964 MARTENS, Axel Suel Dr., Oroville Cont: R.E. Damberger Const.�— 041-32-0-019 New Single Family r"' 1 tj� > 97-0137 A l •� ^;�`/ MARTENS, Axel (AG bldg) Suel Dr, Oroville 17 f� RESIDENTIAL r 041-320-019 PERMIT#97-1964 MARTENS, Axel Suel Dr., Oroville��> 4 ' PERMIT NC Cont: R.E. Damber er Const. New Single Family PERMIT EXF-mr-o — OWNER Z 23 CONTR. ~.ASSESSOR PARCEL ` _LOCATION �b I 64AV jock-v/ tee -la wcel b� ,A aPN' J �" R0Ao-, 4 • OFFICE COPY a. • Address 0 0 4,e � • ���20kEc� GAS Meter By Dat r<' ELECTRIC i Meter By Date II' Temp. Gas Service--- Called PG&E JOB FINALED (Date) ev/y hv Signature V=OK _ 0 = Not OK Not '=NotReaady MOBILE HOMES I Date - MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; SoilsSine-Dep"pacing-ConnectofsSteel 2. Sails; Special MH Support Sketch 3. Decks; Girders and/or Joists-Decking-Bracing.Stairs-tails 3. Sewer; Location-Test-FalI CID -Concrete 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shfhg.-Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns-ConnectionsSplice-Decal-Encbsures 5. Electricity; Loca*wi-Clearances-Gmd-/ /Amp -Concrete 6. Carports: Windows -Doors 6. Gas; Location:%sHNrap; / JUL / /NaL or/ M tL/ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.: Sils-AnchorsStuds-Rhrs-Trusses 8. Utility Clearance 9. Siding; Nailing-VeneerSh cco-Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card 0-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; SmeSpacing-Maniage Line POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector 1. Setbacks -Easements 4. Electricity; MH Test-Crossovers-8reakers-Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test-FalWlex Connector 3. Pod Structure; Steel -Connections -Thickness ' Dead Men -Lining 6. Water, MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, DlstarxeSFl 7. Water and Sewer Connected -C/0 to Grade -HD Approval y 5. Eke::; Pool Lighting; 15 Volts-GF1 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert 7. Elec.; Bonding; Metal w/ -Circulating Equip.aieater 10. Exits; Insp.-Sketch 8. Eke;.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Ernclosures-Panelboards4ns. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. • Plumb.; Cir. Test -Water Supply Test ` Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date v MISCELLANEOUS Date DECKS, COVERS, CARPORT'S, GARAGES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSine-Dep"pacing-ConnectofsSteel 3. Decks; Girders and/or Joists-Decking-Bracing.Stairs-tails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shfhg.-Rfg.-Bracing 5. Alum. Awn.; Columns-ConnectionsSplice-Decal-Encbsures 6. Carports: Windows -Doors 7. Electric 8. Frmg.: Sils-AnchorsStuds-Rhrs-Trusses 9. Siding; Nailing-VeneerSh cco-Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps-Doors"ndings 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. Pod Structure; Steel -Connections -Thickness ' Dead Men -Lining 4. Elec.; Receptacles and Lighting, DlstarxeSFl 5. Eke::; Pool Lighting; 15 Volts-GF1 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/ -Circulating Equip.aieater 8. Eke;.; Grounding; Equip. w/3 Circulating Equip. -Pool Lghtg. Boxes-Ernclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. • Plumb.; Cir. Test -Water Supply Test ` 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ OK O• = Not OK RESIDENTIAL (Single & Duplex) . Not Applicable ' Not Readv except #'s , Main; Soils-Elec. Gmd: 4&p Ftg. Depth 3. F . Garage; Soils-Steel-Elec. Gmd/ i Ftg. Depth F .Porches & Decks; SoilsSteel-/ r Fig. Depth Stemwalls, Main;,Steel-Blockouts-Wrapped 6. SteT2211s, Garage; Steel-Blockouts-Wrapped 6a. Hafd Downs and SgOccial Anchors . 12. Electric Underground 13. Pie ms & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts,Joists-Vents Crippies 15. A� & Ventilation nsulation Date Card B Date Card B-1 , Date Card B Date ✓ )Z -y' Cana B-1 Da PLUMB (Permit) OK except #'s 0- _Warr 1-tr.; Vent -Access mbustion Air Baffle W Pi ; Test chor-Nail Protection 5 .W .; ngs & Anchor -Nail Protection erPan-, Test; First Floor -Tub Access t Tub & Shower, Second Floor -Tub Access 4!2. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date !L 57 _9g Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 3. 54yre & Transformer Clearance -Ins. Protection E : Receptacles Spacing -Lights & Switches at Doors . §ize6oxes & No. of Conductors Stapled . 5onrexInstalled Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size GA 29. Subfeed Wire Size / / ga. u or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / ' / ga Cu o n Circ. / / ga Cu or AI sulated Neutral 0 Yes 0 No 1. service -Riser Conductors & Ground -Main Disconect .22f' Equip. Clearances Panels-Motors-Mech. Epuip. �-�tlies Closet Light -Shower Light -Spa Light IgA -Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance- nt Access -Comb. Air -Return Air Vent 115 outlet 39. Atti ccess & Platfo if Fumacein Attic Wo' WaU rsv a -e-• �% Date Card B-1 Date Card B-1 Date -sj> Card B-1 j3� Date Card B-1 Date FRAMING (Plans) OK except #'s §' s Proper Materials & Anchors W tuds-Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing Stop in Walls (rat proof) 5re Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) ;Fl�ers-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat clearance Attic ss; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill HgL & Dimensions tion Framing Property Line Firewall & Openings Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs Width -Headroom -Rise -Run -Landing -Fire Protection on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 5 Screed -Fd. Vents-Underflr. Access Iaang.Area-Glass Protection -Skylights -Plastic 59 ear Walls; Nailing -Bolts 60. Br ce Interior / Exterior Wall Panels POOTnsulafion-Walls-Ceilings 62. Infiltration -Walls -Windows Date S , Card B-1 Date Card B-1 Date �- ` Card B-1 Date Card B-1 Date (Plans) OK except #'s Ext S r Sidelight Protection -Landings mok "tor umace; Vents -Clearance -Comb, Air-Conector- In Ga Above Floor -Ducts -Meth. Protection M. G . Bath Fixtures & Tub Access -Spa tM—EjW,-Thrn & Subpanel, Breaker Sizes & Labels S Rails IAO�Fjrgplace or Stove, Clearance -Hearth IX—EIS,00fets at Wood Panel, Int. & Ext. it. . & Appliance; Ground. -Air Gap -Cooking Clearance Elec. Outlets & Receticales at Kit. Counter e Door; Swin-Landin -Closure be- Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. Above Floor-Mech. Protection �11<Plb., Elec. & Mech. Equip. Listed for Location 78. ece c es m Protection I on -Foam -Looked in Attic ads & Deck Construction -Post Caps 1. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floo Yes 82. Following Instld./D ' es 0 No/Walks 0 Yes enters 0 Ye rown-Finish KM— Bisconnect, I -Plumbing Vent ve Roof, Plbg-Appliance-Fireplace-Clearance to Openings ell, Disconnect, Electrical, Plumbing Ex ec. Trim, G.F.I. Receptacle -Underground LAK_Venti rought House . GlassProtec'on 90. Corecti om Previous Inspections 91. G st-Meters Tagged, Gas -Electric 92. W r & Sewer Connected -C/O to Grade -HD Approval a,qaOlEnergy Compliance Certificate -Other Certificates Date Q % Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 e 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date - 3 — Inspector e REV 10192 4_ �.3 �:---��'���"'x.��;:_'T.�+�.s�`�,o`t—�7r,r-^''''^'r-"�,,,,,�.'>C.::i•r:�,rre-:+:�;.F� COUNTY OF BUTTE\ ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541. CORRECTION NOTICE 97- /9j PERMIT A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you ve any questions pertaining to this matter, or need additional explanation, please contact3Ks office immediately. 'A _ 1 L � i .✓ f n 1A ,J Date _/ r� /I 1,Q --% inspector �� C S P 1. (2, _ REV 10/92 1 r.- COUNTY OF BUTTE BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES. 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE. ER -/740V PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completoIlf you have any questions pertaining to this matter, or need additional explanation, please cp tact this office immediately. .. 4; :u n, �L r �i h. Date ti Inspector REV 10/9 3 n COUNTY OF BUTTE' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (9 16) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE please 96ntact this office immediately. r OWNER PERMIT'NO. } A routine inspection indicates that the following violations of Butte County Ordinances exist at 3' the above address and should be corrected. Please notify this office when correction of work -m is complet/. If you have any questions pertaining to this matter, or need additional explanation, xyts please 96ntact this office immediately. r .wi -A l+ Y y` 4 '• .tib tY A Date �� Lnspecto —� REV 10192 f .. ♦ . : Jt yr = _i. �:aa.i �,.i.fY-. ^'�w.�.r-+. y�,s� � __. _,.y -� r✓�- r+. J T • COUNTY OF BUTTE BUILDING DIVISION .r DEPARTMENT OF DEVELOPMENT SERVICES' 411 Main Street, Chico, CA - (916) 891-2751 r 7 County Center Drive, Oroville, CA - (916) 538-7541 A. CORRECTION NOTICE A", q OWNER PERMIT NO. �^ A routine inspection indicates that the following violations of Butte County Ordinances exist at rs ,. the above address and should be corrected. Please notify this office when correction of work is co let . f you have any questions pertaining to this matter, or'need additional explanation, `d o tact this office immediately. f�I ,. oe Y = K' i 43..3E �.r z Date / Inspector ,zi141 REV 10192 COUNTY OF BUTTE -DEPARTMENT OF DOLOPMENTS�RVICES- BUILDINGDIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 (Rev. 12,196) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-320-019 ZONING U SH BUILDING PERMIT OWNER AXEL MARTENS TELEPHONE SO. FT. OCC. BUILDING VALUATION 1 OWNERS MAILING ADDRESS 4140 BORUP DENMARK 168 C , CONTRACTOR'S NAME DAMBERGER CONSTRUCTION TELEPHONE 532-3300 CONTRACTORS MAILING ADDRESS 1737 WYANDOTTE OROVILLE, 95966 CONSTRUCTION LENDER Fireplace 1-500 LENDER'S MAILING ADDRESS Total Valuation Is 36,948 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 330.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $214.50 BUILDING ADDRESS SUEL DR Energy Plan Checking Fee $ 23.00 PERMIT FEE S 587.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 4 7.00 28.00 USEOFSTRUCTURE SF QX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15,00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New IK Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1- 5 outlets 15.00 .00 Building sewer 15.00 19.00 Mobile Home IS GI W1 @20.00 PERMIT FEE ! 108.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service . oA LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. 39 1 Q I License Class b-1 Lic. No. 1 ` C7 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor: License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. OWEWNG OCCUP. OR ADONS. ( a ACC. BIDS. SO 3•5QFT. 21.551 .EZR g,pT MULTI.OUTLET @7,50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. OUTLET ORFOCTURES p @ 1.00 BAL @ .w Ex. Occup. oESID.OFRA uT R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ ' WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 5 74 m f!iwD MECHANICAL PERMIT Fling Fee 20.00 Heating Direct Vent 15.0 Cooling Hood 6.50 Ventilation PERMIT FEE $ 41.5 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.) ❑ 1 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 fo hwith comply with those provisions. p Date _/=��%� Signature of Applicant - [�5 Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee I $ Energy Inspection Fee is 46.0 occ CONST. TYPE TOTAL FEE $ 847.5f HAZ. _ D. FEES X IMP X FLOOD X OF XX PARCEL PO X HD X SSUE IS This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 10/29/97 10/29/98 Date Receipt No. 224545 - 317.50// 231060-530.05 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Insulation Certificate BUILDING OWNER: BUILDING PERMIT #: BUILDING LOCATION: S..,Z Description of Installation ROOF Material VO �Lh7tw 7A—k �Brand Name Thickness (inches) Thermal Resistance (R -Value) CEILING Bau or Blanket Type%i� - Brand Name Thickness ('orches) !O ` Thermal Resistance. (R -Val e) of - C� Loose Fill Type Brand Name Contractor's minimum installed weight/h lb Minimum thickness inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) EXTERIOR -WALL Material /Sag Brand Name Thickness (inches) :3 T;9 Thermal Resistance (R -Val e) W - RAISED FLOOR Material Thickness (inches) SLAB FLOOR Material Thickness (inches) Width (inches) FOUNDATION WALL Material Thickness (inches) Declaration Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name 1henmal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Eff ciency Standards for new residential buildings contained in Title 24 of the California Administrative Code. r%h� 3 g 2 Ge ran Contras r (Budder) License Number 5ignantre idd Title Date Sub -Contractor (Insulation Installer) Signature and Title License Number Date THIS CERTIFICATE MUST.BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 J COUNTY OF BUTTE- DEPARTMENT OF DESELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 P R T NO. (Rev. 12/96) APPLICATION AND PERMIT - ASSESSOR PARCEL NUMBER 041-320-019 ZONING U/SH BUILDING PERMIT OWNER AXEL MARTENS TELEPHONE SO, FT. OCC. BUILDING VALUATION 1 R , 64 OWNERS MAILING ADDRESS - 4140 BORUP DENMARK 168 C 2, CONTRACTOR'S NAME ER CONSTRUCTION TELEPHONE 1 532-3300 CONTRACTORS MAILING ADDRESS 1737 WYANDOTTE OROVILLF, 95966 CONSTRUCTION LENDER LENDER'SMAILING ADDRESS ' Fireplace L, I1 1,500 Total Valuation $ 36.94,9 ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 Permit Fee $ 330.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 214.50 BUILDING ADDRESS SUEL DR Energy Plan Checking Fee $ 23.00 PERMIT FEE 3 587.50 LAT NO. S UBDNIS ION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF CIX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 41 7.00 28.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New IK Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 108.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o,AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. (� License Class. °'V -� LIC. No. *259 C7 I OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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 STA -TC iitialD 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.) ❑ 1 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 fo hwith comply with those provisions. p �v�7 X z_ &41---- ___ Date _J Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO ,000A 46.00 NEW CONST. DWELLING OCCUR SO OR ADONS. ( & ACC. BUDS. 3.50H. 21.55 NON•RESID. MULCHCUTCLET �a 7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES a201PI. Ex. Occup. oui rs REESSID.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. WirinGf 23.00 PERMIT FEE $64.55 MECHANICAL PERMIT Filing Fee 20.00 Heating Direct Vent 15.0 Cooling Hood 6.50 6.50 Ventilation PERMIT FEE $ 41.5C Mobile Home Installation Fee $ Energy Inspection Fee is 46.0 Occ CONST. TYPE TOTAL FEE $ 847.5 HAZ. _ D. FEES IMP X X FLOOD XX CDF PARCEL X PO X HD X ISSUE X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 14 10/29/97 By Date _ PERMIT EXPIRES ON 10/29/98 (Da h Receipt No. 224545 -.317,50// 231060-530.05 WHITE-D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 0ti hs vi,_- COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 -'Telephone (916) 538-754�y IT NO. ev.1APPLICATION AND PERMIT ASSESSORPARCEL 1 MO Y © - ZONING SH BUILDING PERMIT OWNER4 I s TELEPHONE SO, Fr, OCC. BUILDING VALUATION OWNERS MAIUNG ADORES 1 © or "i1grk CONTRAC R'S ,LAME L-, of a 4 l (2011It TELEPHONE ' Q . LJ CONT TORS MAILING A0/0S 'F&r(5v n D © CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ Q ARCHITECT OR ENGINEER LICENSE NO. Filing Fee S 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee '" $ 30-00 Plan Checking Fee S BUILDING ADDRESS r Energy Plan Checking Fee $ b PERMIT FEE $ S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 JS p p Each gas water heater or vent 15.00 - TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 (s Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 600V OR LES9 Main Service zow OR LESS ^ 23.00 d3 , LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencin with Section 7000 of Division 3 of the Business and Professions Code, g ) 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, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ Iram exempt under Sec. Business and Professions Code for this Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( SO ¢FT: s NEW CONS . OUTLET NON•RES10. CIRCUITS 07.50 POWER APPARATUS 6 SINGLE OUTLET CIR Fes. Occu oLmET OR PxTUREs 20 @ 1.00 aAL 0 •50 Ex. Occup. o x� EO 1 i.. OE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t ,S 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 it the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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. X Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60' deep and demolition or construction of structures over 3 stories in height. MECHANI L PERMIT Filing Fee 20.00 Heating 1zeA / Cooling Hood 6.50 Ventilation —� PERMIT FES $ 141 J�n Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST TYPE TOTAL FEES 5 HAZ. 0 IMP PL000 CDP PARCF�� V/ Po HO GE I, This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. �. Ye rReceiptNo.0?)q5__yS_- 7 S cS30. TE-D.D.S.•B.D. CANARY -ASSESSOR ff PINK-INSPECTPR GOLDENROD -APPLICANT Cole 0 tt 1/ ) TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance VLt�7- A4tTl/l Owner 7 Location Plan Approved for Ida B�$ew le Disposal Water Supply: Public Clearance for we i g.' Other Hold firar,;ce for Final c O.K. fo NOTe Environmental Health .Specialist 8/96 WrONLY Plot Plan Attached Floor Plan Attached Sent to B.D. / d �l -3,2U- 0/�! AP# Private Well Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: AC- ( 1 / (' fC n ASSESSOR PARCEL NUMBER: - D Proposed Building Use: 6W Building Inspector: Date: At time of permit application, I was a vised the following data must be submitted prior to permit processing and/ r issuance: Date Received By Qj..All items have been submitted.------------------------------------------------------------------------------------- plans,� sets, signed by the preparer of plans.------------------------------------------------------------ s ."Complete plans, 3/4 sets, signed by the preparer of plans. ------------------- ------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 1:16. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 118. -------------------------------------------------------- ❑8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications. ------------------ Feesof $------------------------------------------------------------------------------------- o g pact fees as shown on the attached schedule. ------------------------------- -/-------------------------------- California Department of Forestry plan approval/fees. ----J/ 11 _/S_ �� ------------------ 1113. Flood elevation certificate. ------------------- - - - - ----------------------------------------------------------- [ 4. Sanitation and plot plan approval - Health Department. ------------------------------------------- /S �i Ell 5. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- P09. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 1120. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - ❑2 eecorrded ofsiature authorization. --------------------------------------------------------------------------------pyofAgricultural Acknowledgment Statement.--------------------------------------------------26of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ----- 028. Existing violations and/or expired permits. ❑ 9: 433 A, ❑Grant Deed, ElM.H. Title, ❑ Check to H.C.D I 3 er: I f,�U' -fV&M When you issue the permit, process as follows ❑ Mail to owner, --❑ XSTelephone 5:3 � - ,�3 oD and hold for pickup atiJ Mail to W1 l2_ office. ❑ Deliver with inspector. (Date) Applicant: -4-� Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: _ Date: By: Index permit application for the 2. Additional items required- Contractor, designer, owner, was advised of the above fequired data by ❑ phone, o mail, ❑ Building D.iision counter, by / )date Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑!i�er, byDate: Plans reviewed by: Date: ,. Plans approved by:Date: 0 ' Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. Y COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER �G — _ A.P. # PROPOSED BUILDING USE ),�) /I" DATE REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ . -- Additional Fees Due ............ $ -- Additional Fees Due ..... '...... $ -- Revised Plan Checking Fee ....... $ 2 CHOOL DISTRICT FEES Om J h ,'O ✓► / �►s �. (paid at District Office) l>� —� d 3 -SHERIFF FEES (paid at Building Division) 2 Residential ........ ] x $360.00 = $ ©, 00 01060 Units Commercial (sq.ft.)... x $0.03 = $ - Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x . = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK_0 $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 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 f"/P-9Z Original -Owner Copy -Building Div. (Rev. 12/96) FwArTeRA773MA Alan G. Brown, P E A October 28, 1997 George Kellogg Plan Check Engineer Butte County.Building Divisio I n 7 County Center Drive Oroville,,CA 95965 RE: Axel Marten Permit # 97-1964 .Dear George: With reference tothe above residential house plan, if the hot water heater is accessed by an outside door, the remaining shearwall length will provide adequate lateral resistance.' .If you have any questions, please call. Very truly yours, Engineering ngine, A n G. Brown P.E. Principal Engineer 97058 9 2060 Park Avenue P.O. Box 1576 Oroville, CA 95966 .................................---- (916)534-1911 ............................ (916)534-1911 (916)533.6457 FAX(916)534-0908 .......... ............ ................................ .......... .............. : ........... ............ ::_:.: .......... ---------- --- ...................................... ....... ........................ .......................................................................................... ....... .............. ................................ .......................... .................. *'::::::: ...... ........................ ........................................... ...... .................................................................. ............ .............. �.�iiYi "''"-, .., 'C')'rro -. o..—.. - g.. -.. .`-: �..�-s�.:Y'�;..,,s �.vV„�•—y,,.,,, _..,•,,�M„ ti.i �-.12.."'�...Wy.,y. �,.r,+'�,�... ,. ._.. ��,y ..,,;�„ -,... q„� ... BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District DYZ> U Building Department No. A.P. Number 3� � Jurisdiction:City County Property Owner Property Location/Address O Subdivision Lot No, Residential Development No of Living Mobile Home Addition Units Installation Commercial/Industrial /j New Addition Department RepresentUtive (Floor Plans revie ljd Identificati o. O ® f� 11lNhool District (City) has compli)with the requi S• � representing / rements of Resolution No. la/ square feet. � �, , School District Representative Paid by Check # Remarks: School District that Sq. Footage (Group RI Sq. Footage (Including Exterior Roofed Areas) 1D A C� :D Date (Aplicant) (Phone Number) '0 (State) (Zip Code) 4- 4/0 5 (/ by payment of $ Azti IFBW2926 S ULL MITIGATION $ Date Notice: You may protest the in1bosition of the fees/'dentified above by submitting a written protest to the District, in compliance with Government Code Section 660.10(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the ichool district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm LAND DEVELOPMENT ..: C: •.+'.m.w4:0�',+::?.�d3r.�e rya"rr.,rt�.v,yx.. BUILDING / ENVIRONMENTAL':HEALTW PERMIT CLEARANCE Building Permit No. /SIL �S A.P. OWNERS ,� ,J� NUMBER: 'j) NAME: PRINT LAST NAME FIRST I I COUNTY ZONING pper�,, DESIGNATION: St FLOOD ZONE: ate'X FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVA PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: 2S %2 LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: MAP INFORMATION: DEED REFERENCE: _I I LEGAL ACCESS REQUIRED: YES NO Pfw r 7, YES 0/Nr. _372_�� NO DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG D/V/S/ON UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. _ 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. t;. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 19. 20. 21. 22. 23. 24. 25. 26. Lr) 7,96 C:\WP51' )btain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. k traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated n the Oroville Area Traffic Mitigation Fee Agreement. Payment to be anon to dJ a Plfawd" D^nsim- kil new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 equirements of the Uniform Building Code. )eer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. 'ay school impact mitigation fees. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 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. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. A101N3Wd013A30 CINdI Tuns 30 AI.Nn00 Ala IWQ013A3 9661 b l 9nb guns i �1 0 ®3A1333a nb \FORMS.K\BLDGPERM.CLR ®3 S S Al J �! And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 97-0362971 Rec Fee I IHF Recorded I Cash Official Records I County of I Butte I Candace J. Grubbs I Recorder I 11:22am 29 -Sep -97 1 PUBL AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT 8.00 2.00 10.00 XX 2 05 2, - Section Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences'or discomfort from the use of agricultural chemicals, including. but not limited to herbicides. pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: That portion of the northwest quarter of section 21, township 21 north, range 4 east, M.D.B. & M., lying southwesterly of the following described line: Beginning at a point from which the southwest corner of said section 21 bears south 34 deg. 53' 34" west, 3893.14 feet, said point also being distant north 50 deg. 26' 00" west, 250.02 feet from engineer's station "B" 945+20.01 E.C.'of the base line of the department of public works' 1956 survey from Oroville to Jarbo Gap, road III -but -21-B (The California State Zone II coordinates for said point of beginning north 58 deg. 59' 44" west, 4,000 feet. See attached.... Date: Pg.. y21, /f f gJ PROPERTY R State of California ) Count y of `►3 G/� ) 0 o before me, DONNA L. KNIGHT (NOTARY PUBLIC) personally appeared /42: Z 4A%�z .rte Cpc sema�F� 'knowrt'to-me (or proved to me on the basis of satisfactory evidence) to be the person) whose name(*) is/ate subscribed to the within instrument and acknowledged to me that he/ske/they executed the same in his/her/thpar authorized capacity(ics), and that by his/hur/tWr signature(*) on the instrument, the person(#) or the entity upon behalf of which the persons acted, executed the instrument. �� WITNESS my hand and official seal. DONNA L. KNIGHT \ Commission # 1075664 z z a Notary Public - California Seal: Butte County My Comm. Expires Oct 22. 1999 W/ Y A.P.# Pq & 0r z NOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A. - I Instructions for recording Agricultural Statement of Acknowledgement: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the. original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 - 1st. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. - 3:00p.m. (Monday - Thursday). Excepting therefrom any portion of that certain parcel of land described in "parcel No. 23167 (ORO -52-A)" in the dokument recorded December 29, 1970, in book 1651, page 442, official records. Also excepting therefrom any portion of said northwest quarter lying southeasterly of said "parcel No. 23167 (ORO -52-A)". Also excepting therefrom all that portion granted to the state of California, described in the grant deeds recorded June 20, 1957, in book 890, page 58, official records, recorded September 17, 1957, in book 899, page 154, official records, and recorded September 17, 1957, in book 899, page 158, official records. Also excepting therefrom all oil, oil rights, natural gas, natural gas rights and -other hydrocarbons, by whatsoever name known, and all other minerals and mineral rights, whether of"not similar to those herein mentioned, recorded August 25, 1972, in book 1779, page 660, official records. End of dokument RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: AX -( Nor -+C* 1 5 BUILDINGPERMITNUMBER: 9-7— PLAN CHECKER: V4 A.P. NUMBER: 041-320—o/9 GENERAL: Zoning requirements: (side yards and number of permitted living units). 2. Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. k� Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). �7 Recorded notice of violation. PLOT PLAN: "' Complete parcel size and dimensions. ,2 Setbacks, side yards, easements, etc. ,/ Other buildings or structures. Grading, fills and/or drainage. Flood he -.,d. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: ,1" , Complete to scale plan with dimensions. ,2� Required windows for light and ventilation (Section 1203). A Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). . Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. r ��"" Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 1/�[GTGr /►take r " Garage firewall, door size and closer (Section 302.4). dWe— i 1ZG-f- Ver-k-- ;4-', er-t;4-', Minimum of one TO" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). 1 Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). / .Clerestory requiring balloon frammg and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. , June 1997 3,2 MISCELLANEOUS ITEMS TO LOOK OUT FOR: Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). / Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation -protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). � Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. 15. / Energy design. Flashing at all exterior openings. Yf C-.D.F. responsible area requirements. Automatic Fire Sprinkler Systems (Section 310.10) For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements = Automatic Fire Sprinklers �.�eed 7i�r�- ve,►,.�- mer June 1997 3.2 And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 9596 SEP 2 91997 97-036297 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals. including. but not limited to herbicides. pesticides, and fertilizers. and from the pursuit of agricultural operations including, but not limited to cultivation. plo%Ong, 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: That portion of the northwest quarter of section 21, township 21 north, range 4 east, M.D.B. & M., lying southwesterly of the following described line: Beginning at a point from -which the southwest corner of said section 21 bears south 34 deg. 53' 34" west, 3893.14 feet, said point also being distant north 50 deg. 26' 00" west, 250.02 feet from engineer's station "B" 945+20.01 E.C. of the base line of the department of public works' 1956 survey from Oroville to Jarbo Gap, road III -but -21-B (The California State Zone II coordinates for said point of beginning north 58 deg. 59' 44" west, 4,000 feet. See attached.... Date: PT ,M %`f 5; aJ PROPERTY OVVNERS� ' AXr L ✓Yl /}2 7c -,vi State of California ) County or y %T �. ) OnLCi before me, DONNA L. KNIGHT (NOTARY PUBLIC) personally appeared J: / q .-& � - perserrslh krrowrt'to-me (or proved to me on the basis of satisfactory evidence) to be the person() whose name(s) is/ate subscribed to the within instrument and acknowledged to me that he/slWthey executed the same in his/herrhh* authorized capacity(izs), and that by his/her/their signature(s) on the instrument, the person(*--) or the entity upon behalf of which the persons acted, executed the instrument. WITNESS my hand and official seal. GONNA L. KNIGHT Commission # 1075664 Z " ss '1� Notary Pubiic — California > 'at Butte County Sign 'a / i Seal: \� My Comm. Expires Oct 22, 19W A. P.# Excepting therefrom any portion of that certain parcel of land described in "parcel No. 23167 (ORO -52-A)" in the dokument recorded December 29, 1970, in book 1651, page 442, official records. Also excepting therefrom any portion of said northwest quarter lying southeasterly of said "parcel No. 23167 (ORO -52-A)". Also excepting therefrom all that portion granted to the state of California, described in the grant deeds recorded June 20, 1957, in book 890^, page 58, official records, recorded September 17, 1957, in book 899, page 154, official records, and recorded September 17, 1957, in book 899, page 158, official records. Also excepting therefrom all oil, oil rights, natural gas, natural gas rights and other hydrocarbons, by -whatsoever name known, and all other minerals and mineral rights, whether or not similar to those herein mentioned, recorded August 25, 1972, in book 1779, page 660, official records. End of dokument A,9 C, © F X. � T '= BUILDING, DIVISION 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SE 7 COUNTY CENTER DRIVE-OROVILLE, CALIFORNIA 95965 -TELEPHONE: (91 AGRICULTURAL BUILDING EXEMPTION PERA PERMIT NO. Agricultural building`is defined as follows: Agricultural building is a structure desiglated, and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This strue shall not be a place of human habitation or a place of employment where agricultural products are processed, tr or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. -0 � / r 3 Z _ ti / 9 ZONING OWNER 94-c- L /.44RQ i E N S PHONE NO. OWNER'S ADDRESS S UO'Ov 'lL LOCATION OF BUILDING �!t USE OF BUILDING SHf b W 6- 51 -or 7oo( SIZE OF STRUCTURE / °2. X o2 o _ d �/ 0 SO. FT. TYPE OF CONSTRUCTION: WOOD FRAMEy STEEL CONCRETE OTHER (Specify) TYPE OF'SIDINGROOF T /-/l COVERING ' FLOOR TYPE c0 bel 004) ESTIMATED COST OF CONSTRUCTION $ ,2 Oo0 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: N I 5J� �D r 9,-0 FRONT SIDES /14LV&k-f REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation _ USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply wit the requirem nts in effect at that time and before occupancy. Date a , G , MI) Signature of Owner Permit F Receipt No. The above described AG Building is exempt from a building permit FL PAR I P.D./ ROOF G ISSUE Manager Building Division By Date White — DPW, Yellow — Assessor, Pink — B. 1., Goldenrod — Applicant . �.`' ¢..,��•tt''�i9�. �7�w.�t .''` �.'!"� �r�..hf�I �.r!"�'iKt-��.C����a. �aiXa��'K��4'k �.1.: ��}rLL•�s�yj•; }�•�.��.�.�y'��_,�.�_.� -�i�� 'n ..�. _ �+ �� r•v v� e<-. ,,, f� �g ,�� � ,.,,,s � :.,q .._. .,.,.a { , .y �.y ,f•z { ' �l tx +�'R �:,a ur w�� e! �`'�`'.` eo'.+ � �� f?,t`�t� a; •...•±� ,.si jiry "►�J' 6 L t�.zii� i:5;�i3'i«d �t � f 6f'+�':': "". �.1t �M# i•14..i G.J R.o' y t60;4i�':!'1 •;k 44;--h:d3a. 331'l;'A w• -k �i 1:�,r.^. ,��'`tAy dVY '6.•.��wzzra rot.Hr' '`{,��, w`� „x+.� a�gta 4'�5 �,� ��" � ! y��z�� f,.?.. ,•1 z,I,,; �c��V'u aA A 3Mo'SR. e�°'`i, V-'66+^:1. 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(�k::i?� �r:�:�.�`iaiw G:o,�, �5walt#,i: Ti O 1 1; ` ir:'�i. •4»t-�,' Wk iji�! :dei," 1,•. 'f�N, r. ,tt(� L°�1e �.`+ ,•Y,'ri r i • ."fir.- . � ' .t. ,' NTY OF BUTTE DEPARTMENT OF DEVEI �\ j 7 COUNTY CENTER DRIVE - OROVILLE, CALIF PE" T�APPLICATI (ENT SERVICES - BUILDING DIVISION � 95965 - TELEPHONE (916) 538-7541 DATA SHEET OWNER: ASSESSOR PARCEL'NUMBER: G%,- S a d n Proposed Building se: Building Inspector: �1J✓. Date: /2-- 2- 9 7 t time of permit applic on, I was'advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 1. All iiems have been sulirnitted.------------------------------------------------------------------------------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------- 7 --------------------------------- 03. -------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. --------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. Ell 5. City of Chico plumbing permit. ------------------------------------ ❑ 1& Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number.------------------------------------------------------------ 023. Owner-Builder ----------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. 1143 A, 11 Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ (Date) 030. Other: ------- When you issue the permit, process as follows ❑ Mail to owner, Mail to contractor. ' 0141W 1-73-7 W otctoff-oroJA1,e ❑Telephone and hold for pickup at office. ❑ Deliver with inspecto�.� e 9 54 6 Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by 0 -phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. SOO r -Ls,,�s SA S%r 77T ---- --- r. - - - --- f9 97058 AXEL MARTENS STRUCTURAL DESIGN BUTTE COUNTY GOVERNING CODE 1994 UBC WIND 75 MPH EXPOSURE 'C SEISMIC ZONE 3 CONCRETE - 2000 PSI REBAR #4 - , GRADE. 60 LUMBER - 2X, 3X, 4X - DF ##2 6X - DF #1 1 v i lip SOC) L t 30�S i Ts yqk I,)G �- I"S x I4 -S", x I 0 0-1 S W IZh+J 1, - 040 V ' Z P4, A4�- t�Z Ind 1 M 3 lab-() 3I� N 0 �' SASE � w 2 0 1 I f �S 7 ...._:;. r moi' / Z3 l� 2 S' 4 51 r : 05,70 �- 5 I's ;.1 l d z3 j`.:- 1 q au �u - _. 1 Z 5da L o • -- v v t BBA Engineering Title: GARAGE. 2060 Park Avenue Descr: 4' CONDITION Oroville, CA 95966 Page 12 of23 (916) 534-191.1 Job #: 97058 By:CCM Date: 7/18/97 Fax (916) 534-0908 -------------------------------------------------------------------------------- RetainPro 3.1(c)1993 File:97058.RPF CANTILEVERED RETAINING WALL DESIGN -------------------------------------------------------------------------------- Pg 1 of 2 ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS -------- Allowable Bearing = 1,500_ psf Axial DL on Stem = 550 plf Active Lateral EFP = 30.0 psf Axial LL on Stem = 80 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf .Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 50.0 psf Passive Lateral = 250 pcf Using Surcharge to resist Soil Density = 120.0 pcf overturning @ Heel No Soil Ht over Toe = 6.0 in- @ Toe No ------ ADDED LATERAL LOADS ------- -------- ADJACENT FOOTING ---------- Lateral Load Acting Vertical load = 2,000 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 1.67 in Footing Width (perp) = 1.00 ft Add'1 Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 2.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face 0.00 ft Footing Type Square ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 4.00 ft Toe Width = 1.08 ft Wall Ht. above soil = 0.00 ft Heel Width = 1.67 ft Total Wall Height = 4.00 ft ------- Key Depth = 6.00 in Total Width = 2.75 ft Key Width = 6.00 in Thickness = 12.00 in Key Dist. to Toe = 1.083 ft ------------------------- SUMMARY -------------------------------- Pressure @ Toe = 1,379 psf Factors of Safety: Pressure @ Heel = 399 psf Overturning = 2.61 :1 Allowable Press. = 1,500 psf Sliding = 1.68 :1 Eccentricity = 3.03 in Allowable Shear = 76.03 psi Resultant Within Middle Third 1 -Way Shear @ Toe = 7.2 psi Note: Pv Not Used for Soil Pres. 1 -Way Shear @ Heel = 0.9 psi -------------------------0--- SLIDING CHECK ------------------------------ Ftg/Soil Friction = .250 Tot Lateral Force*1.5= 975.6 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 500.0 # Factor of Safety = 1.68 (-)Friction = 591.4 # Add'1 Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) ---Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 2,067 598 psf Fy = 60,000 psi Mu - Upward = 0 0 ft-# Upward soil pres. used on heel Mu - Downward = 0 0 ft-# -------- Rebar Choices -------- Mu - Design = 49 49 ft-# Toe(bot) Heel(top) One -Way Shear: Mu=Stem1'Mu=Stem1 #4 @Not Reqd in Not Reqd in vu - 7.16 0.94 psi #5 @Not Reqd in Not Reqd in vn=2(f'c)1/2*.85= 76.03 76.03 psi #6 @Not Reqd in Not Reqd in Rebar CL To Edge = 3.50 2.50 in #7 @Not Reqd in Not Reqd in Depth to steel = 8.00 9.00 in #8 @Not Reqd in Not Reqd in Ru = Mu/bd^2 = 0.0 0.0 #9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.0033 #10 @Not Reqd in Not Reqd in BBA Engineering Title: GARAGE. 2060 Park Avenue Descr: 4' CONDITION Oroville, CA 95966 Page I'S oft3 (916) 534-1911 Job #: 97058 By:CCM Date: 7/18/97 Fax (916) 534-0908 RetainPro 3.1(c)1993 File:97058.RPF --------------------------------- STEM DESIGN ---------------------------------- (Values shown for concrete stems have been factored) Pg 2 of 2 I- Descending Stem Sections, Highest @ Left -� Stem Construction Data ------------------------------------------------------------------------- Highest (.use columns from left to right) DESIGN HT. ABOVE FTG. = 3.00 ft WALL TYPE ABOVE HT. :Concrete Thickness (nominal) = 8.00 in Rebar Size = # 4 Rebar Spacing = 16.00 in Rebar Placed at Edge DESIGN DATA .............. ..................... ........................... fb/Fb + fa/Fa = 0.012 Lateral Load @ Design Ht = 171 # MOMENT..... Actual = 49 ft-# Allowable = 4,069 ft-# SHEAR...... Actual = 2.29 psi Allowable = 76.03 psi Embedment Length Req'd = 9.39 Wall Weight = 100.0 psf Rebar Placed at Depth 'd'= 6.25 in MASONRY DATA ............. .................... ..........................Psi f'm - Fs = psi Grouting Special.Inspection n : Es / Em - Short' Term Increase - CONCRETE DATA............ .............. ................................Psi f'c = 2,000 FY = 60,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments Resisting Moments -� ' Origin of Force: # ft ft-# # ft ft-# -------- Heel Active Press. = --�------------ 438 1.79 781 ------- ----- --------- Soil over Heel = 482 2.25 1,083 Toe Active Press. _ -34 0.50 -17 Soil over Toe = 65 0.54 35 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg. Load = 247 3.55 874 719 2.25 1,617 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 550 1.41 777 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 100 1.41 141 Earth Behind Stem = 0 0.00 0 Added Lateral Load = 0 0.00 0 Footing Weight = 412 1.38 567 Rey Weight = 37 1.33 50 Vert. Componant of = 0 0.00 0 Active Press. --------- --------- -------- --------- TOTALS = --------- 650 1,639 2,366 4,271 ----------------- Totals used for Soil Pressure, Pv Not Included= 2,366 -----�--- 4,271 / / 8" CONC. � #4 @ 16" Wert @ Edge #5 @ 18" Horiz��J #4 HORIZ. AS SHOWN - `2 .. (�� |�/,�� �`� � � 399 R sf 1379 psf L I Q 23 .:,N BBA Engineering = 5.00 ft Title: GARAGE. ------- Key Depth 2060 Park Avenue in Descr: 5' CONDITION = 3.25 ft Key Width Droville, CA 95966 in Thickness Page of -ts (916) 534-1911 Job #: 9.7058 By:CCM Date: 7/18/97 --Heel-- Fax (916) 534-0908 -------------------------------------------------------------------------------- f'c Pressure @ Toe RetainPro 3.1(c)1993 File:97058.RPF psf Factors of Safety: CANTILEVERED RETAINING WALL DESIGN -------------------------------------------------------------------------------- Pg 1 of 2 ---------- SOIL DATA ------------- Overturning = 2.52 :1 ------ ADDED VERTICAL LOADS -------- psf Allowable Bearing = 1,500 psf Axial DL on Stem = 550 plf Active Lateral EFP = 30.0 psf Axial LL on Stem = 80 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 'I Surcharge over Heel = 50.0 psf Passive Lateral = 250 pcf Using Surcharge to resist Mu=Stem! (-)Friction = Soil Density = 120.0 pcf overturning @ Heel No Reqd Soil Ht over Toe = 6.0 in @ Toe No #5 ------ ADDED LATERAL LOADS ------- Reqd -------- ADJACENT FOOTING ---------- Not Reqd Lateral Load Acting vn=2(f'c)1/2*.85= 76.03 Vertical load = 2,000 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 1.67 in Rebar CL To Edge = 3.50 2.50 Footing Width (perp) = 1.00 ft Add11 Lateral Load 0.0 plf Face Top Stem to Ftg. CL= 2.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil @Not Reqd - ...height to start = 0.00 ft At Wall Face [+/-] = 0.00 ft 0.0 #9 Footing Type Square Reqd in -=-------------------------- WALL & FOOTING DATA ------------------------- Min. Rebar Ratio = 0.0033 Retained Height = 5.00 ft Toe Width = 1.33 ft Wall Ht. above soil = 0.00 ft Heel Width = 1.92 ft Total Wall Height = 5.00 ft Add'1 ------- Key Depth = 8.00 in Total Width = 3.25 ft Key Width = 8.00 in Thickness = 12.00 in Key.Dist. to Toe = 1.333 ft ------------------------_=------ --Heel-- SUMMARY = -------- f'c Pressure @ Toe = 1,417 psf Factors of Safety: 2,000 Pressure @ Heel = 372 psf Overturning = 2.52 :1 Allowable Press. = 1,500 psf Sliding = 1.56 :1 Eccentricity = 3.80 in Allowable Shear = 76.03 psi Resultant Within Middle Third soil 1 -Way Shear @ Toe = 11.5 psi Note: Pv Not Used for Soil Pres. 1 -Way Shear @ Heel = 3.3 psi ----------------------------- Rebar SLIDING CHECK ------------------------------ -------- Ftg/Soil Friction = 0.250 49 Tot Lateral Force*1.5= 1,245.0 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 586.8 # Factor of Safety = 1.56 Mu=Stem! (-)Friction = 707.0 # Add'1 Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) ---Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 2,112 555 psf Fy = 60,000 psi Mu - Upward = 0 0 ft-# Upward soil pres. used on heel Mu - Downward = 0 0 ft-# -------- Rebar Choices -------- Mu - Design = 49 49 ft-# Toe(bot) Heel(top) One -Way Shear: Mu=Stems Mu=Stem! #4 @Not Reqd in Not Reqd in vu = 11.46 3.25 psi #5 @Not Reqd in Not Reqd in vn=2(f'c)1/2*.85= 76.03 76.03 psi #6 @Not Reqd in Not Reqd in Rebar CL To Edge = 3.50 2.50 in #7 @Not Reqd in Not Reqd in Depth to steel = 8.00 9.00 in #8 @Not Reqd in Not Reqd in Ru = Mu/bd^2 = 0.0 0.0 #9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.0033 #10 @Not Reqd in Not Reqd in BBA Engineering Title: GARAGh. 2060 Park Avenue Descr: 5" CONDITION 1,973 Oroville, CA 95966 Paged of ZZ (916) 534-1911 Job #: 97058 By:CCM Date: 7/18/97 Fax (916) 534-0908 RetainPro 3.1(c)1993 File:97058.RPF --------------------------------- STEM DESIGN ---------------------------------- 53 (Values shown for concrete stems have been factored) Pg 2 of 2 0 �- Descending Stem Sections, Highest @ Left -� Stem .Construction. Data ------------------------------------------------------------------------- Highest (use columns from left to right) 1,127 DESIGN HT. ABOVE -FTG. = 4.00 ft WALL TYPE ABOVE HT. :Concrete Thickness (nominal) = 8.00 in Rebar Size = # 4 0 Rebar Spacing = 16.00 in Rebar Placed at Edge 0 DESIGN DATA .............. ...................... .......................... 915 fb/Fb + fa/Fa = 0.012 Lateral Load @ Design Ht = 171 # MOMENT..... Actual = 49 ft-# Allowable = 4,069 ft-# SHEAR...... Actual = 2.29 psi Allowable 76.03 psi Embedment Length Req'd = 9.39 0 Wall Weight = 10.0.0 psf Rebar Placed at Depth 'd'= 6.25 in MASONRY DATA ............. ................... ...........................Psi 1.63 f'm - Fs = psi Grouting Special Inspection 0 0.00 n : Es / Em - Short"Term'Increase _ CONCRETE DATA............ .................. ............................Psi f'c = 2,000 Fy = 60,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- �- Overturning Moments Resisting Moments -� Origin of Force: ---------------- # ft ft-# # ft ft-# -------- Heel Active Press. = ---------------------- ----- --------- 615 2.12 1,305 Soil over Heel = Toe Active Press. _ Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge @ Heel = Surcharge @ Toe = Axial Load on Wall = Load @ Proj. Wall = Averaged Stem Wts. _ Earth Behind Stem = Added Lateral Load,= Footing Weight = Key Weight = Vert. Componant of = Act' P ive ress.------------------ TOTALS = 830 2,415 Totals used for Soil Pressure, Pv Not Included= 2,828 6., 088 2,828 6,088 752 2.62 1,973 -34 0.50 -17 80' 0.67 53 0 0.00 0 249 4.53 1,127 792 2.62 2,078 0 0.00 0 0 0.00 0 0 0.00 0 0 550 1.66 915 0 0.00 0 100 1.66 166 0 0.00 0 0 0.00 0 487 1.63 792 67 1.67 111 0 0.00 0 ive ress.------------------ TOTALS = 830 2,415 Totals used for Soil Pressure, Pv Not Included= 2,828 6., 088 2,828 6,088 .......................................... 8" CONC. �� #4 @ 16 Vert @ Edge #5 @ 18" . Horiz,,i ".......... vl�:.....:a :: .......... ............................................................................,...............i/ ...............:::,:. c .............................................................................. .� #4 HORIZ. AS SHOWN le)(Z3 372 P sf 1417 psf '" CL n BBA Engineering Title: GARAGE 2060 Park Avenue Descr: 6' CONDITION Oroville, CA 95966 Page to of (916) 534-1911 Job #: 97058 By:CCM Date: 7/18/97 Fax (916) 534-0908 -------------------------------------------------------------------------------- RetainPro 3.1(c)1993 File:97058.RPF CANTILEVERED RETAINING WALL DESIGN -------------------------------------------------------------------------------- Pg 1 of 2 ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS-------- Allowable Bearing = 1,500 psf Axial DL on Stem = 550 plf Active Lateral EFP = 30.0 psf Axial LL on Stem = 80 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 50.0 psf Passive Lateral = 250 pcf Using Surcharge to resist Soil Density = 120.0 pcf overturning @ Heel No Soil Ht over Toe = 6.0 in @ Toe No ------ ADDED LATERAL LOADS------- -------- ADJACENT FOOTING---------- Lateral Load Acting Vertical load = 2,000 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 1.67 in Footing Width (perp) = 1.00 ft Add'! Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 2.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face [+/-J = 0.00 ft Footing Type Square ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 6.00 ft Toe Width = 1.58 ft Wall Ht. above soil = 0.00 ft Heel Width = 2.17 ft Total Wall Height = 6.00 ft ------- Key Depth = 12.00 in Total Width = 3.75 ft Key Width = 12.00 in Thickness = 12.00 in Key Dist. to Toe = 1.580 ft ------------------------------- -------------------------------- Pressure @ Toe = 1,448 psf Factors of Safety: Pressure @ Heel = 400 psf Overturning = 2.53 :1 Allowable Press. = 1,500 psf Sliding = 1.57 :1 Eccentricity = 4.25 in Allowable Shear = 76.03 psi Resultant Within Middle Third 1-Way Shear @ Toe = 15.8 psi Note: Pv Not Used for Soil Pres. 1-Way Shear @ Heel = 5.6 psi --------------------------_-- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.250 Tot Lateral Force*1.5= 1,551.2 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 781.3 # Factor of Safety = 1.57 (-)Friction = 846.1 # Add'! Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors)---Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 2,143 592 psf Fy = 60,000 psi Mu - Upward = 0 0 ft-# Upward soil pres. used on heel Mu - Downward = 0 0 ft-# -------- Rebar Choices -------- Mu - Design = 49 49 ft-# Toe(bot) Heel(top) One-Way Shear: Mu=Stem! Mu=Stem! #4 @Not Reqd in Not Reqd in vu - 15.84 5.56 psi #5 @Not Reqd in Not Reqd in vn=2(f'c)1/2*.85= 76.03 76.03 psi #6 @Not Reqd in Not Reqd in Rebar CL To Edge = 3.50 2.50 in #7 @Not Reqd in Not Reqd in . Depth to steel = 8.00 9.00 in #8 @Not Reqd in Not Reqd in Ru = Mu/bd^2 = 0.0 0.0 #9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.0033 #10 @Not Reqd in Not Reqd in BBA Engineering Title: GARAGE 2060 Park Avenue Descr: 6' CONDITION 3,240 Oroville, CA 95966 Page f1l ofZ 3 (916) 534-1911 Job #: 97058 By:CCM Date: 7/18/97 Fax (916) 534-0908 RetainPro 3.1(c)1993 File:97058.RPF --------------------------------- STEM DESIGN ---------------------------------- 75 (Values shown for concrete stems have been factored) Pg 2 of 2 0 I- Descending Stem Sections, Highest @ Left -� Stem Construction Data ------------------------------------------------------------------------- Highest (use columns from left to right) 1,349 DESIGN HT. ABOVE FTG. = 5.00 ft WALL TYPE ABOVE HT. :Concrete Thickness (nominal) = 8.00 in Rebar Size = # 4 0 Rebar Spacing = 16.00 in Rebar Placed at Edge 0 DESIGNDATA .............. ................................................. fb/Fb + fa/Fa = 0.012 0 Lateral Load @ Design Ht = 171 # MOMENT..... Actual = 49 ft-# Allowable = 4,069 ft-# SHEAR...... Actual = 2.29 psi Allowable = 76.03 psi Embedment Length Req'd = 9.39 0 Wall Weight = 100.0 psf Rebar Placed at Depth 'd'= 6.25 in MASONRY DATA ............. ..................... 1.88 f'm - .........................Psi Fs = psi Grouting Special Inspection 0 0.00 n : Es / Em - Short Term Increase _ CONCRETE DATA............. ................. ..........................Psi f'c = 2,000 , FY = 60,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments -I- Resisting Moments -� Origin of Force: ---------------- # ft ft-# # ft ft-# -------- Heel Active Press. = ---------------------- ----- --------- 823 2.46 2,021 Soil over Heel = Toe Active Press. _ Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge @ Heel = Surcharge @ Toe = Axial Load on Wall = Load @ Proj. Wall = Averaged Stem Wts. _ Earth Behind Stem = Added Lateral Load = Footing Weight = Key Weight = Vert. Componant of = Active P ress.------------------ TOTALS = 1,034 3,354 --------- --------- Totals used for Soil Pressure, Pv Not Included= 3,385 8,469 3,385 8,469 1,080 3.00 3,240 -34 0.50 -17 95 0.79 75 0 0.00 0 245 5.50 1,349 847 3.00 2,541 0 0.00 0 0 0.00 0 0 0.00 0 0 550 1.92 1,054 0 0.00 0 100 1.92 192 0 0.00 0 0 0.00 0 562 1.88 1,055 150 2.08 312 0 0.00 0 ress.------------------ TOTALS = 1,034 3,354 --------- --------- Totals used for Soil Pressure, Pv Not Included= 3,385 8,469 3,385 8,469 . i • N O O 8" CONC. #4 @ 16" Vert @ Edge' ;_, 3�i� (l►ti� I��Q0�11.1))�I #5 @ 18" Horiz M ........ L................................................................. .i. is ,Q ...... .................................................. N #4 HORIZ. AS SHOWN 22/23 r� 4 C.0 ui r78 -n ��� CA LX*�4� Pp= 781 # <<<>> 4 00 psf 1448 psf GL 00in Sincerely veorge K. xe Plan Check E; cc: Alan G. Brown 2060 Park Avenue 6150--=J 6-c'e i 10-6-97 Oroville, CA 95965 •. a j, . �9p�0..:- (�j- • �� LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES R.E. Damberger Construction 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 1737 Wyandotte �- 5G✓ i Cm'(7 TELEPHONE: (916) 538-7541 Oroville, CA 95966 FAX: (916) 538-2140 Re: Single family Residence Date: 10/1/97 A.P. No. 041-320-019 Permit #97-1964 With reference to the above subject, attached is: U DOD [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as necessary [x] Submit additional calculations as requested [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:00 PM. Sincerely veorge K. xe Plan Check E; cc: Alan G. Brown 2060 Park Avenue 6150--=J 6-c'e i 10-6-97 Oroville, CA 95965 PLAN CHECK LIST Permit Applicant: R. E. Damberger Permit #97-1964 Date: 10/1/97 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: Please provide engineering calculations for the restrained retaining wall used in the building's foundation (shown in Section A, Plan Sheet 1). Include complete design on the plans, indluding maximum height, rebar clearance, etc. OrN4►F,'j"v'?PiiMPLO (��hhi ;Provide specifications'for the grayel'fi�ll�Include relative compaction. What is the maximum depth of fill and the testing schedule proposed? ,,,,,4!�The structural calculations include three different cantilevered retaining walls. Where will these be used? Fo'vo o1'JACV,1;q OWL. -.51N 1s-> el' L(,U.L, 4--r.t&t+-,� FizeJO) (�1`r f�J+ - #.A4 -e., rt- Cp N ►"S"ia S ; 5 900 N [" 1 1 . 97058 8-8-97 1 AXEL MARTENS STRUCTURAL DESIGN BUTTE COUNTY GOVERNING CODE 1994 UBC WIND 75 MPH - EXPOSURE 'C' SEISMIC ZONE 3 CONCRETE - 2000 PSI. REBAR .#4 - . GRADE 60 LUMBER - 2X, 3X, 4X - DF #2 6X - DF #1 ®Q,q.pFESS/off uj " zs a :0 Vii - CN ew 4 a �� 1� VJN-(A- � TL, 2100 SSL � � 2d � * b" A('30-7 I'Vots ell i .. .. ... ... ....... ... "I ... .... .. . It 5 i S �Or Ce i Z U� +- � ZO Z Oil i f I I 12� 00 4 26' U =I%O SII IN �2 ' �116it 10 �6►2 S �s � R ��►8)o ti 50 2Z b W f/ r-.:, ,59(,o 3I� N 7JYt3 Wk. lul 2-� 3 cot C 5 l3 - �2 z 1� — 1s i I Q� I CA ti a r-.:_ I q 80 5d SBA Engineering Title: GARAGE. 2060 Park Avenue Descr: 4' CONDITION Droville, CA 95966 Page I2 of 23 (916) 534-1911 Job #: 97058 By:CCM Date: 7/18/97 Fax (916) 534-0908 -------------------------------------------------------------------------------- RetainPro 3.1(c)1993 File:97058.RPF CANTILEVERED RETAINING WALL DESIGN -------------------------------------------------------------------------------- Pg l'of 2 ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS -------- Allowable Bearing = 1,500 psf Axial DL on -Stem = 550 plf Active Lateral EFP = 30.0 psf Axial LL on Stem _ = 8'0 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 50.0 psf Passive Lateral = 250 pcf Using Surcharge to resist Soil Density = •120.0 pcf overturning @ Heel No -Soil Ht over Toe = 6.0 in - @ Toe No ------ ADDED LATERAL LOADS ------- -------- ADJACENT -FOOTING ---------- Lateral Load Acting Vertical load = 2,000 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 1.67 in Footing Width (perp) = 1.00 ft Add'1 Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 2.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face [+/-] _ -0.00 ft Footing Type Square ---------------------------- WALL & FOOTING DATA ------- ------------------- Retained Height = 4.00 ft Toe Width = 1.08 ft Wall Ht. above soil = 0.00 ft Heel Width = 1.67 ft Total Wall Height = 4.00 ft ------- Key Depth = 6.00 in Total Width = 2.75 ft Key Width = 6.00 in Thickness = 12.00 in Key Dist. to Toe = 1.083 ft ______ --____ ----------= SUMMARY--------------- -------------------------------- Pressure @ Toe = 1,379 psf Factors of Safety: . Pressure @ Heel = 399 psf Overturning = 2.61 :1 Allowable Press. = 1,500 psf Sliding = 1.68 :1 Eccentricity = 3.03 in Allowable Shear. = 76.03 psi Resultant Within Middle Third. 1 -Way Shear @ Toe = 7.2 psi Note: Pv Not Used for Soil Pres. 1 -Way Shear @ Heel = 0.9 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.250 Tot Lateral Force*1.5= 975.6 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 500.0 # Factor of Safety = 1.68 (-)Friction = 591.4 # Add'1 Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) ---Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 2,067 598 psf Fy = 60,000 psi Mu - Upward = 0 0 ft-# Upward soil pres. used on heel Mu - Downward = 0 0 ft-# -------- Rebar Choices -------- Mu - Design = 49 49 ft-# Toe(bot) Heel(top) . One -Way Shear: Mu=Stem! Mu=Stem! #4 @Not Recgd in Not Reqd in vu - vn=2(f'c)1/2*.85= 7.16 76.03 0.94 76.03 psi #5 @Not Reqd in psi #6 @Not Reqd in Not Reqd Not Reqd in in Rebar CL To Edge = 3.50 2.50 in #7 @Not Reqd in Not Reqd in Depth to steel = 8.00 9.00 in #8 @Not Reqd in Not Reqd in Ru = Mu/bd^2 = 0.0 0.0 #9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.0033 #10 @Not Reqd in Not Reqd in BBA Engineering Title: GARAGE. 2060 Park Avenue Descr: 4' CONDITION Oroville, CA 95966 Page 105 of t-3 (916). 53471911 Job #: 97058 By:CCM Date: 7/18/97 Fax (916) 534-0908 RetainPro 3.1(c)1993 File:97058.RPF . --------------------------------- STEM DESIGN ---------------------------------- (Values shown for concrete stems -have been factored) Pg .2 of 2 I- Descending Stem Sections, Highest @ Left -� Stem Construction Data ------------------------------------------------------------------------- Highes.t.- (use columns from left to right) DESIGN HT. ABOVE FTG. = 3.00 ft WALL TYPE ABOVE HT. :Concrete Thickness (nominal) = 8.00 in Rebar Size = # 4 Rebar Spacing = 16.00 in Rebar Placed at :. Edge DESIGN DATA .............. ....................... ......................... fb/Fb + fa/Fa = 0.012 . Lateral Load @ Design Ht = 171 # MOMENT..... Actual = 49 ft-# Allowable = 4,069 ft-# SHEAR...... Actual = 2.29 psi Allowable- = 76.03 psi Embedment Length Req'd = 9.39 Wall Weight = 100.0 psf Rebar Placed at Depth 'd'= 6.25 in MASONRY DATA ............. ....................... .......................Psi f'm _ Fs = psi Grouting _ Special Inspection : n : Es / Em - Short Term Increase - CONCRETE DATA............ ................ ..............................Psi f'c = 2,000 Fy = 60,000 psi ----------------------=-- SUMMARY OF FORCES & MOMENTS ---------------------- �- Overturning Moments Resisting Moments -� Origin of Force: ---------------- # ft ft-# # ft ft-# -------- Heel Active Press. = --------------- 438 1.79 781 ------- ----- --------- Soil over Heel = 482 2.25 1,083 Toe Active Press. _ -34 0.50. -17 Soil over Toe = 65 0.54 35 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg. Load = 247 3.55 874 719 2.25 1,617 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 550 1.41 777 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 100 1.41 141 Earth Behind Stem = 0 0.00 0 Added Lateral Load = 0 0.00 0 Footing Weight = 412 1.38 567 Rey Weight = 37 1.33 50 Vert. Componant of = 0 0.00 0 Active Press. --------- --------- -------- TOTALS = --------- 650 1,639 2,366 --------- 4,271 --------- -------- Totals used for Soil Pressure, Pv Not Included= 2,366 -------- 4,271 8" CONC. #4 @ 16" Vert @ Edge.,.... #5 @ 18" Horizpt io #4 HORIZ. AS SHOWN ............. . . ry Nr V, CIL- D7/b � .. ......... ................ ........... ...................... ....... ........................................................... iD 0 Mt5 ,399 R sf 1379 psf >' L I Q -t3 BBA Engineering Title: GARAGE. 2060 Park Avenue Descr: 5' CONDITION 3roville, CA 95966 - Page of (916) 534-1911 Job #: 97058 By:CCM Date: 7/18%97 Fax (916) 534-0908 -------------------------------------------------------------------------------- RetainPro 3.1(c)1993 File:97058.RPF CANTILEVERED RETAINING WALL DESIGN -------------------------------------------------------------------------------- Pg 1 of 2 ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS -------- Allowable Bearing = 1,500 psf Axial DL on Stem = 550 plf Active Lateral EFP = 30.0 psf Axial LL on -Stem = 80 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 50.0 psf Passive Lateral = 250 pcf Using Surcharge to resist Soil Density = 120.0 pcf overturning @ Heel No Soil Ht over Toe = 6.0 in @ Toe No " ------ ADDED LATERAL LOADS ------- -------- ADJACENT FOOTING ---------- Lateral Load Acting Vertical load = 2,000 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 1.67 in Footing Width (perp) = 1.00 ft Addll Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 2.00 ft ...he ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face [+/-] = 0.00 ft Footing Type :'Square ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 5.00 ft Toe Width = 1.33 ft Wall Ht. above soil = 0.00 ft Heel Width = 1.92 ft Total Wall Height = 5.00 ft ------- Key Depth = 8.00 in Total Width = 3.25 ft Key Width 8.00 in Thickness = 12.00 in Key Dist. to Toe = 1.333 ft Pressure @ Toe = 1,417 psf Factors of Safety: Pressure @ Heel = 372 psf Overturning = 2.52 :1 Allowable Press. = 1,500 psf Sliding = 1.56 :1 Eccentricity = 3.80 in Allowable Shear = 76.03 psi Resultant Within Middle Third 1 -Way Shear @ Toe = 11.5 psi Note: Pv Not Used for Soil Pres. 1 -Way Shear @ Heel = 3.3 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.250 Tot Lateral Force*1.5= 1,245.0 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 586.8 # Factor of Safety = 1.56 (-)Friction = 707.0 # Add'! Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) ---Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 2,112 555 psf Fy = 60,000 psi Mu - Upward = 0 0 ft-# Upward soil pres. used on heel Mu - Downward 0 0 ft-# -------- Rebar Choices -------- Mu - Design = 49 49 ft-# Toe(bot) Heel(top) One -Way Shear: Mu=Stem! Mu=Stem! #4 @Not Reqd in Not Reqd in vu - 11.46 3.25 psi #5 @Not Reqd in Not Reqd in vn=2(f'c)1/2*.85= 76.03 76.03 psi #6 @Not Reqd in Not Reqd in Rebar CL To Edge = 3.50 2.50 in #7 @Not Reqd in Not Reqd in Depth to steel = 8.00 9.00 in #8 @Not-Reqd in Not Reqd in Ru = Mu/bd^2 = 0.0 0.0 #9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.0033 #10 @Not Reqd in Not Reqd in BBA Engineering Title: GARAGE. 53 2060 Park Avenue Descr: 5' CONDITION 0 Oroville, CA 95966 Page 11 of 73 (916) 534-1911 Job #: 97058 By:CCM Date: 7/18/97 0 Fax (916) 534-0908 RetainPro 3.1(c)1993 File:97058.RPF 0 --------------------------------- STEM DESIGN ---------------------------------- 915 (Values shown for concrete stems have been factored) Pg.2 of 2 0 �- Descending Stem Sections, Highest @ Left -� Stem Construction.Data ------------------------------------------------------------------------- Highest .(use..columns from left to right) 792 DESIGN HT. ABOVE FTG. = 4.00 ft WALL TYPE ABOVE HT. :Concrete 0 Thickness (nominal) = 8.00 in Rebar Size = # 4 Rebar Spacing = 16.00 in Rebar Placed at Edge DESIGN DATA.. ............ ........................ ........................ fb/Fb + fa/Fa = 0.012 Lateral Load @ Design Ht = 171 # MOMENT..... Actual = 49 ft-# Allowable = 4,069 ft-# SHEAR...... Actual = 2.29 psi Allowable = 76.03 psi Embedment Length Req'd = 9.39 Wall Weight = 100.0 psf Rebar Placed at Depth 'd'= 6.25 in MASONRYDATA............. ................................................ f'm = psi FS = psi Grouting Special Inspection n : Es / Em = Short Term Increase = CONCRETE DATA............ ........ ............. ........................Psi f'c = 2,000 Fy = 60,000 psi --------------------------SUMMARY OF FORCES & MOMENTS ---------------------- �- Overturning .Moments -I- Resisting Moments. -I Origin of Force: ---------------- # ft ft-# # ft ft-# -------- Heel Active Press. = ---------------------- ----- --------- 615 2.12 ' 1,305 Soil over Heel Toe Active Press. Soil over Toe Sloped Soil @ Heel Adjacent Ftg. Load Surcharge @ Heel Surcharge @ Toe Axial Load on Wall Load @ Proj. Wall Averaged Stem Wts. Earth Behind Stem Added Lateral Load Footing Weight Key Weight Vert. Componant of Actio P -34 0.50 249 4.53 0 0.00 0 0.00 0 0.00 0 0 0 0 752 2.62 1,973 80 0.67 53 0 0.00 0 792 2.62 2,078 0 0.00 0 0 0.00 0 550 1.66 915 100 1.66 166 0 0.00 0 487 1.63 792 67 1.67 111 0 0.00 0 eress.----------------------------------- TOTALS = 830 2,415 2,828 6.,088 --------- --------- -------- --------- Totals used for Soil Pressure, Pv Not Included= 2,828 6,088 .. . ........... . . ... . ... ;, 8" CONC. ............... Or #4 @ 16" Vert @ Edge #5 @ 18" Horiz,,�, lows ok .......... ....................................................... .................. ........................ #4 HORIZ. AS SHOWN Vikof E S sl ev / 0� 7 IL Pp= 587 # 3 72p s f 1417 psf CL n lei/Z3 BBA Engineering Title: GARAGE 2060 Park Avenue Descr: 6' CONDITION Oroville, CA 95966 Page to of Z'3 (916) 534-1911 Job #: 97058 By:CCM Date: 7/18/97 Fax (916) 534-0908 --------_------------------------------------------------------------------------ RetainPro 3.1(c)1993 File:97058.RPF -------------------------------------------------------------------------------- CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS-------- Allowable-Bearing = 1,500 psf Axial DL on Stem = 550 plf Active Lateral EFP = 30.0 psf Axial LL on Stem = 80 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=1evel)= 0.0:1 Surcharge over Heel = 50.0 psf Passive Lateral = 250 pcf Using Surcharge to resist Soil Density = 120.0 pcf overturning @ Heel No Soil Ht over Toe = 6.0 in @ Toe No -_---- ADDED LATERAL LOADS ------- -------- ADJACENT FOOTING ---------- Lateral Load Acting Vertical load = 2,000 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 1.67 in Footing Width (perp) = 1.00 ft -Add'l Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 2.00 ft . ...height to stop = 0.00 ft Ftg..Base Above/Below Soil ..:height to start = 0.00 ft At Wall Face 0.00 ft Footing Type Square . ----------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 6.00 ft Toe Width = 1.58 ft Wall Ht. above soil = 0.00 ft Heel Width = 2.17 ft Total Wall Height = 6.00 ft ------- Key Depth = 12.00 in Total Width = 3.75 ft Key Width = .12.00 in Thickness = 12.00 in Key Dist. to Toe = 1.580 ft SUMMARY"====____________________________ Pressure @ Toe = 1,448 psf Factors of Safety: Pressure @ Heel = 400 psf Overturning = 2.53 :1 Allowable Press. = 1,500 psf Sliding =- 1.57 :1 Eccentricity = 4.25 in Allowable Shear = 76.03 psi Resultant Within Middle Third 1 -Way Shear @ Toe = 15.8 psi Note: Pv Not Used for Soil Pres. 1 -Way Shear @ Heel = 5.6 psi ----------------------_----�-- SLIDING CHECK ------------------------------ -Ftg/Soil Friction = 0.250 Tot Lateral Force*1.5= 1,551.2 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 781.3 # Factor of Safety = 1.57 (-)Friction = 846.1 # Add'! Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) ---Toe--- --Heel-- f'c = 2,000 psi ACI 9.1 Pressure = 2,143 592 psf Fy = 60,000 psi Mu - Upward = 0 0 ft-# Upward soil pres. used on heel Mu - Downward = 0 0 ft-# -------- Rebar Choices -------- Mu - Design = 49 49 ft-# Toe(bot) Heel(top) One -Way Shear: Mu=Stem! Mu=Stem! #4 @Not Reqd in Not Reqd in vu - 15.84 5.56 psi #5 @Not Reqd in Not Reqd in vn=2(f'c)1/2*.85= 76.03 76.03 psi #6 @Not Reqd in Not Reqd in Rebar CL To Edge = 3.50 2.50 in #7 @Not Reqd in Not Reqd in Depth to steel = 8.00 9.00 in #8 @Not Reqd in Not Reqd in Ru = Mu/bd^2 = 0.0 0.0 #9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.0033 #10 @Not Reqd in Not Reqd in BBA Engineering Title: GARAGE 2060 Park Avenue Descr: 6' CONDITION Oroville, CA 95966 Page f1l ofZ 3 (916) 534-1911 Job #: 97058 By:CCM Date: 7/18/97 Fax (916) 534-0908 RetainPro 3.1(c)1993 File:97058.RPF --------------------------------- STEM DESIGN ---------------------------------- (Values shown for concrete stems have been factored) Pg 2 of 2 I- Descending Stem Sections, Highest @ Left -� Stem Construction Data ------------------------------------------------------------------------- Highest (use columns from left to right) DESIGN HT. ABOVE FTG. = 5.00 ft WALL TYPE ABOVE HT. :Concrete Thickness (nominal) = 8.00 in Rebar Size = # 4 Rebar Spacing = 16.00 in Rebar Placed at Edge DESIGNDATA .............. ................................................ fb/Fb + fa/Fa 0.012 Lateral Load @ Design Ht = 171 # MOMENT..... Actual = 49 ft-# Allowable = 4,069 ft-# SHEAR...... Actual = 2.29 - psi Allowable = 76..03 psi Embedment Length Req'd = 9.39 Wall Weight = 100.0 psf Rebar Placed at Depth 'd'= 6.25 in MASONRY DATA............. .................. ............................Psi f'm - Fs = psi Grouting . Special Inspection : n : Es / Em - Short Term'Increase - CONCRETE DATA............ ................. .............................Psi f'c = 2,000 FY = 60,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments Resisting Moments =� Origin of Force: # ft ft-# # ft ft-# Heel Active Press. = -- --------------- 823 2.46 2,021 ------- ----- --------- Soil over Heel = 1,080 3.00 3,240 Toe Active Press. _ -34 0.50 -17 Soil over Toe = 95 0.79 75 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg. Load = 245 5.50 1,349 847 3.00 2,541 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 550 1.92 1,054 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 100 1.92 192 Earth Behind Stem = 0 0.00 0 Added Lateral Load = 0 0.00 0 Footing Weight = 562 1.88 1,055 Key Weight = 150 2.08 312 Vert. Componant of = 0 0.00 0 ActivePress. --------- --------- -------- --------- TOTALS = --------- 1,034 3,354 3,385 8,469 --------- -------- Totals used for Soil Pressure, Pv Not Included= 3,385 --------- 8,469 0 0 8" CONC. �.,✓ t #4 @ 16" Uert @ Edge #5 @ 18" Horiz ................................................................ #4 HORIZ. AS SHOWN V-/73 ...............................................,:............ . ' /. )• j' ....... ' ............................................................ N j: j: 0 0 8" CONC. �.,✓ t #4 @ 16" Uert @ Edge #5 @ 18" Horiz ................................................................ #4 HORIZ. AS SHOWN V-/73 400 a sf GL 00in r - 17N qll-ql r--- "59bo �.. IL Ig6a in V A' Sic ;P w 2 A6's in in