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HomeMy WebLinkAbout069-530-040• ,. - ��, � r. ,, sem' ,+' a 069-530-040 02-1343 BYERS, DIANA 1Y� FO W LER CT., OROVILLE CONT: BETTER BUILDERS 'NAL I RETAINING WALL 7 V 069.530-040 02.1973 'NA BYERS, DIANA 9 FOWLER CT., OROVILLE CONT: BETTERBUILDERS NEW SINGLE FAMILY WIATTACH GARAGE 03-0715 069-530-040 BYERS, DIANA 9 FOWLER CT, OROVILLE IN Cont: BETTER BUILDERS ADD WINDOW TO STORAGE 069-530-040INAL C BYERS, DIANNA 9 FOWLER CT, OROVILLE CONT: ADONIS POOLS POOL-MASTER#97-50 roof m Sear NOTES RESIDENTIAL_ T 03-1027 069-530-040 PERMIT N0. ",-BYERS, DIANNA _ 9 FOWLER CT, OROVILLE CONT: ADONIS POOLS POOL-MASTER#97-50 L I� v /D SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date)—d2.103 Signature CHECKED BY J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 2. Ftg., Main; Soils -Elect Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /' Ftg. Depth 52. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 53. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 6a. Hold Downs and Special Anchors Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 7. Slab, Steel -Wrapped Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 8. Piers -Fireplace Ftg.-Steel Siding -Nailing Veneer 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Glazing Area -Glass Protection -Skylights -Plastic 11. Water Pipe; Test -Anchors -Regulator -Service Test Shear Walls; Nailing -Bolts 12. Electric Underground Brace Interior/Exterior Wall Panels 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection _ 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Date 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes O No Date 32. Service -Riser Conductors & Ground Main Disconnect Comments at Final: 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'§ 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels - 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes D No/Walks Q Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: = OK = Not OK = Not Readyable ,MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer.Connected-C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. - Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date C4rd B-1 Date Card B-1 Date 0 tans) OK except #'s Setb asements Compaction -Structure Stability Pool Structure; Steel -Connections -Thickness Dead Men -Lining fl,efrec.,-Beceptacles and Lighting, Distance-GFI t5r�.ec,.Pool Lighting;145 Volts-GFI ec.•,Enclosures; Conduit Entries -Terminals -Listed ecJ Bonding; Metal w/5' -Circulating Equip. -Heater ec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes dsures-Panelboards-Ins. to Main Conduit a th Department Approval m§ .; -Cir. Test -Water Supply Test 1 t fiche 1 nclosure; Fencing -Alarms Date f ( Q2 Card B 1 Date Card B-1 Date Card B-1 Date Card B-1 ;1 COUNTY OF BUTTE BUILDING DIVISION''" DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER / PERMIT NO. A routineinspectionindicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, o'r need additional explanation, please contact this office immediately. .i n.. l t i { A /1 Date � Inspector 4/ REV 19/92 f v COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDI G DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 38-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT &_�? - / O z, 7 ASSESSOR PARCEL NUMBER 069-530-040 040n ZONING R-1 BUILDING PERMIT • OWNER BYERS.. DINNA TELEPHONE 589 -9 09 SO, FT. OCC. BUILDING VALUATION ON FS 20.000.00 .OWNERS MAILING ADDRESS n mmn cr. oROVILLF. 95966 CONTRACTOR'S NAME ADONIS POOLS TELEPHONE CONTRACTORS MAILING ADDRESS 12 PRFASAN"I RIJN COURT CHICO CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 20.0M.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 20 .00 ARCHITECT OR ENGINEERS MAILING ADDRESS ' Plan Checking Fee $ 23WO BUILDING ADDRESS _ Run , ('� 959f Energy Plan Checking Fee $ $ PERMIT FEE $ 250.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF O; 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 TYPE OF WORK New ❑ Addition ❑ Remodel O""®rities ❑ Installation Other D Describe Work: NM L MIMI,= 4 97 Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S I G I W 1@20.00 PERMIT FEE S 35.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service ' A oR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I License Class Lic. No. t OWNER -BUILDER DECLARATION �' I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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 workeis' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensaatiyon nsurance carrier and policy number are: Carrier �11- Main Service TO 46.00so CCU000A WEE200A NEW CONST. DWELLING OCCUP. OR AODNS. a ACC. BLDS. SO 3.5¢FT; NON -R SIDZ'TI.OUTLET @7,50 POWEPPARATUS &SINGLER AOUTLET CIR. EX. Occup. OUTLET OR FIXTURES .00 BAL @ X.50 Ex. Occup. oLITEL�°Ts(RREEs,6.)0EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PODL LL's MTC 1 130.00 130.00 PERMIT FEE $ 50.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood 6.50 Ventilation } PERMIT FEE $ Policy Number 9!!�z"' (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 forthwith c ply with -those provisions. X Date / " Sig eture-of`Appl'icant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 335.00 HAZ. .........�,. D. FEES IMP �.., FLOOD ..�.................. CDF PARCEL PD HD ISSUE, This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have / / y (/� t+ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. / / Jf� /� Date r // u! 1 A Dale Receipt No. 3759% *335.00 WHITE-D.D.S.-B. D. CANARY•ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96), APPLICATION AND PERMIT 02 ASSESSOR PARCEL NUMBER 069-530-040 ZON1NO R-1 BUILDING PERMIT OWNER BYMS DIANNA TELEPHONE 589-9109 SO. FT. OCC. BUILDING VALUATION CONT EST 20 000.00 . OWNERS MAILING ADDRESS 0 ILLE 95966 CONTRACTOR'S NAME ADONIS POOLS TELEPHONE CONTRACTORS MAIUNG ADDRESS 12 PHEASAK RUN COURT CHICO, CA 9597-1 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 20-000.00 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 207,00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2 7. BUILDING ADDRESS ,T, OgOVTLLLE 95966 Energy Plan Checking Fee $ $ PERMIT FEE $ 250.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 S Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑Remodel Util' s ❑ InstallXOther j Describe Work: C O �. Gas piping system 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ Z; ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING License Class Lic. No. OWNER -BUILDER DECLARATION 1 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. ❑ 1, 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 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' kers' c� ran�carrier ani policy number are:c 4 - / 4;-,- PolicyNumber �'%_ (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 111; a. agree that d I should become subject to the workers' co s 'on pro ' 'ons o action 3700 of the Labor Code, I shall forthwith ith e p visions. X Date A��/ O y S' ure pplicant - ❑ 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 TO l 46.00so NEW CONST. DWELLING OCCUP. S° U N: OR ADONS. ( a ACC. BLDS. 3.50FT. RESID. MULTI-OIJTLEf @7.50 a R A OUTLET CSI IR. OUTLET OR FDITUREs Ex, Occup. BAL o': o FNED APPLNS. OR 5.00 Ex. Occup. oLmFrs REBID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL ELECT,iC 1 30.00 30.00 PERMIT FEE $ 50.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $Carrier Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 335. QQ HAZ. __ O. FEES IMP _______ FLOOD ____ COF PARCEL PD HD _ ISSUE This permit is hereby issued under of the Butte Coun Code and/or indic d ab a fo hich fees have /v 4t PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date /�Q 4// Dee ReceiptNo. 375994 $335.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ®r w •, Y . . r 149 -T* 'w t� a '•'+M^.". S^""t i'i�`"` ,f�.9 �,,, � �,T .,�„ VwWr COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIV610NCP r, 7 County Center Drive, Oroville, CA' 95965 Phone (530)538-7541 Fax (530)538-2140 �� / PERMIT APPLICATION DATA SHEET t' OWNER: ASSESSOR PARCEL NUMBER 6 9 -3d w(1 v 11T Proposed Building Use: Counter Technician ' Date: /t Items required in order pt ao ao ply for a permit. All boxes MUST be checked OR marked NA in order to apply. t Plot plans, 3 or 4 sets, signedty the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 1 ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. , ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received E 8. Flood Elevation Certificate; wet -stamped and signed, in duplicate ............................... ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings............................................................. ❑ 11'"Detached Accessory Building Form filled out by the owner ....................... • ............. ❑ 12. Hazardous Material Form ........................-- ..........................................:. _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) O, 1'4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... rJ0 15. Statement of Intent for Non -heated and A/C Buildings... I .............................. 6 Sanitation and _plot plan approval from the Environmental Health Department in 17. City of Chico Plumbing permit........................................................................ — ti ❑ •18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: _ ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... _ :? ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). — ❑ 22. Pre -Inspection for w required ................ _ 0/23. Contractor's license information. (Num6er, Name Style, Classification) ...................... _ El 24. Worker's Compensation Carrier and Policy Number .........:....:.............................. _ A10.1 25. Owner -Builder Verification (0 Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter, of Signature authorization ........................._............................................. —_ ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... _ 0' 28. Manufactured home utility clearance................................................................ _ 70 29. Existing violations and/or expired permits ..................... :................................... _ ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: _ When issued Telephone — / and hold for pickup. I have been informed of the ab�items' and requi er ments for obtaining a building permit: � Appli nom/ /% _Dat • In ..• l.i1L ' ••T 1. Indermit application for the above items numbered: Plan Check Letter 2. Additional items required , Contractor,_ designer, owner, was advised cf the above data,by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, own r, was advised of the ab e d a by ❑ phone, ❑ mail, ❑ counterby Date: ot Plans reviewed by: Date: I/ D Plans approved by: ��7_ Date: / D_ Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Division National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BMPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractoraware that the selected BNTs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BMPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BNIPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision iri accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurateranWmplete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan NOTES i ) i t RESIDENTIAL L 069-530-040 1` 02-1348 ► PERMIT NO.; BYERS, DIANA FOWLER CT., OROVILLE CONT: BETTER BUILDERS RETAINING WALL 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY . /= OK 0 = Not OK - = Not Applicable = Not Ready Date RESIDENTIAL (� Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground MECHANICAL (Permit) OK except #'s 88. 35. A.C. Ducts Insulation & Support 89. 36. Vent Fan, Exhaust above insulation 90. 37. Condensate Drain & Overflow, Size & Grade 91. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 92. 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing r' dingle & Duplex) ' Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47' Cling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive ❑ Yes U No/Walks J Yes J No/Planters U Yes fQ No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V=OK Card B-1 Date Card B-1 L<= Not OK 1. = Not Applicable MOBILE HOMES = Not Ready Footings; Size -Spacing -Marriage Line Date MOBILE HOME UTILITIES (Plans) OK except #'s 4. 1. Zoning Requirements -Setbacks -Easements 5. 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, VE , CARPORTS GARAGES (Plans) OK except #'s Zo Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main 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 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541P��RMI�� (Rev.12/96) APPLICATION AND PERMIT ���1'�'�" ASSESSOR PARCEL NUMBER 069-530-040 ZONING BUILDING PERMIT OWNER c, TELEPHONE e_ o SO. FT. OCC. BUILDING VALUATION • OWNERS MAIUir. ADDRESS L o CONTRACTOR'S NAME TELEPHONE 589-2574 CONTRACTORS MAILING ADDRESS DR OROVILLE, Q4 95966 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 9 000.00 ARCHITECT OR ENGINEER LICENSE NO. $ 20.00 —FilingFee Permit Fee $ 108.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING E FOWLER CT., OROVILLE Energy Plan -Checking Fee $ $ PERMIT FEE $ 198.20 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other ❑ Describe Work: RETAINING WALL ONLY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AOV OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is inforce and effect. %��S License Class Lic. No. 2� ./ 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 Main Service 200% To ,000A 46.00 NEW CONST. DWEWNO OCCUP. OR ADDNS. ( a ACC. BLOS¢FT. SO NEW CONST. I.OUTLET NON•RESID. MULT @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL o .so FIXED APPLNS. OR Ex. Occup. ouTLETs RESID. El 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 9 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. ®' I 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 insu anc carrier and policy number are: Carrier _9,71 � �ic�. Policy Number 6#; 1 (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 forthwith comply with those provisions. X Date S'o2 0.2 Signature of plicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA ermlt is required for excavations over 60" deep and demolition or construction ures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 198.20 FEES IMP I FLOOD I CDF PARCEL I PD HD S 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. - - 6-6-02 By DateNo. PERMIT EXPIRES OND.S.-B.D. (Date) CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t r ., M1� -.?4z. ^•'nf""'�w-�'.'"'=:.-'tiirri..',.7'r.•r ..----•... --'sem.- ,r' :; �'--'w....} ' ^��--a.�.ww.„� r'i` 'ny-v'.. :.y�_l..nv ,N -+Y.`. ," o.. �: *tom, ,. �• . COUNTY OF BUTTE-DEPARTMENTIOF-DEVELOPMENT SERVICES -BUILDING DIVISION , .�, 7 County Center Drive, Oroville, CA 95965 Phone (530)53:8-7541 Fax (530)538-2140 ' PERMIT APPLICATION DATA SHEETPbl ASSESSOR PARCEL N OWNER: UMBER � 1 ... , Proposed Building Use: Counter Technician: Date: �` , Items required in order to apply for a permit. All boxes MUST be checked OR ma d NA in order to apply. ❑ 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliarice design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.......................................................... ❑ . 11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other •• Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit........................................................................ O 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: (p ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ X❑ 3. C6ntractor's license information. (Number, Name Style, Classification) ...................... 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 2 . Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization..................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits ......................... :............................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, wasvised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: O o2 . Note transfer by: Date: d Z yell : B ilding Division AND WHEN RECORDED MAIL TO: BUTTE COUNTY WELDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 1111111 IN i 2002-026120 II 2- (3BCANDACEJJ. f� �Z� Recorded Official Records CoU TEOf GRUBBS Recorder ROSEMARY DICKSON I REC FEE 7.00 I CONFORM .00 1 I I ° Assistant 02:33PM 21 -May -2002, I Myles I Page i of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established L 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: Lot 40, as shown on that certain map entitled, "Kelly Ridge Estates Unit 1,b. 7", which maps was recorded in the office of the Recorder of the County of Butte, State of California, on June 16, 1981, in Book 80 of Maps, at page(s) 80, 81 and 82. Date a Y State of Calfornia County of 0-&-mcda_ On 3,©a OS -7. mo PROPERTY OWNERS: -e&s befo me, _ /1%La� fa -1 personally appeared /n, 96yers personally known to me (or proved to me on the basis of sa ' factory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to we that be/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature T, A-41#11VY 51-3 0 0 M0-- ppw� �- I ROSELA T. MORALES (O; ; COMM. #1300211,% q Seal: Crm� NOTARY PUBLIC - CALIFORNIA ALAMEDACOUNTY o My Comm. Exp. April 13; 2005 V�t� I N l t�� W"- - OF FuWA6 'po % l_ t y MIN, NPvG 0 �� �N1N W1�1� . �W►ST�N @ 50'12on� COL-YX e -SAC W L�&T t.� �(P VO-hD 5uoV AT SNmw of1 �2 k,aNr mo 5 YL )10! SLQ SSS (f 4 L V2 v a.L I N c, W! Lk- DO r L w L.v -J� ?�N •�j�,�12 �ol�''O Z- 12�s'V . 6 Spread Footing Calculations Fc: 2.5 ksi Load factors - DL: 1.60 Col. dim., x-dir.: ° 3.5 in Fy: 40.0 ksi LL: Col. dim., -dir.: 3.5 in Allow. soil brg.: 1.0 ksf Min. reinf. ratio: 0.0020 Lt. wt. conc. fact.: 1.00 Loads DL LL kis kis Min. req'd. ftg. dims. X 0.95 1.45 (ft) Y 0.95 1.45 Actual ftg. dims. X 1.00 1.50 (ft) Y 1.00 1.50 Actual soil brg. ks 0.90 0.93 Depth req'd Beam shear 0.45 0.79 (in) Punch. shear 0.47 1.02 Act. "T to rebar in. 8.00 8.00' Ftg. thick. in. 12.00 12.00 Vpunch vu / phi ksi 0.000 0.006 As [eq'd 7ult. _ s . in. 0.00 0.02 (x-dir) min. s . in. 0.29 0.43 As req'd ult. s �. in. 0.00 0.02 (y.-dir) min. s . in. 0.29 0.43 - 0.9 0.0 2.1 0.0 3.9 0.0 1.96 1.96 2.00 2.00 0.96 1.15 1.67 8.00 12.00 0.015 0.05 0.58 0.05 0.58 6.0 0.0 2.45 2.45 _ 2.50 .2.50 0.96 1.48 2.33 8.00- 12.00 0.026 0.10. 0.72 0.10 0.72 8.5 0.0 2.92 2.92 3.00 3.00 •0.94 1.79 2.98 8.00 12.00 0.039 0.17 0.86 0.17 0.86 11.5 0.0 3.39 3.39 3.50 3.50 0.94 2.10 3.67 8.00 12.00 0.054 0.28 1.01 0.28 1.01 15.0 0.0 3.87 3.87 4.00 4.00 0.94 2.43 4.37 8.00 12.00 0.072 0.43 1.15 0.43 1.15 19.0 0.0 4.36 4.36 .4.50 4.50 0.94 2.76 5.08 8.00 12.00 0.093 0.63 1.30 0.63 1.30 24.0 0.0 4.90 4.90 5.00 5.00 0.96 3.15 5.88 8.00 12.00 0.118 0.90 1.44 0.90 1.44 28.5 0.0 5.34 5.34 5.50 5.50 0.94 3.43 6.53 8.00 12.00 0.141 1.20 1.58 1.20 1.58 - 34.5 0.0 5.87 5.87 6.00 6.00 0.96 3.81 7.33 8.00 12.00 0.172 1.60 1.73 1.60 1.73 40.0 0.0 6.32 6.32 6.50 6.50 0.95 4.10 8.00 14.00 18.00 0.073 1.14 2.81 1.14 2.81 3.62 46.5 0.0 6.82 6.82 7.00 7.00 0.95 4.44 8.75 14.00 18.00 0.085 1.44 3.02 1.44 53.5 0.0 7.31 7.31 7.50 7.50 0.95 4.78 9.49 14.00 18.00 0.099 - 1.79 3.24 1.79 3.24 60.5 0.0 7.78 7.78 8.00 8.00 0.95 5.09 10.19 14.00 18.00 0.112 2.17 3.46 1 2.17_ 3.46-1 �m R+ : Z d m�. = m N T �z H G). Nit N O U M C"1 r n DO 0 Z 0 M m �/� :� BBA ENGINEERING ""'� '"""' C-IVIL ENG VEERS •LAND SURVEYORS JAlan • California.... . July 2, 11 Mike Vierra BUTTE COUNTY BUILDING DEPARTMENT 7 County Center Drive Oroville, CA 95965 RE: Better Builders Construction — Contractor Oman Drive/ Frowler Court APN 069-530-040 Butte County, California Dear Mr. Vierra: Enclosed are Relative Density tests taken on engineered fill placed on the above referenced residential building pad. Vegetation and organic materials were removed from the pad area. Native ground was then scarified, moisture- conditioned and compacted. The imported engineered fill was placed in lifts and compacted. Free draining crushed rock was placed behind the pavestone wall. The wall and geofabric were placed along with the constructed fill, which was moisture conditioned and compacted in lifts with a vibratory sheepfoot compactor. The fill operation was periodically observed and representative test results indicate the fill has been compacted in excess of 90% Relative Density per ASTM 2922 nuclear gauge method and was observed to be structurally stable and suitable for a -single family residence and swimming pool.. If you have any questions please call our office. Very truly yours, ESS/pN9 B A ENGINEERING QRo George 8 0 No.24578 m °C Exp. 12-31-05 '0 an . Brown, P. y� Principal Engineer cp�J Q Enclosure F OF CA XX 2060 Park Aver�C..�c: Better Builders Construction P.O. Box 1576 b% # 02-023 Oroville, CA 95965 Y RELATIVE DENSITY TESTS Lot #41 Frowler Court APN 069-530-040 Butte County, California BBA 02-023 1 Relative Test Date Location Density % Moisture 1 6-18-02 -12' 91 16.6 2 6-18-02 -12' 92 15.8 3 6-18-02 -10' 92 17.7 4 6-18-02 -10' 92 Y20.2 5 6-19-02 -7' 93 12.1 6 6-19-02 -7' 92 15.8 7 6-21-02 -4' 97 11.9 8 6-21-02 -4' 98 9.1 9 6-28-02 S. G. 94 12.1 10 6-28-02 S. G. 95 14.6 ASTM -1557 Maximum Dry Density 129.0 PCF @ 10.2% moisture BBA 02-023 1 May -02-02 07:17A John Starr (530) 589-2942 3: n 0 6Z L-1 69L Uv- 4 5 O7 O Q8 O iU 2 4 o Q O 0.26 AC. 0.26 AC. � O o 0.25AC. 0.26 AC. Q26 AC O 26AC. 2O 0.25AC. 0.25AC. kn 0.25 AC. OMAN 69 10 69.1.:. • /09 44 06.75 141.14 x00.0 \ V 65.0 RS -6 38 37 0 36 35 1 45 44. O p S3 0_ Qh .f6 3S O 2s 44 o O 0.35 AC. 0.20AC. 3! AC. j 8 O.l9AC. 0. 0 0.2 AC. 0.3 AC. ` 25 - ?x•'48 0.32 AC. h ` 39 4 2 GL92 98.56 w97.5! 10 - M m 65 D I! • LO i 0 0.33 AC. 0. � w /27 TS r� so i 27 Q0 26 �o 0.2/A C. d 9 0.23 AC o w Q 2l AC. co t 29 43 in N /7g S7 0.29 AC 43 40 /78.24 0.24 AC 0.27AC.. O. 8 AC. 33 / 42 42 41 0.44 AC " cV 4/ + 0.56 AC. ,> �? 33 c6 0.37AC. _ 3! � 31 N N I 0.58AC. 30 O . 0.23AC 23 Q 27 AC 22 t 22 0.3! AC. 2/ 2/ 0.73 AC. -150.2 gg 6 50c o ? ! o. 0.27 AC. .59 - I 0.384C. 49 cli 0.24 AC. 106.0 ►� `6213 )� 48 0. 38AC. ' 1 N 47 ' 46 52 1.28 AC. i 69L Uv- 4 5 O7 O Q8 O iU 2 4 o Q O 0.26 AC. 0.26 AC. � O o 0.25AC. 0.26 AC. Q26 AC O 26AC. 2O 0.25AC. 0.25AC. kn 0.25 AC. OMAN 69 10 69.1.:. • /09 44 06.75 141.14 x00.0 \ V 65.0 RS -6 38 37 0 36 35 1 45 44. O p S3 0_ Qh .f6 3S O 2s 44 o O 0.35 AC. 0.20AC. 3! AC. j 8 O.l9AC. 0. 0 0.2 AC. 0.3 AC. ` 25 - ?x•'48 0.32 AC. h ` 39 4 2 GL92 98.56 w97.5! 10 - M m 65 D I! • LO i 0 0.33 AC. 0. � w /27 TS r� so i 27 Q0 26 �o 0.2/A C. d 9 0.23 AC o w Q 2l AC. co t 29 43 in N /7g S7 0.29 AC 43 40 /78.24 0.24 AC 0.27AC.. O. 8 AC. 33 / 42 42 41 0.44 AC " cV 4/ + 0.56 AC. ,> �? 33 c6 0.37AC. _ 3! � 31 N N I 0.58AC. 30 O . 0.23AC 23 Q 27 AC 22 t 22 0.3! AC. 2/ 2/ 0.73 AC. ,�its eTs Const �U0. r 3=225vv rlt�,t ell n John Starr, President 5263 Royal Oaks Drive. Oroville, CA 95966 Phone: 530-589-2574 Fax: 589-2942 CLIENT INFORMATION Diana Byers 32248 Glenbrook Street Union City, CA 94587 Phone: 510-489-5794 JOB SITE INFORMATION Address/Location: 9 Fowler Court Oroville CA 95966 Lot #40 Unit 7 APN: 069-530-040 O2 -13Y18 OUTTL. COON", MILDING DEPARTMEN' APPROVED s/a%z ph� fti . dW \ W a G ., ; VI f J We ID zM4 { •��155 � Y Y W ..• �� :.,/,ly.: hit`,.., ... v ♦ s � 4t� �w � � •. r da, r x c ,• i .l' a 7 n ,,• r I .�R f, ti � F Y a t' ... \ r:� (. ,�,•.,5k Nle,/y K { jx t , x r •1.>tt!° r Rsr>i,�,Rxrr"'+ in•.{A-.�°A 1aj ..,�r�\ \((�\ t :.:.. •..y. :;�*C�"%i',SGt, •Cr \ij fy.tn,4F. S..i t "�- , x t A ' � S ,� , 1�4. �' T %till � � _ • d ' BUILpING'DEPARTMEmi1 >' °..� `. AnchorWall (ver 2.5 May 1998) Page 1 LN PS00027416 Licensed to: Van De Pol Engineering 2225 Livingston Lane Stockton, CA 95210-3626 209-474-9821 - License Number: PS00027416 Project Identification: Project Name: Byers Residence.9 Fowler Court. Oroville Data Sheet: Owner: Byers Client: Better Builders Construction Inc. Prepared by: Hendrik Van De Pol Date: May 22 2002 Time: 06:18:02 PM Data file: c:\anchor\byers6 Project Notes: Soils Engineer:BBA Engineering. 2060 Park Ave. Oroville, CA 95966. 6 Ft high wall. Structure Summary: Wall Type: Reinforced Structure Number of Panels: 1 Length of Wall (ft): 60.0 Anchor Wall Unit Type: Diamond Pio (8 inch) Cap Unit: yes Reinforcement Manufacturer: Huesker Inc. IK Design Summary: N"U,*0.- - 0 Design Methodology: NCMA y i Hinge Height (ft): 8.0 r_ .�` 57Z2�v 2 AnchorWall (ver 2.5 May 1998) LN PS00027416 Grade Line Data: Live Dead Point Reference Finish Finish (degrees) Line Toe Crest 0.0 Station Elev Elev 0.0 (ft) (ft) (ft) 1 0+00.00 0.0 6.0 2 0+60.00 0.0 6.0 Soil Data: Soil Description Reinforced Soil: sand Retained Soil: sand Leveling Pad Soil: gravel Foundation Soil: sand Soil Notes: ,.%J..= Page 2 Toe Crest Live Dead Slope Slope Load Load (degrees) (degrees) (psf) (psf) 0.0 0.0 0 0 0.0 0.0 0 0 5.0 Friction Cohesion Angle Unit Weight (psf) (degrees) (pcf) N/A 32.0 129.010 N/A 32.0 129.0 N/A 40.0 135.0 0.0 32.0 129.0. Anchor Wall Unit Name: Diamond Pro (8 inch) Properties Standard Units Cap Units Unit Height (in) 8.0 4.0 Unit Width (in) 12.0 10.0 Unit Length (in) 18.0 14.63 Setback (in) 1.0 N/A Weight (infilled) (lb) 117 42 Unit Weight (infilled) (pcf) 117.0 124.0 Center of Gravity (in) 6.0 5.0 Diamond Pro (8 inch) Interface Shear Data: Properties Peak Load Criterion Displacement Criterion Minimum (lb/ft) 500.0 364.0 Slope (degrees) 41.0 41.0 Intercept (lb/ft) 500.0 364.0 Slope (degrees) 41.0 41.0 Maximum (lb/ft) 2600.0 2550.0. Geosynthetic Reinforcement: Type Name Polymer Type ID No. NCMA Method 9 / Index A 6 Tensile Strength (lb (lb/ft) 3. Fortrac 55/30-20 polyester , 3700.0 1220.7 P- n AnchorWall (ver 2.5 May 1998) LN PS00027416 Reduction Factors: Factor Creep Durability Installation Overall Fortrac 55/30-20 1.67 1.1 1.1 1.5 NCMA Method Geosynthetics Notes: Consult Huesker Inc. for representative partial factor values:.. Coefficient of Interaction and Direct Slidin Coefficient Fortrac 55/30-20 Coefficient of Interaction (peak) 0.7 Coefficient of Interaction (displacement) 0.7 Coefficient of Direct Sliding 0.67 Geosynthetics Coefficient Notes: none Page 3 Connection Data for Geosynthetic in Combination with Diamond Pro (8 inch): Fortrac 55/30-20 Peak Load Displacement Criterion Criterion Minimum (lb/ft) 570.0 527.0 Slope (degrees) 35.0 26.0 Intercept (lb/ft) 772.0 614.0 Slope (degrees) 18.0 19.0 Maximum (lb/ft) 1360.0 1355.0. Interface Shear Data for Geosynthetic in Combination with Diamond Pro (8 inch) : Fortrac 55/30-20 Peak Load Displacement Criterion Criterion Minimum (lb/ft) 500.0 364.0 Slope (degrees) 41.0 41.0 Intercept (lb/ft) 500.0 364.0 0 Slope (degrees)41.0 41.0 v Maximum (lb/ft) 2600.0 2550.0. �F AnchorWall (ver 2.5 May 1998) LN PS00027416 Panel 1 of 1 Summary: Number of Standard Unit Rows Calculated 11 Cap Layer OK Yes Base Elevation (ft) 6.25 -1.0 Panel Height (ft) FOS Bearing Capacity 7.67 Panel Length (ft) 2.00 60.0 Crest Elevation (ft) Length (L) 6.67 Left Station (ft) OK 0+00.00 Right Station (ft) 0.02 0+60.00 Minimum Toe Embedment Depth (ft) 1.0 Maximum Toe Embedment Depth (ft) 1.0 Minimum Height of Reinforced Soil (ft) 7.0 Maximum Height of Reinforced Soil (ft) 7.0 Maximum Toe Slope (degrees) 0.0 Maximum Back Slope (degrees) 0.0 Maximum Live Load (psf) 0 Maximum Dead Load (psf) 0. External Stabilitv Results for Panel 1 of 1 Calculated Design Criteria FOS Base Sliding Calculated 3.62 1.50 OK FOS Overturning Ka (horizontal component). 6.25 1.50 OK FOS Bearing Capacity 12.34 2.00 OK Base Reinforcement Length (L) (ft) 4.20 4.20 OK Base Eccentricity (e)(ft) 0.02 N/A Resisting Moment (lb-ft/ft) Eccentricty Ratio (e/L) 0.00 N/A Base Reinforcement Ratio (L/H) 0.60 0.60 OK Note: Calculated values MEET ALL design criteria. Detailed External Stabilitv Results for Panel 1 of 1 Page 4 L/0 Z Calculated Ka 0.226 Ka (horizontal component). 0.205 Failure Plane (degrees) 53.3 Total Horizontal Force (lb/ft) 647 Total Vertical Force (lb/ft) 3748 Sliding Resistance (lb/ft) 2342 Driving Moment (lb-ft/ft) 1511 Resisting Moment (lb-ft/ft) 9446 Bearing Capacity (psf) 11107 Maximum Bearing Pressure (psf) 900 Page 4 L/0 Z AnchorWall (ver 2.5 May 1998) Page 5 LN PS00027416 Results of Internal Stabilitv Analvses for Panel 1 of 1 Layer Geosyn Height Length Anchor FOS FOS FOS FOS Layer No. Type above (ft) Length Over- Pullout Pullout Sliding Spacing Capacity Capacity Toe Capacity (ft) stress (peak) (disp) (peak) (ft) (lb/ft). (lb/ft) (ft) (ft) > 1.0 > 1.0 > 1.5 > 1.0 > 1.5� < 3.0 7 3 4.0 4.56 1.2 4.57 1.52 1.52 11.42 OK 3 3 1.33 4.2 2.41 2.84 3.59 3.59 4.93 OK Note: calculated values MEET ALL design criteria 4.0 3 2.03 6.55 Detailed Internal Stabilitv Results for Panel 1 of 1 Calculated Ka 0.228 Ka (horizontal component) 0.221 Failure Plane (degrees) 54.5 (Cont'd) Detailed Results of Internal Stability Analyses for Panel 1 of 1 FOS FOS Layer Geosyn Height Allowable Tensile Pullout Pullout Sliding Sliding No. Type above Strength Load Capacity Capacity Force Capacity Toe (lb/ft) (peak) (disp) (lb/ft). (lb/ft) 11 (ft) (lb/ft) >99 (lb/ft) (lb/ft) - - 7 3 4.0 1220.7 267.1 406.3 406.3 118.9 1357.5 3 3 1.33 1220.7 429.9 1544.0 1544.0 424.3 2089.6 Results of Facina Stabilitv Analvses for Panel 1 of 1 Layer Height Geosynthetic FOS FOS FOS FOS FOS No. above Type Over- Shear Shear Connection Connection Toe turning (peak) (displacement) (peak) (disp.). (ft) > 1.5 > 1.5 > 1.0 > 1.5 > 1.0 11 6.67 none >99 >99 >99 - - 10 6.0 none 17.82 44.68 35.12 - - 9. 5.33 none 6.22 17.8 14.36 - - 8 4.67 none 3.24 9.96 8.2 - - 7 4.0 3 2.03 6.55 5.49 3.16 2.69 6 3.33 none 3.82 - - - - 5 2.67 none 3.97 - - - - 4 2.0 none 3.68 11.78 10.24 - - 3 1.33 3 3.28 5.85 5.14 2.33 1.99 2 0.67 none 3.45 - - - - 1 0.0 none 3.38 N/A N/A - - Note: calculated values MEET ALL design criteria• Detailed Facing Stability Results for Panel 1 of 1 Calculated p �� Ka 0.228 Ka (horizontal component) 0.221 ) 1 ,� Failure Plane (degrees) 54.5. 22/62, . AnchorWall (ver 2.5 May 1998) LN PS00027416 Page 6 (Cont'd) Detailed Results of Facing Stability Analyses (Moment and Shear) for Panel 1 of 1 Layer Height Geo Drive Resist Shear Shear Shear No. above Type Moment Moment Load Capacity Capacity Connection Connection Toe above (lb-ft/ft) (lb-ft/ft) (lb/ft) (lb/ft) (lb/ft) Toe (ft) (lb/ft) (peak) (displacement) (peak) (disp) (lb/ft) (lb/ft) 7 4.0 +out -in 267.1 843.1 11 6.67 none 0.2 39.0 1.6 567.8 431.8 10 6.0 none 4.7 84.5 14.2 635.6 499.6 9 5.33 none 22.0 136.5 39.5 703.4 567.4 8. 4.67 none 60.2 195.0 77.4 771.2 635.2 7 4.0 3 128.0 260.0 128.0 839.0 703.0 6 3.33 none 233.7 893.6 -75.9 906.8 770.8 5 2.67 none 385.8 1533.6 0.0 974.6 838.6 4 2.0 none 592.7 2180.2 88.5 1042.4 906.4. 3 1.33 3 862.8 2833.2 189.7 1110.2 974.2 2 0.67 none 1204.5 4159.5 -126.4 1178.0 1042.0 1 0.0 none 1626.3 5492.3 N/A N/A N/A (Cont'd) Detailed Results of Facing Stability Analyses (Connections) for Panel 1 of 1 Layer Height Geo Connection Connection Connection No. above Type Load Capacity Capacity Toe (lb/ft) (peak) (displacement) (ft) (lb/ft) (lb/ft) 7 4.0 3 267.1 843.1 717.2 3. 1.33 3 429.9 1000.1 855.7 1' 1 AnchorWall (ver 2.5 May 1998) Page 7 LN.PS00027416 7.1 degrees 7.67 ft fs 8 7. Fortrac 55/30=20 6-:� k 5 1.0 ft 3 . ��a Fortrac 55/30-20 2 1.0 ft 4.2 ft Panel 1 of 1 Project Name: Byers Residence.9 Fowler Court. Oroville Data Sheet: Owner: Byers Client: Better Builders Construction Inc. Prepared by: Hendrik Van De Pol Date: May 22 2002 Time: 06:18:02 PM Data file: c:\anchor\byers6 , AnchorWall (ver 2.5 May 1998) LN PS00027416 Licensed to: Van De Pol Engineering 2225 Livingston Lane Stockton, CA 95210-3626 209-474-9821 License Number: PS00027416 Project Identification: Project Name: Byers Residence.9 Fowler Court. Oroville Data Sheet: Owner: Byers Client: Better Builders Construction Inc. Prepared by: Hendrik Van De Pol Date: May 22 2.002 Time: 06:18:02 PM Data file: c:\anchor\byersl0 Page 1 Project Notes: Soils Engineer:BBA Engineering. 2060 Park Ave. Oroville, CA 95966 10 Ft high wall. Structure Summar Wall Type: Number of Panels:. Length of Wall (ft): Anchor Wall Unit Type: Cap Unit: Reinforcement Manufacturer Design Summary: Design Methodology: Hinge Height (ft): Reinforced Structure 1 60.0 Diamond Pro (8 inch) Yes Huesker Inc. NCMA 8.0 b��N AnchorWall (ver 2.5 May 1998) LN PS00027416 Grade Line Data: Live Dead Point Reference Finish Finish (degrees) Line Toe Crest 0.0 Station Elev E1ev 0.0 (ft) (ft) (ft) 1 0+00.00 0.0 10.0 2 0+60.00 0.0 10.0 Soil Data: Soil Description Reinforced Soil: sand Retained Soil: sand Leveling Pad Soil: gravel Foundation Soil: sand Soil Notes: Page 2 Toe Crest Live Dead Slope Slope Load Load (degrees) (degrees) (psf) (psf) 0.0 0.0 0 0 0.0 0.0 0 0 Anchor Wall Unit Name: Diamond Pro (8 inch) Properties Standard Units Cap Units Unit Height (in) Friction 4.0 Cohesion Angle Unit Weight (psf) (degrees) (pcf) N/A 32.0 129.0 N/A 32.0 129.0 N/A 40.0 135.0 0.0 32.0 129.0. Anchor Wall Unit Name: Diamond Pro (8 inch) Properties Standard Units Cap Units Unit Height (in) 8.0 4.0 Unit Width (in) 12.0 10.0 Unit Length (in) 18.0 14.63 Setback (in) 1.0 N/A Weight (infilled) (lb) 117 42 Unit Weight (infilled) (pcf) 117.0 124.0 Center of Gravity (in) 6.0 5.0 Diamond Pro (8 inch) Interface Shear Data: Properties Peak Load Criterion Displacement Criterion Minimum (lb/ft) 500.0 364.0 Slope (degrees) 41.0 41.0 Intercept (lb/ft) 500.0 364.0 Slope (degrees) 41.0 41.0 Maximum (lb/ft) 2600.0 2550.0. Geosynthetic Reinforcement: Type Name Polymer Type ID No. 3 Fortrac 55/30-20 polyester .p PROF- NCMA Method p7, Index All Tensile Strength (lb/ft (lb/ft) 3700.0 1220.7 2l- AnchorWall (ver 2.5 May 1998) Page 3 LN PS00027416 Reduction Factors: NCMA Method Factor Fortrac 55/30-20 Creep 1.67 Durability 1.1 Installation 1.1 Overall 1.5 Geosynthetics Notes: Consult Huesker Inc. for representative partial factor values:.. Coefficient of Interaction and Direct Slidin Coefficient Fortrac 55/30-20 Coefficient of Interaction (peak) 0.7 Coefficient .of Interaction (displacement) 0.7 Coefficient of Direct Sliding 0.67 Geosynthetics Coefficient Notes: none Connection Data for Geosynthetic in Combination with Diamond Pro (8 inch): Fortrac 55/30-20 Peak Load Displacement Criterion Criterion Minimum (lb/ft) 570.0 527.0 Slope (degrees) 35.0 26.0 Intercept (lb/ft) 772.0 614.0 Slope (degrees) 18.0 19.0 Maximum (lb/ft) 1360.0 1355.0. Interface Shear Data for Geosynthetic in Combination with Diamond Pro (8 inch) : Fortrac 55/30-20 Peak Load Displacement PDF^4: Criterion Criterion 1. v Minimum (lb/ft) 500.0 364.0 Slope (degrees) 41.0 41.0 C Intercept (lb/ft) 500.0 364.0 u'► s'� Slope (degrees) 41.0 41.0 Maximum (lb/ft) 2600.0 2550.0. L Cq[ �ennnl\P a/o q- AnchorWall (ver 2.5 May 1998) Page 4 LN PS00027416 Panel 1 of 1 Summary: Number of Standard Unit Rows 17 Cap Layer Yes Base Elevation (ft) -1.0 Panel Height (ft) 11.67 Panel Length (ft) 60.0 Crest Elevation (ft) 10.67 Left Station (ft) 0+00.00 Right Station (ft) 0+60.00 Minimum Toe Embedment Depth (ft) 1.0 Maximum Toe Embedment Depth (ft) 1.0 Minimum Height of Reinforced Soil (ft) 11.0 Maximum Height of Reinforced Soil (ft) 11.0 Maximum Toe Slope (degrees) 0.0 Maximum Back Slope (degrees) 0.0 Maximum Live Load (psf) 0 Maximum Dead Load (psf) 0. External Stability Results for Panel 1 of 1 Calculated Design Criteria FOS Base Sliding 3.62 1.50 OK FOS Overturning 6.29 1.50 OK FOS Bearing Capacity 11.00 2.00 OK Base Reinforcement Length (L) (ft) 6.60 6.60 OK Base Eccentricity (e)(ft) 0.05 N/A Eccentricty Ratio (e/L) 0.01 N/A Base Reinforcement Ratio (L/H) 0.60 0.60 OK Note: Calculated values MEET ALL design criteria Detailed External Stability Results for Panel 1 of 1 Calculated Ka 0.226 Ka (horizontal component) 0.205 Failure Plane (degrees) 53.3 Total Horizontal Force (lb/ft) 1599 Total Vertical Force (lb/ft) 9272 Sliding Resistance (lb/ft) 5794 Driving Moment (lb-ft/ft) 5862 Resisting Moment (lb-ft/ft) 36880 Bearing Capacity (psf) 15676 Maximum Bearing Pressure (psf) 1424 T C a cq WOR 'I' AnchorWall (ver 2.5 May 1998) Page 5 LN PS00027416 Results of Internal Stabilitv Analvses for Panel 1 of 1 Layer Geosyn Height Length Anchor FOS FOS FOS FOS Layer No. Type above (ft) Length Over- Pullout Pullout Sliding Spacing Toe Shear Toe (peak) (ft) stress (peak) (disp) (peak) (ft) (lb/ft) (ft) (lb/ft) > 1.0 > 1.0 > 1.5 > 1.0 > 1.5 < 3.0 13 3 8.0 6.91 1.2 4.51 1.52 1.52 14.69 OK 9 3 5.33 6.6 2.46 2.84 3.66 3.66 6.66 OK 5. 3. 2.67 6.6 4.03 2.25 6.99 6.99 4.18 OK 2 3 0.67 6.6 5.21 2.53 12.6 12.6 3.15 OK Note: calculated values MEET ALL design criteria - - 10 6.0 Detailed Internal Stabilitv Results for Panel 1 of 1 Calculated Ka 0.228 Ka (horizontal component) 0.221 Failure Plane (degrees) 54.5 (Cont'd) Detailed Results of Internal Stability Analyses for Panel 1 of 1 Layer Geosyn Height Allowable Tensile Pullout Pullout Sliding Sliding No. Type above Strength Load Capacity Capacity Force Capacity above Type Toe Shear (lb/ft) (peak) (disp) (lb/ft) (lb/ft) turning (peak) (ft) (lb/ft) (lb/ft) (lb/ft) > 1.5 > 1.5 13 3 8.0 1220.7 267.1 406.3 406.3 118.9 1746.3 9 3 5.33 1220.7 429.9 1571.8 1571.8 424.3 2824.1 5 3 2.67 1220.7 542.1 3788.9 3788.9 917.5 3834.0. 2 3 0.67 1220.7 482.0 6072.3 6072.3 1410.8 4438.9 Results of Facing Stability Analyses for Panel 1 of 1 Layer Height Geosynthetic FOS FOS FOS FOS No. above Type Over- Shear Shear Connection Toe turning (peak) (displacement) (peak) (ft) > 1.5 > 1.5 > 1.0 > 1.5 17 10.67 none >99 >99 >99 - 16 10.0 none 17.82 44.68 35.12 - 15 9.33 none 6.22 17.8 14.36. - 14 8.67 none 3.24 9.96 8.2 - 13 8.0 3 2.03 6.55 5.49 3.16 12 7.33 none 3.82 - - - 11 6.67 none 3.97 - - - 10 6.0 none 3.68 11.78 10.24 - 9 5.33 3 3.28 5.85 5.14 2.33 8 4.67 none 3.45 - - - 7 4.0 none 3.38 >99 >99. - 6 3.33 none 3.2 9.45 8.47 - 5 2.67 3 2.94 4.52 4.05 1.99 4 2.0 none 2.89. - - - 3. 1.33 none 2.79 14.58 13.07 - 2 0.67 3 2.66 4.7 4.21 2.23 1 0.0 none 2'.62 N/A N/A - Note: calculated values MEET ALL design criteria. , FOS Connection (disp) > 1.0 2.69 1.99 1.73 m ff sTZlo- L, AnchorWall (ver 2.5 May 1998) Page 6 LN PS00027416 Detailed Facing Stability Results for Panel 1 of 1 Calculated Ka 0.228 Ka (horizontal component) 0.221 Failure Plane (degrees) 54.5. (Cont'd) Detailed Results of Facing Stability Analyses (Moment and Shear) for Panel 1 of 1 Layer Height Geo Drive Resist Shear Shear Shear No. above Type Moment Moment Load Capacity Capacity 1076.1 Toe 2 (lb-ft/ft) (lb-ft/ft) (lb/ft) (lb/ft) (lb/ft) (ft). (peak) (disp). +out -in 17 10.67 none 0.2 39.0 1.6 567.8 431.8 16 10.0 none 4.7 84.5 14.2 635.6 499.6 15. 9.33 none 22.0 136.5 39.5 703.4 567.4 14 8.67 none 60.2 195.0 77.4 771.2 635.2 13 8.0 3 128.0 260.0 128.0 839.0 703.0 12 7.33 none 233.7 893.6 -75.9 906.8 770.8 11 6.67 none 385.8 1533.6 0.0 974.6 838.6. 10 6.0 none 592.7 2180.2 88.5 1042.4 906.4 9 5.33 3 862.8 2833.2 189.7 1110.2 974.2 8 4.67 none 1204.5 4159.5 -126.4 1178.0 1042.0 7 4.0 none 1626.3 5492.3 0.0 1245.8 1109.8 6 3.33 none 2136.6 6831.6 139.1 1313.7 1177.7 5 2.67 3 2743.9 8060.3 290.8 1313.7 1177.7 4 2.0 none 3456.5 10006.5 -86.9 1313.7 1177.7 3 1.33 none 4282.9 11952.7 90.1 1313.7 1177.7. 2 0.67 3 5231.6 13898.9 279.7 1313.7 1177.7 1 0.0 none 6310.9 16562.6 N/A N/A N/A (Cont'd) Detailed Results of Facing Stability Analyses (Connections) for Panel 1 of 1 Layer Height Geo Connection Connection Connection No. above Type Load Capacity Capacity Toe (lblft) (peak) (displacement) (ft) (lb/ft) (lb/ft) 13 8.0 3 267.1 843.1 717.2 9 5.33 3 429.9 1000.1 855.7 5 2.67 3 542.1 1076.1 936.3 2 0.67 3 482.0 1076.1 936.3 AnchorWall (ver 2,.5 May 1998) Page 7 LN PS00027416 11.6.7 7.1 degrees II ft 17R 16 4, 13 F E Fortrac 55/30-20 '12 a 10ry " Fortrac55I"30-20 8 F` .. 6 5 Fortrac 55/30-20 4 � 1.0 ft 3�a_ 233 g-Wr6l) e-Fortrac 55/30-20- Panel 1 of 1 1.0 ft 6.6 ft Project Name: Byers Residence.9 Fowler Court. Oroville Data Sheet: Owner: Byers .Client: 'Better Builders Construction Inc. Prepared by: Hendrik Van De Pol Date: May 22 2002 Time: 06:18:02 PM Data file: c:\anchor\byersl0 s AnchorWall (ver 2.5 May 1998) LN PS00027416 Licensed to: Van De Pol Engineering 2225 Livingston Lane Stockton, CA 95210-3626 209-474-9821 License Number: PS00027416 Project Identification: Project Name: Byers Residence.9 Fowler Court. Oroville Data Sheet: Owner: Byers Client: Better Builders Construction Inc. Prepared by: Hendrik Van De Pol Date: May 22 2002 Time: 06:18:02 PM Data file: c:\anchor\byersl4 f Page 1 Project Notes: Soils Engineer:BBA Engineering. 2060 Park Ave. Oroville, CA 95966 14 Ft high wall. Structure Summar Wall Type: Number of Panels: Length of Wall (ft): Anchor Wall Unit Type: Cap Unit: Reinforcement Manufacturer: Reinforced Structure 1 60.0 Diamond Pro (8 inch) Yes Huesker Inc. Design Summary: Design -Methodology: NCMA Hinge Height (ft): 8.0 0 Z-- AnchorWall (ver 2.5 May 1998) Page 2 LN PS00027416 Grade Line Data: 4.0 Unit Width (in) Point Reference Finish Finish 14.63 Line Toe Crest Weight (infilled) (lb) Station Elev Elev 117.0 (ft) (ft) (ft) 1 0+00.00 0.0 14.0 2 0+60.00 0.0 14.0 Soil Data: Soil Description Reinforced Soil: sand Retained.Soil: sand Leveling Pad Soil: gravel Foundation Soil: sand Toe Crest Live Dead Slope Slope Load Load (degrees) (degrees) (psf) (psf) 0.0 0.0 0 0 0.0 0.0 0 0 Friction Cohesion Angle Unit Weight (psf) (degrees) (pcf) N/A 32.0 129.0 N/A 32.0 129.0 N/A 40.0 135.0 0.0 32.0 129.0. Anchor Wall Unit Name: Diamond Pro (8 inch) Properties Standard Units Cap Units Unit Height (in) 8.0 4.0 Unit Width (in) 12.0 10.0 Unit Length (in) 18.0 14.63 Setback (in) 1.0 N/A Weight (infilled) (lb) 117 42 Unit Weight (infilled) (pcf) 117.0 124.0 Center of Gravity (in) 6.0 5.0 Diamond Pro (8 inch) Interface Shear Data: Properties Peak'Load Criterion Displacement Criterion Minimum (lb/ft) 500.0 364.0 5�� pPRO:, Slope (degrees) 41.0 41.0 Intercept (lb/ft) 500.0 364.0 �c C,'•- Slope (degree's) 41.0 41.0 * 43 v� 01 Maximum (lb/ft) 2600.0 2550.0. Cp Geosynthetic Reinforcement: Type Name Polymer Type ID No. I Fortrac 55/30-20 polyester NCMA Method Index Allowable O Tensile Strength (lb/ft) (lblft) 3700.0 1220.7 AnchorWall (ver 2.5 May 1998) LN P500027416 Reduction Factors: Factor Fortrac 55/30-20 Creep 1.67 Durability 1.1 Installation 1.1 Overall 1.5 NCMA Method Geosynthetics Notes: Consult Huesker Inc. for representative partial factor values:.. Coefficient of Interaction and Direct Slidin Coefficient Fortrac 55/30-20 Coefficient of Interaction (peak) 0.7 Coefficient of Interaction (displacement) 0.7 Coefficient of Direct Sliding 0.67 Geosynthetics Coefficient Notes: none Page 3 Connection Data for Geosynthetic in Combination.with Diamond Pro (8 inch): Fortrac 55/30-20 Peak Load Displacement Pp0,;�- Criterion Criterion Minimum (lb/ft) 570.0 527.0 Slope (degrees) 35.0 26.0 Intercept (lb/ft) 772.0 614.0 Slope (degrees) 18.0 19.0 Maximum (lb/ft) 1360.0 1355.0. interface Shear Data for Geosynthetic in Combination with Diamond Pro (8 inch) : Pp0,;�- SPED 5� Fortrac 55/30-20 Peak Load Displacement Criterion Criterion n• t � • 3 -e Minimum (lb/ft) 500.0 364.0 N o, C. Slope (degrees) 41.0 41.0 Intercept. (lb/ft) 500.0 364.0 Slope (degrees) 41.0 41.0 DgOFOR��P Maximum (lb/ft) 2600.0 2550.0. 22 6 AnchorWall (ver 2.5 May 1998) LN PS00027416 Panel 1 of 1 Summary: Number of Standard Unit Rows 1.50 23 Cap Layer 1.50 Yes Base Elevation (ft) 2.00 -1.0 Panel Height (ft) 9.00 15.67 Panel Length (ft) N/A 60.0 Crest Elevation (ft) N/A 14.67 Left Station (ft) 0.60 0+00.00 Right Station (ft) 0+60.00 Minimum Toe Embedment Depth (ft) 1.0 Maximum Toe Embedment Depth (ft) 1.0 Minimum Height of Reinforced Soil (ft) 15.0 Maximum Height of Reinforced Soil (ft) 15.0 Maximum Toe Slope (degrees) 0.0 Maximum Back Slope (degrees) 0.0 Maximum Live Load (psf) 0 Maximum Dead Load (psf) 0. External Stabilitv Results for Panel 1 of 1 FOS Base Sliding FOS Overturning FOS Bearing Capacity Base Reinforcement Length (L) (ft) Base Eccentricity (e)(ft) Eccentricty Ratio (e/L) Base Reinforcement Ratio (L/H) Calculated Design Criteria 3.63 1.50 OK 6.31 1.50 OK 10.39 2.00 OK 9.00 9.00 OK 0.07 N/A 0.01 N/A 0.60 0.60 OK Note: Calculated values MEET ALL design criteria. Detailed External Stability Results for Panel 1 of 1 Calculated Ka 0.226 Ka (horizontal component) 0.205 Failure Plane (degrees) 53.3 Total Horizontal Force (lb/ft) 2973 Total Vertical Force (lb/ft) 17274 Sliding Resistance (lb/ft) 10794 Driving Moment (lb-ft/ft) 14864 Resisting Moment (lb-ft/ft) 93816 Acarinrr rnnat-itcr /nefl inig;A Page 4 AnchorWall (ver 2.5 May 1998) LN PS00027426 Results of Internal Stabilitv Analvses for Panel 1 of 1 Page 5 Layer Geosyn Height Length Anchor FOS FOS FOS FOS Layer No. Type above (ft) Length Over- Pullout Pullout Sliding Spacing Toe Toe (peak) (ft) stress (peak) (disp) (peak) (ft) (1b/ft) (ft) (lb/ft) > 1.0 > 1.0 > 1.5 > 1.0 > 1.5 < 3.6 19 3 12.0 9.27 1.2 4.57 1.52 1.52 17.96 OK 15 3 9.33 9.0 2.5 2.84 3.72 3.72 8.39 OK 11 3 6.67 9.0 4.07 1.93 6.06 6.06 5.36 OK 7. 3. 4.0 9.0 5.64 2.01 11.54 11.54 3.79 OK 5 3 2.67 9.0 6.43 2.06 15.1 15.1 3.31 OK 2 3 0.67 9.0 7.61 1.82 18.23 18.23 2.77 OK Note: calculated values MEET ALL design criteria• Detailed Internal Stabilitv Results for Panel 1 of 1 Calculated Ka 0.228 Ka (horizontal component) 0.221 Failure Plane (degrees) 54.5. (Cont'd) Detailed Results of Internal Stability Analyses for Panel 1 of 1 Layer Geosyn Height Allowable Tensile Pullout Pullout Sliding Sliding No. Type above Strength Load Capacity Capacity Force Capacity Toe (lb/ft) (peak) (disp) (lb/ft) (lblft.) (ft) (1b/ft) (lb/ft) (lb/ft) 19 3 12.0 1220.7 267.1 406.3 406.3 118.9 2135.2 15 3 9.33 1220.7 429.9 1599.6 1599.6 424.3 3558.6 11 3 6.67 1220.7 632.2 3829.8 3829.8 917.5 4914.1 7 3 4.0 1220.7 606.9 7005.5 7005.5 1598.7 6066.3 5 3 2.67 1220.7 592.7 8948.0 8948.0 2009.8 6642.4 2 3 0.67 1220.7 671.7 12246.1 12246.1 2714.4 7506.5 AnchorWall (ver 2.5 May 1998) Page 6 LN PS00027416 Results of Facina Stability Analvses for Panel 1 of 1 Layer Height Geosynthetic FOS FOS FOS FOS FOS No. above Type Over- Shear Shear Connection Connection Woe turning (peak) (displacement) (peak) (disp) (ft) > 1.5 > 1.5 > 1.0 > 1.5 > 1.0 23 14.67 none >99 >99 >99 - - 22 14.0 none 17.82 44.68 35.12 - - 21 13.33 none 6.22 17.8 14.36. - - 20 12.67 none 3.24 9.96 8.2 - - 19 12.0 3 2.03 6.55 5.49 3.16 2.69 18 11.33 none 3.82 - - - - 17 10.67 none 3.97 >99 >99 - - 16 10.0 none 3.68 11.78 10.24 - - 15 9.33 3 3.28 5.85 5.14 2.33 1.99 14 8.67 none 3.45 - - - - 13 8.0 none 3.38 >99 >99. - - 12 7.33 none 3.2 9.45 8.47 - - 11 .6.67 3 2.94 4.52 4.05 1.7 1.48 10 6.0 none 2.89 - - - - 9. 5.33 none 2.79 >99 >99 - - 8 4.67 none 2.66 6.93 6.21 - - 7 4.0 3 2.51 3.35 3.0 1.77 1.54 6 3.33 none 2.46 - - - - 5 2.67 3 2.38 5.77 5.17 1.82 1.58. 4 2.0 none 2.36 - - - - 3 1.33 none 2.31 10.26 9.2 - - 2 0.67 3 2.24 3.34 2.99 1.6 1.39 1 0.0 none 2.21 N/A N/A - - Note: calculated values MEET ALL design criteria Detailed Facina Stabilitv Results for Panel 1 of 1 Calculated Ka 0.228 Ka (horizontal component) 0.221 Failure Plane (degrees) 54.5. R� 1. y . yC C a 'OR4��P 02 O1- AnchorWall (ver 2.5 May 1998) Page 7 LN PS00027416 (Cont'd) Detailed Results of Facing Stability Analyses (Moment and Shear) for Panel 1 of 1 Layer Height Geo Drive Resist Shear Shear Shear No. above Type Moment Moment Load Capacity Capacity Toe (lb-ft/ft) (lb-ft/ft) (lb/ft) (lb/ft) (lb/ft) (ft) 14.2 (peak) (disp) 21 +out -in none 22.0 23 14.67 none 0.2 39.0 1.6 567.8 431.8 22 14.0 none 4.7 84.5 14.2 635.6 499.6 21 13.33 none 22.0 136.5 39.5 703.4 567.4 20 12.67 none 60.2 195.0 77.4 771.2 635.2 19 12.0 3 128.0 260.0 128.0 839.0 703.0 18 11.33 none 233.7 893.6 -75.9 906.8 770.8 17 10.67 none 385.8 1533.6 0.0 974.6 838.6 16 10.0 none 592.7 2180.2 88.5 1042.4 906.4, 15 9.33 3 862.8 2833.2 189.7 1110.2 974.2 14. 8.67 none 1204.5 4159.5 -126.4 1178.0 1042.0 13 8.0 none 1626.3 5492.3 0.0 1245.8 1109.8 12 .7.33 none 2136.6 6831.6 139.1 1313.7 1177.7 11 6.67 3 2743.9 8060.3 290.8 1313.7 1177.7 10 6.0 none 3456.5 10006.5 -177.0 1313.7 1177.7 9 5.33 none 4282.9 11952.7 0.0 1313.7 1177.7 8 4.67 none 5231.6 13898.9 189.7 1313.7 1177.7, 7 4.0 3 6310.9 15845.1 392.0 1313.7 1177.7 6 3.33 none 7529.3 18508.8 0.0 1313.7 1177.7 5 2.67 3 8895.1 21172.4 227.6 1313.7 1177.7 4 2.0 none 10417.0 24553.4 -124.9 1313.7 1177.7 3 1.33 none 12103.2 27934.4 128.0 1313.7 1177.7 2 0.67 3 13962.2 31315.5` 393.5 1313.7 1177.7 1 0.0 none 16002.4 35413.9 N/A N/A N/A (Cont'd) Detailed Results of Facinq Stability Analyses (Connections) for Panel 1 of 1 Layer Height Geo Connection Connection Connection No. above Type Load Capacity Capacity Toe (lblft) (peak) (displacement) (ft) (1b/ft) (lb/ft) 19 12.0 3 267.1 843.1 717.2 15 9.33 3 429.9 1000.1 855.7 11 6.67 3 632.2 1076.1 936.3 7 4.0 3 606.9 1076.1 936.3 5 2.67 3 592.7 1076.1 936.3 -2. 0.67 3 671.7 1076.1 936.3 �22�02 AnchorWall (ver 2.5 May 1998) 7.1 degrees II 15.67 ft V 1.0 ft Panel 1 of 1 23 - 22 21 20 19 18 17 16 15_. 14 13 12 11 10 9 8 7 6 5 4 3 2 1 -* `c p c 2 m aT&t, qek • 4,0 e WR-P-(Fg0 ►I 1.0 ft 9.0 ft Page 8 LN PS00027416 Fortrac 55/30-20 Fortrac 55/30-20 Fortrac 55/30-20 Fortrac 55/30-20 Fortrac 55/30-20 Fortrac 55/30-20 Project Name: Byers Residence.9 Fowler Court. Oroville Data Sheet: Owner: Byers Client: Better Builders Construction Inc. Prepared by: Hendrik Van De Poi Date: May 22 2002 Time: 06:18:02 PM Data file: c:\anchor\byersl4 ' AnchorWall (ver 2.5 May 1998) LN PS00027416 Licensed to: Van De Pol Engineering 2225 Livingston Lane Stockton, CA 95210-3626 209-474-9821 License Number: PS00027416 Project Identification: Project Name: Byers Residence.9 Fowler Court. Oroville Data Sheet: Owner: Byers Client: Better Builders Construction Inc. Prepared by: Hendrik Van De Pol Date: May 22 2002 Time: 06:18:02 PM Data file: c:\anchor\byersl8 Project Notes: Soils Engineer:BBA Engineering. 2060 Park Ave. Oroville, CA 95966 Structure Summar Wall Type: Number of Panels: Length of Wall (ft): Anchor Wall Unit Type: Cap Unit: Reinforcement Manufacturer: Design Summary: Design Methodology: Hinge Height (ft): Reinforced Structure 1 60.0 Diamond Pro (8 inch) Yes Huesker Inc. NCMA 8.0 Page 1 a AnchorWall (ver 2.5 May 1998) Cohesion Angle Page 2 LN PS00027416 (degrees) (pcf) N/A 32.0 129.0 Grade Line Data: 32.0 129.0 N/A 40.0 135.0 Point Reference Finish Finish Toe Crest Live Dead Line Toe Crest Slope Slope Load Load Station Elev Elev (ft) (ft) (ft) (degrees) (degrees) (psf) (psf) 1 0+00.00 0.0 18.0 0.0 0.0 0 0 2 0+60.00 0.0 18.0 0.0 0.0 0 0 Soil Data: Soil Description Reinforced Soil: sand Retained Soil: sand Leveling Pad Soil: gravel Foundation Soil: sand Soil Notes: none Anchor Wall Unit Name: Diamond Pro (8 inch) Properties Standard Units Cap Units Unit Height (in) Friction 4.0 Cohesion Angle Unit Weight (psf) (degrees) (pcf) N/A 32.0 129.0 N/A 32.0 129.0 N/A 40.0 135.0 0.0 32.0 129..0. Anchor Wall Unit Name: Diamond Pro (8 inch) Properties Standard Units Cap Units Unit Height (in) 8.0 4.0 Unit Width (in) 12.0 10.0 Unit Length (in) 18.0 14.63 Setback (in) 1.0 N/A Weight (infilled) (lb) 117 42 Unit Weight (infilled) (pcf) 117.0 124.0 Center of Gravity (in) 6.0 5.0 Diamond Pro (8 inch) Interface Shear Data: Properties Peak Load Criterion Displacement Criterion Minimum (lb/ft) 500.0 364.0 Slope (degrees) 41.0 41.0 Intercept (lb/ft) 500.0 364.0 Slope (degrees) 41.0 41.0 Maximum (lb/ft) 2600.0 2550.0. Geosynthetic Reinforcement: Type Name Polymer Type ID No. NCMA Method Index Tensile Strength (lblft) 3 Fortrac 55/30-20 polyester 3700.0 1220.7 AnchorWall (ver 2.5 May 1998) Page 3 LN PS00027416 Reduction Factors: NCMA Method Factor Fortrac 55/30-20 Creep 1.67 Durability 1.1 Installation 1.1 Overall 1.5 Geosynthetics Notes: Consult Huesker Inc. for representative partial factor values - Coefficient of Interaction and Direct Sliding: Coefficient Fortrac 55/30-20 Coefficient of Interaction (peak) 0.7 Coefficient of Interaction (displacement) 0.7 Coefficient of Direct Sliding 0.67 Geosynthetics Coefficient Notes: none Connection Data for Geosynthetic in Combination with Diamond Pro (8 inch): Fortrac 55/30-20 Peak Load Displacement Criterion Criterion Minimum (lb/ft) Slope (degrees) Intercept (lb/ft) Slope (degrees) Maximum (lb/ft) 570.0 527.0 35.0 26.0 772.0 614.0 18.0 19.0 1360.0 1355..0. Interface Shear Data for Geosynthetic in Combination with Diamond Pro (8 inch) : Fortrac 55/30-20 Peak Load Displacement Criterion Criterion P Minimum (lb/ft) 500.0 364.0 ��PED Slope (degrees) 41.0 41.0 Q Intercept (lb/ft) 500.0 364.0 N . Slope (degrees) 41.0 41.0 o ' Maximum (lb/ft) 2600.0 2550.0. Anch.orWa11 (ver 2.5 May 1998) LN PS00027416 Panel 1 of 1 Summary: Number of Standard Unit Rows 0.226 29 Cap Layer OK Yes Base Elevation (ft) 6.32 -1.0 Panel Height (ft) FOS Bearing Capacity 19.67 Panel Length (ft) 2.00 60.0 Crest Elevation (ft) Length (L) 18.67 Left Station (ft) Base Eccentricity 0+00.00 Right Station (ft) N/A 0+60.00 Minimum Toe Embedment Depth (ft) 1.0 Maximum Toe Embedment Depth (ft)' 1.0 Minimum Height of Reinforced Soil (ft) 19.0 Maximum Height of Reinforced Soil (ft) 19.0 Maximum Toe Slope (degrees) 0.0 Maximum Back Slope (degrees) 0.0 Maximum Live Load (psf) 0 Maximum Dead Load (ps.f) 0. External Stability Results for Panel 1 of 1 Calculated Design Criteria FOS Base Sliding 0.226 3.64 1.50 OK FOS Overturning Total Horizontal Force (lb/ft) 6.32 1.50 OK FOS Bearing Capacity 17342 10.03 2.00 OK Base Reinforcement Length (L) (ft) 11.40 11.40 OK Base Eccentricity (e)(ft) 0.09 N/A Eccentricty Ratio (e/L) 0.01 N/A Base Reinforcement Ratio (L/H) 0.60 0.60 OK Note: Calculated values MEET ALL design criteria. Detailed External Stability Results for Panel 1 of 1 Calculated• Ka 0.226 Ka (horizontal component) 0.205 Failure Plane (degrees) 53.3 Total Horizontal Force (lb/ft) 4770 Total Vertical Force (lb/ft) 27752 Sliding Resistance (lb/ft) 17342 Driving Moment (lb-ft/ft) 30208 Resisting Moment (lb-ft/ft) 191028 Bearing Capacity (psf) 24837 Maximum Bearing Pressure (psf) 2476 Page 4 AnchorWall (ver 2.5 May 1998) Page 5 LN PS00027416 Results of Internal Stabilitv Analvses for Panel 1 of 1 Layer Geosyn Height Length Anchor FOS FOS FOS FOS' Layer No. Type above (ft) Length Over- Pullout Pullout Sliding Spacing Toe Toe (peak) (ft) stress (peak) (disp) (peak) (ft) (lb/ft) (ft) (lb/ft) > 1.0 > 1.0 > 1.5 > 1.0 > 1.5 < 3.0 25 3 16.0 11.63 1.2 4.57 1.52 1.52 21.23 OK 21 3 13.33 11.4 2.54 2.84 3.79 3.79 10.12 OK 17 3 10.67 11.4 4.12 1.93 6.12 6.12 6.53 OK 13. 3. 8.0 11.4 5.69 2.01 11.63 11.63 4.69 OK 11 3 6.67 11.4 6.47 2.06 15.2 15.2 4.1 OK 8 3 4.67 11.4 7.65 1.82 18.42 18.42 3.45 OK 6 3 3.33 11.4 8.44 2.05 25.1 25.1 3.12 OK 4 3 2.0 11.4 9.22 1.89 27.44 27.44 2.84 OK 2 3 0.67 11.4 10.01 1.76 29.29 29.29 2.61 OK Note: calculated values MEET ALL design criteria Detailed Internal Stabilitv Results for Panel 1 of 1 Calculated Ka 0.228 Ka (horizontal component) 0.221 Failure Plane (degrees) 54.5 (Cont'd) Detailed Results of Internal Stability Analyses for Panel 1 of 1 Layer Geosyn Height Allowable Tensile Pullout Pullout Sliding Sliding. No. Type above Strength Load Capacity Capacity Force Capacity Toe (lb/ft) (peak) (disp) (lb/ft) (lb/ft) (ft) (lb/ft) (lb/ft) (lb/ft) 25 3 16.0 1220.7 261.1 406.3 406:3 118.9 2524.1 21 3 13.33 1220.7 429.9 1627.3 1627.3 424.3 4293.1 17 3 10.67 1220.7 632.2 3870.6 3870.6 917.5 5994..3. 13 3 8.0 1220.7 606.9 7059.4 7059.4 1598.7 7492.1 11 3 6.67 1220.7 592.7 9008.4 9008.4 2009.8 8241.0 8 3 4.67 1220.7 671.7 12375.2 12375.2 2714.4 9364.4 6 3 3.33 1220.7 594.3 14915..2 14915.2 3242.9 10113.3 4 3 2.0 1220.7 644.8 17691.6 17691.6 3818.4 10862.2 2 3 0.67 1220.7 695.4 20366.7 20366.7 4440.9 11611.1 %PE 0 c' �3 vl-- 2Z fG Z.. ' AnchorWall (ver 2.5 May, 1998) Page 6 LN PS00027416 Results of Facina Stabilitv Analvses for Panel 1 of 1 Layer Height Geosynthetic FOS FOS FOS FOS FOS No. above Type Over- Shear Shear Connection Connection ,Toe turning (peak) (displacement) (peak) (disp) (ft) > 1.5 > 1.5 > 1.0 > 1.5 > 1.0 29 18.67 none >99 >99 >99 - - 28 18.0 none 17.82 44.68 35.12 - - 27 17.33 none 6.22 17.8 14.36. - - 26 16.67 none 3.24 9.96 8.2 - - 25 16.0 3 2.03 6.55 5.49 3.16 2.69 24 15.33 none 3.82 - - - - 23 14.67 none 3.97 >99 >99 - - 22 14.0 none 3.68 11.78 10.24 - - 21 13.33 3 3.28 5.85 5.14 2.33 1.99 20 12.67 none 3.45 - - - - 19 12.0 none 3.38 >99 >99. - - 18 11.33 none 3.2 9.45 8.47 - - 17 10.67 3 2.94 4.52 4.05 1.7 1.48 16 10.0 none 2.89 - - - - i5 9.33 none 2.79 - - - - 14 8.67 none 2.66 6.93 6.21 - - 13 8.0 3 2.51 3.35 3.0 1.77 1.54 12 7.33 none 2.46 >99 >99 - - il 6.67 3 2.38 5.77 5.17 1.82 1.58. 10 6.0 none 2.36 - - - - 9 5.33 none 2.31 10.26 9.2 - - a 4.67 3 2.24 3.34 2.99 1.6 1.39 7. 4.0 none 2.21 >99 >99 - - 6 3.33 3 2.17 4.52_ 4.05 1.81 1.58 5 2.67 none 2.15 >99 >99 - - 4 2.0 3 2.11 4.16 3.73 1.67 1.45 3 1.33 none 2.09 >99 >99. - - 2 0.67 3 2.06 3.85 3.45 1.55 1.35 1 0.0 none 2.04 N/A N/A - - Note: calculated values MEET ALL design criteria Detailed Facina Stabilitv Results for Panel 1 of 1 Calculated Ka 0.228 Ka (horizontal component) 0.221 Failure Plane (degrees) 54.5 AnchorWall (ver 2.5 May 1998) Page 7 LN PS00027416 (Cont'd) Detailed Results of Facing Stability Analyses (Moment and Shear) for Panel 1 of 1 Layer Height " Geo Drive Resist Shear Shear Shear No. above Type Moment Moment Load Capacity Capacity Toe (lb-ft/ft) (lb-ft/ft) (lb/ft) (lb/ft) (lb/ft) (ft) (peak) (disp) +out -in 29 18.67 none 0.2 39.0 1.6 567.8 431.8 28 18.0 none 4.7 84.5 14.2 635.6 499.6 27 17.33 none 22.0 136.5 39.5 703.4 567.4 26 16.67 none 60.2 195.0 77.4 771.2 635.2 25 16.0 3 128.0 260.0 128.0 839.0 703.0 24 15.33 none 233.7 893.6 -75.9 906.8 770.8 23 14.67 none 385.8 1533.6 0.0 974.6 838.6 22 14.0 none 592.7 2180.2 88.5 1042.4 906.4. 21 13.33 3 862.8 2833.2 189.7 1110.2 974.2 20 12.67 none 1204.5 4159.5 -126.4 1178.0 1042.0 19 12.0 none 1626.3 5492.3 0.0 1245.8 1109.8 18 11.33 none 2136.6 6831.6 139.1 1313.7 1177.7 17 10.67 3 2743.9 8060.3 290.8 1313.7 1177.7 16 10.0 none 3456.5 10006.5 -177.0 1313.7 1177.7 15 9.33 none 4282.9 11952.7 0.0 1313.7 1177.7 14 8.67 none 5231.6 13898.9 189.7 1313.7 1177.7 13- 8.0 3 6310.9 15845.1 392.0 1313.7 1177.7 12 7.33 none 7529.3 18508.8 0.0 1313.7 1177.7 11 6.67 3 8895.1 21172.4 227.6 1313.7 1177.7 10 6.0 none 10417.0 24553.4 -124.9 1313.7 1177.7 9 5.33 none 12103.2 27934.4 128.0 1313.7 1177.7 8 4.67 3 13962.2 31315.5 393.5 1313.7 1177.7 7 4.0 none 16002.4 35413.9 0.0 1313.7 1177.7 6 3.33 3 18232.3 39512.4 290.8 1313.7 1177.7 5 2.67 none 20660.3 44328.2 0.0 1313.7 1177.7 4 2.0 3 23294.8 49144.1 316.1 1313.7 1177.7 3 1.33 none 26144.2 54677.4 0.0 1313.7 1177.7 2 0.67 3 29217.0 60210.7 341:4 1313.7 1177.7 1 0.0 none 32521.7 66461.4 N/A N/A N/A sI2it 0z • AnchorWall (ver 2.5 May 1998) Page 8 LN PS00027416 (Cont'd) Detailed Results of Facinq Stability Analyses (Connections.) for Panel 1 of 1 Layer Height Geo Connection Connection Connection No. above Type Load Capacity Capacity Toe (lblft) (peak) (displacement) (ft) (lb/ft) (lblft) 25 16.0 3 267.1 843.1 717.2 21 13.33 3 429.9 1000:1 855.7 17 10.67 3 632.2 1076.1 936.3 13 8.0 3 606.9 1076.1 936.3 it 6.67 3 592.7 1076.1 936.3 8 4.67 3 671.7 1076.1 936.3 6 3.33 3 594.3 1076.1 936.3 4 2.0 3 644.8 1076.1 936.3 2 0.67 3 695.4 1076.1 936.3 SPED V' No .3 c 9 4�2 �r ►FORN�P 2- -7 AnchorWall (ver 2.5 May 1998) Page 9 LN PS00027416 Panel 1 of 1 Project Name: Byers Residence.9 Fowler Court. Oroville Data Sheet: Owner: Byers Client: Better Builders Construction Inc. Prepared by: Hendrik Van De Pol Date: May 22 2002 Time: 06:18:02 PM Data file: c:\anchor\byersl8 0 �X, oe ors Cgott,Qt�,�ce �E John Starr, President 5263 Royal Oaks Drive. Oroville, CA 95966 Phone: 530-589-2574 Fax: 589-2942 CLIENT INFORMATION Diana Byers 32248 Glenbrook Street Union City, CA 94587 Phone: 510-489-5794 JOB SITE INFORMATION Address/Location: 9 Fowler Court Oroville CA 95966 Lot #40 Unit 7 APN: 069-530-040 05/17/2002 FRI 13:48 FAI 191.6 929 9169 NbL U 000.0.4. hour *� NEIL 0. ANDERSON & ASSOCIATES INC. TMo • U80PA— ORY S leas itlFxrnt • INSP • • a BACItAYSWTO 0«tC! 4221 Non NM.130Wev�d Suite 6 66034 CORPORATE OFRCF 22 Hovaton-I„ane lodl(Cv�Aorr4a 95240 bo craw co)e AN4 Sacramento, Catitorr>b A. 18 929-M7 ` �. rt0rut0u t=pysn.wet F ( ) 367-3T01 R�rs:►tocatoow mel.at.wd FAX (16)929-9289 FACSIMILE TRANSMISSION DATE: Mrq 17.2003 T0: Alan Drown COMPANY: ABA Engineering TELEPHONE: 530.534.1911 FAX: 530.534.0908 FROM Rabat Holmw COMPANY: Neil O. Andorra► and Associates, fnc. TELEPHONE: 916.929.9267 PAX: 916.929.9269 . SUBJECT: Batter Builder Testing NUMBER OF PAGES, INCLUDING COVER PAGE: •rrr��r.r1���araa�r�sa•we�rea��t�r�ra�s���ya+la�aa�rrr��fei�a�e���aar�s����trr��r�a• Alan - Hcro aro the test results you rcquestod. I apologizo for the delay. Rob Neil . Plcm miew 05/11/3002 FR1 13:48 FAX 1918 929 9269 NTIL 0 ANDERSON &`ASSOG tuozlvuj NEIL 0. ANDERSON & ASSOCIATES, INC. SACAANTO OFPXZ tMPOMATW OWMt 1211 NwOodd DMWvW4 Sub 6 .21 Housm Lu►a OM swrowa caBf MIA95834 l.ndi. 95210 a'v"�'� 9 v 929x9261 (^0� 367-3701 o+onn�+w P�►•'J441 ( rA3(:(i09)333.8303 U.MLIO coaoovA tss� u i «ss FAX: (916) 919-9269 May 17, 2002 Alen Brown BBA Engineering •2060 Park Avenue Orov&, Califomia 95966 Subject: Proctor Compaction and Ditnct Shur Test Better. Builders Orovale, California Our Project Number: 8102115 Deaf Alan: Per your request, testing was perfosmcd on abulksollsample that %W provided to our oi$a for the Better Builders project in Oroville, California. The testing was Wfomred to provide design paramours for a keystone retaining wall. This letter surnmariM the results of the nesting. Testing performed by our office ine Med a Modified Proctor Dry Density (ASTM Dl S37) and a Direct Shear Test (ASTM D3080). The direct Shear test was performed on ali Ided sample, compacted to 90% of tha proctor dry density. Tile following tables summa W the test results: The retaining wall foundation may be desiglsed for bearing capacity of 2000 psf total bad for tha wall bearing on u Adi%u.Hxd native subgmde or Al compacted to 90% of an ASTM D 1557. �G 05/17/2002 FRI IN9 R1 1916 929 9269 NEIL 0 ANDERSON & ASSOC j003/003 Job Number: 5102113 PW 2 We have employed accepted eng'tneaiag and testing Pr000dures, However, we do not urAcm1ce the g uarantee of construction =do we roUcve the contractor of his primary responsiWAY to produce a completed project confolnling to the project plain and spcdficatioA. If we can be of further service, please call. vim' truly yours, NEIL D. ANDMON & ASgoft* INC Robert E. Holtrler, j A vh RCE No. 62542 RBH.v3 (3 copies sent) The Anchor Diamond Pro"" features a one square loot of vall, face that makes estimating and :-15tattation easier. The integral rear tip e.thninates quesswork and gieely simplifies your work PaSy installation. Labor costs are also reduced by aULOWdLicaLly deliv('rinq a quick. wiiEo,,,, setback. The warm eartht.one color-, and rugged natural rock texture make the Ancho-r Diamond Pro ' an 3LLr8cLive addition to any tands(*ape. Anchor Diiiinond Pro"' Spcclj'lc,a(ioi)s PON - 5p beveled Face Unit Straight Face Unit Cap Unit Comer Unit F 6- 9 16- h 17.15" X 10" a" A 18" X 9 72 lbs. 0 1 hs. 10.1 (bN. fov,:,Arjp 1.0 >q. h. cuvvag, 001,n:)i 700-nol, `,On 1, 100 1 r ."150111ril 200own sollien X 40 k(j, 18 kU. 66 kq. (25nim) cel. back wlio-. ht, k d; ..n•. v.d I AlIc-tol "Nall B.;,,Pr Rcad. Suite 340 Minnptonka NIN 5S345 59?.3 :c -j Inca –00plIldlioll td(l U5 loill-liele 11 1-877-295-51+1), w cilll 1-952-933.8855 ur vj5lt .vww.;jn(-horw.3((.(-om Brina COUNY T. -r- nr,[)AQTMF-W JILDI • -00 1 nn, W-li ?Ild AA(hq; walk S:,Tv7,, a, tv SPECIFICATIONS 1 r -.VL .•.. 1.....J GENERAL INFORMATION DIAMOND PRO BEVELED UNIT DI MOND PRO STRAIGHT UNIT tm sumo .............3000 po nin. mmmiom ouwxD) ........... .S'x18 it D (Nwx0) ........... rx18'x1r• AbwOmae ax.88k— ...................�.a% max weglu ............•----.. � ............ .......Apm 9ms.-- ! ...............No quality fouemge .................. Awa 1.0 sq h. tovempe ................. 4px.1.0 sq h. zero siwm cmm Set Back ... .........................1.0' Set Bods ...........................1.0' 12' DIAMOND PRO CAP UNIT (OPTIONAL) DIAMOND PRO CORNER UNIT (OPTIONAL) COLORS kft' 5 (HM) ..........4'x)1.25'x10'' ohmisim (lbcwxD) .............8'xl8'x9" Mwdadmeri ssww coloa inch, bat ala nal weO ....................o;pu. 44k** Mot ...................wox 101k" lmW % I m►r and WL Adduad coSots my by rej om (on mis me aroma by PW arm c* • moyemvby+/ IA6'1*/ 5- "11►eigb► may +wy y by mwL SpecDi ftm may wmy or dxmpe mow notice. s('JTTE C(XmTP OLDING DEPARTM9w- �RPRO.VED 1z.U JOO 7UOJ0 AWM AAU S SUM M"t'N r\t i l,nUln r FiUt 174 Anchor Diamond Pro's SECTION 02276: RETAINING WALL SPECIFICATION PART 2 PRODUCTS 2.01 MATERIALS A. Concrete Retaining Wall Unit: "Anchor Diamond Pro' Retaining Wall Units" as manufactured under license from Anchor Wall Systems. 1. Concrete wall units shall meet requirements of ASTM C90-96, Sections 4, S. 6 and 7, except compressive strength shall be A minimum of.3,000 psi and the maximum water absorption shall be Whited to 7.0 percent and unit height dimensions shall not vary more than t/--1/16 inch from that specified. 2. Concrete wall units are requited to have a minimum of approximately 1.0 square foot face area 3. Color as selected by Architect from manufacturer's standard selections. 4. Face Pattern Geometry: Beveled or Straight; Texture: Smooth or Split Rock Fact. The concrete units shall include an integral concrete shear connection flange along the lower rear edge. B. Geosyntlwk reinforcement: Polyester fiber geogrid, polyethylene expanded sheet geogrid, or polypropylene woven geotextile for use as soil reinforcement. C. But; Material shall consist of drainage aggregate. sand and gravel and/or concrete as shown on the construction drawings. A minimum of 6 itches of compacted base is required. under which the retaining wall is to be erected and notify the Architect or Civil Engineer in writing of conditions detrimental to the proper and timely completion of the work. Do not proccedmith the work until unsatisfactory conditions have been corrected. The contractor shall promptly notify the wall design engineer of any site conditions which may affect wall performance or may requite a reevaluation of the wall design. 3.02 EXCAVATION A. The Contractor shall excavate to the lines and grades on shown on the construction drawings. Over -excavation not approved by the owner or duty appointed owner's representa- tive shall not be paid for and replacement with compacted fill and/or wall system components will be required at the Contractor's expense. The Contractor shall be careful not to disturb base beyond the lines shown. The Contractor shall be responsible for the stability of the excavation and it's influence on adjacent properties and structures. 3.03 A. 8 D. Drainage aggregate: Fill between units shall consist of fteadraining, coarse aggregate in accordance with ASTM 448-86; Standard Classification for Sizes of Aggregate for 3.04 Road and Bridge Construction, designation 57, 67, 6, 7 or 8. E. Backfill: Materials are suitable native soils at a moisture cement which enables compaction to the specified densities. Unsuitable. soils are those soils with the USCS classification symbol of CH. OH, MH, OL. PT. CL soils with a Plasticity Index (PI) greater than 25 ate also considered unsuitable soils. Drain tile: The drainage collection pipe shall be a petforated or slotted PVC or corrugated HDPE pipe. The pipe should be covered with a gent mik Filter fabric to function as a filter. PART 3 EXKVTION 3.01 EXAMINATION A. The contractor shall examine the areas and conditions FOUNDATION PREPARATION Foundation soil :hall be excavated as required for footing or base dimension shown on the construction drawings, or as directed by the Engineer. Foundation soil shall be examined by the project geotechnical engineer to ensure that the actW foundation soil strength meets or exceeds that required on the construction drawings. Soil not meaing the requited strength shall be removed,-sufficietttly oversized from the from of the block and the back of the reinforcement and backfilled with suitable material. Over -excavated areas shall be filled with suitable compacted backfill. BASE COURSE PREPARATION A. Bac materials shall be placed as shown on the construction drawings with a minimum thickness of 6 inches. B. Base materials shall be installed upon undisturbed soils. or foundation soils prepared in accordance with Section 3.03 C. Material shall be compacted so as to provide a level, hard surface on which to plate the first course of units. D. Base materials shall be prepared to ensure complete contact of retaining wall unit. Gaps shall not be allowed. E. Hale materials shall the to the depths and widths shown on the plans. The Contractor may opt for using reduced depth of sand and gravel and replacement with a 1" to 2" concrete topping. Concrete shall be lean, unreinfomed and a mix rltya¢ t F!� eUILDING DEPARTMEN' APPROVE Anchor Diamond PrP SECTION 02276: RETAINING WALL SPECIFICATION Where a reinforced footing is required. place below the frost litre. 3.05 ERECTION A. Erect units as specifad basin. B. First course of costtaae wan Units shall be platted on the prepared base material. Units shall be checked for level and aliptroesnt. The top of all untie io base course shall be at the same elevation. C. Etawe that Concrete wall units an in full contact with bast. D. Concrete wan units shall be pieced side by side for fun length of wan alignment. Alignment may be done by using a suing line or offut of watt line. E. Fill all voids between and within concrete wall units with drainage asyegate. F. A minimum of 12 ittebes of drainage aggregate shall be placed behind the coraco: wall units. G. Draimile shall be installed at the lowest ekvwim possible to maintain gravity flow of water to outside of the rein- forced none. The drainage oolkctkm pipe shall be day. lighted to an appropriate location away from the wall sys- tem at each low point or at SO foot intervals along the wall. H. Remove all excess fill ft m top of Unita and install next course. Ensure drainage aggregate and backfill we com- pacted before Installation of next eoune. J. Install each su=eeding course. Beekfill as eacb course is completed. Pull the units forward until the locating surface of the unit contacts the locating surfne of the units in the gmceding course, Pull the tants fofward as far as possible. K. Install geosyndtaic reinforcement in accordance with geosynthetic manufactury s rocorrgntatdations and the design drawings. L06 BACKFILL P'LACEMM A. Reinforced backfill shall be placed, spread and eotnpscted in a manta that will minimize slack in the teinforceatent. B. Fill in the mintmetid atone shall be placed and compacted in lifts not to "coed 6 to 8 inches in loose thickness where hand operated eompacdan equipment is used and not exceeding 12 inches lotus; dnidm= where heavy, self-pro- pelled compaction equipmmn is used. C. All fill placed in the reinforced zone mom be compacted to a minimum of 93 percent of the soll's standard Proctor density (ASTM D 698.91) our as mconuranded by the pro. 1m geotechnical en D. Only lighrweight Mrd-operatwr egviptnpnt stall tea allowed within 4 feet of the bads of the retaining wan units, or one-half of the wall height, whichever is greater. 341 CAP UNIT INSTALLATION (ItAppHeable) A. Apply construction adhtaive to the top surface of the Unit below artd place the cap unit into desired position. B. Cap units may need to be cut to obtain the proper fit. C. Backfin and compact to ftnistt grade.. 3.08 ADJUSTING AND CLEANING A. •bntagsd unit: should be replaced with new units during conatiAlctlam B. Contractor shall remove debris caused by this ooestruction and leave adjacent paved areas broom clean. 3.09 QUALITY CONTROL A. The wall botallation contractor is responsible for quality control of installation of all materials. The contractor altould enlist the assistance of a qualified independent third party to vaify the correct installation of all materials according to throe specifications and due construction drawings. B. The Owner. at his own experm.:horrid retain a qualified psofessioaal to peifa m random quality assurance checks of the cornracter's worst C. Work found to be deficient according to these specifications or the construction drawings must he corrected at the contractor's expense D. 7Ae taaining wall will riot be considered complete moil excepted by the engineer or duly appointed owner's reptaeoutive. 3.10 MEASUREMENT AND PAYMENT A. Measumment of segmattal roteining wall shall be on on itmtalled sgltare foot basis ooaty wd on the total fax area of wall installed. Wall face area is taken f ri the bottarst of the base course to rite top of the wall. B. Payment for the wall will be meds on a saturate foot basis at the conaact unit price. I , Payment should be comidtaed full compensation for all labor, mouiala, gent and sestutg required to install the wall in accord&= with these specifuations and the construction drawings. Z Quantities may vary from that shown on the construction drrawinp depending an existing topography. Changs to the total quantity of wall face area will be paid or withheld at dna conu-act unit bid price. 1BUTM " SULDING DEPARTM6k APPROVE UD/ U1/ LUUL LU. 3b 1LUytib7UdJb ,. MHKr" rpt I k;HufM rHuc Uo SILT/CLAY TYPICAL SECTION = 26° T.YNTHETIC Other Loyers 120 pcf 7 13°12` FREE DRAINING AGGREGATEy jam`H 2nd Lo er REINFORCEMENT L if Xn r 1st Lost Lo er X2 DRAIN TILE X D WALL_ BASE 6MINIMUM COMPACTED GRANULAR BASE DESIGN TABLE 6 LEVEL BACKFILL EXPOSED WALL HEIGHT H DEPTH BELOW GRADE 0 TOTAL NO. COURSES POR FINISHED WALL LENCTH L GEOSYNTHETIC REINFORCEMENT PLACEMENT DISTANCE UP FROM WALL BASE IN FT. X1 X2 X3 X4 X5 XG 2' 2' 6" 4 4' 0' 1' 4" 3' 6' 6' 6 5' 0" 2' 0" 5' 6' 6" 9 5' 6" 0' 8` ' Or 4' 0" 7' 6" 6" 12 7' 0` 0' 8" 2' 0" 4' 0" 6' 0" 9' 6" 1 6" 1 15 1 8' 0" ' 8" 2' 0" 3' 4" 4' 8' 6' , DESIGN PARAMETERS: Methodology — NCMA SRW Oesign Manual Geo9ynthetic Reinforcement — l,TOS s 670 lbs/ft (min) Min. connection volae of 450 lbs/ft.. t4 degrees and mox, of 850 Ios/ft. NOT& For cost estimOting purposes Only. Professional engineering must be considered for proper design and reinforcement plocement. nurTE counrr� 301LDING DEPARTMEN APPROVE .D 13 NOTES RESIDENTIAL 069330-040—� _ 03-0715 PERMIT NO. j BYERS, DIANA A 19 FOWLER CT, OROVILLE 1 1 Cont: BETTER BUILDERS ADD WINDOW TO STORAGE RM 1 11 1� f SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER O 2' JOB FINALED (Date) //o Signature w3e�� J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: = OR = Not OK = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector - 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs-Tvpe-Installation Cert. MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 10. Exits; Insp.-Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 11. Cert. of Occupancy 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Date Siding; Nailing -Veneer -Stucco -Mesh Card B-1 Date Card B-1 Date Ext.; Steps -Doors -Landings Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card 8-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Liqht Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 ,r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 11 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT U714r ASSES-_ SORPARCELi-UNUMBEA� ZONING BUILDINGPERMIT OWfNV1EGJt[� DWA BYERS TELEPHONE 489-5794 SO. FT. OCC. BUILDING VALUATION �1 M� . OWNER'S MAIUNG ADDRESS X2248 GLENBROOK ST UNION CITY 94587 CONTRACTOR'S NAME BL'IfiE`2 BUILDERS TELEPHONE 589-2574 ` I cD 263R ROYAL OAKS ORMILLE 95966 CONSTRUCTION LENDER r - t Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ? VV1 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 36.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDINGADDRESS 9 FOWLER Cr. OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S 78.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ]O Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 v� ` TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Ar1AlTTTJ�+�T rM cava nM , -111.-n �c .Tra.s �.�r�rt+ 4T�3 a✓L r. JL ✓'VV AT1t\ T7Tf,Tfl�ir.1 'fY1 c�tY�TaAnr. ttnn.• nsre+xs+r+ xYlnr�. .wr..,. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S .. ..-..a. ..-...E,,.„..!--avt-s.-tr .'��r� �x srurayY.. t. 1vYs1w 'Lite ELECTRICAL PERMIT Fling Fee 20.00 Main Service "'.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. „, , r..... License Class r Lic. No. ✓-.- �"` 4" —� OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ 1, 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. DWELLING OCC P. SO OR ADDNS. ( a ACC. BLDS. 3.50FT. NON REOSID. MULTI.OLITLET @7.50 POWER APPARATUS a swoLE ourtET qR. EX. Occup. OUTLEr OR FIXTURES 00 BAL @ I.50 Ex. Occup. oFlxunErsg ORS 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. I 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 fi�T i;; -I J 11A) Policy Number /!S;7( ;°it5 (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 f I should become subject to the workers' compe sation provisions of section 3700 of the Labor Code, I shall with ose provisions. �) ,� fo:;�� X _ Date Signatur�,of pplicant - ❑ Owner ❑ Contractor .4 W, Agen An OSHA>permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories inteight. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 78.00 HAZ. D. FEES �( P FLOOD X CDF — P •CEL PD HD — 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 hav been paid. 1� Date B j %% PERMIT EXPIRES ON 1,V 4,1 V / ) I `/ ,('Date r ReceiptNo.. "h • ! WHITE-D.D.S.-B.D. CANA =ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 11' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATIONANDPERMIT n3 - 02 JS-- ASSESSOR S` ASSESSOR PARCEL NUMBER 069-530-040 ZONING R1 BUILDING PERMIT OWNER DIANA BYERS TELEPHONE 489-5794 SO, F7, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 32248 GLENBROOK ST UNION CITY 94587 CONTRACTOR'S NAME BE=-, BUILDERS TELEPHONE 589-2574 CONTRACTORS MAILING ADDRESS 5263 ROYAL OAKS OROVILLE 95966 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ nnn on ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 35.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 9 FOWLER CT ORIOVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 78.00 LAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 3P Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITON TE)Mobile .� L ADD ;4NDOW TO STORAff 9eHAME Gas piping system 1 -5 outlets 15.00 Building sewer 15.00 Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full rce and effect. 22 License Class Lic. No. /��� OWNER -BUILDER DECLARATION 1 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. I 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' com ensation insur ce carrier and policy number are: Carrier !!! —a j E kiNo Policy Number 5 5 — 'Z__ (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 Calif nia, and agree that if I should become subject to the workers' compensation rovisions of section 3700 of the Labor Code, I shall forthwith comp ith se provisions. l �3 X Date _ Signature icant - ❑Owner ❑Contractor Xi Age An OSHK4a4rmit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in eight. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR so. OR ADONS. ( 6 AOC. BLDS. 3.5¢n. Np" N.RESID. MuLTI.OLITLET @7,50 POWER APPARATU a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES B20 1.00 @ .50 Ex. Occup. ouTLEEDrsA gESI6.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 78.00 HAZ. D.ppES IM x 1 FLOOD X CDF PARCEL X PD X HD ISSUE A This permit is hereby issued under of the Butte County Code and/or indicateo aOve for which fes ave Bo�& PERMIT EXPIRES ON 41 the applicable provisions Resolutions to do work een paid. O ? Dat �J ate �p ReceiptNo. / WHITE-D.D.S.-B.D. CANAWfASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT !,�r�'"*;+�i°i���l7e�►�'ver►�,;11^°tr�t�;,�,?i},�;>],i:�f�"y,.�. . ♦�'" p COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSO PARCEL NUMBER C� 1-53—p T Q n� P� 0 9L r-13 y '� �3 Proposed Building Use: tip G.,/1hd M�[� �- —Counter Technician: Date: Items required in order to apply for a permit. All 0xes MUST be checked OR marked NA in order to apply. 1V41 Plot plans, 3 or 4 sets, signedty the preparer of the plans. V /Complete plans, 3 or 4 sets, signed by the preparer of the plans. 1,. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑_ ' Engineered truss details and layouts in duplicate. No faxes! �7 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous'Material Form... .............................................................................. _ ❑ 13. Other .... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent y Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................: ❑ 18. California Department of Forestry plan approval paid. Sent. by: ❑ 19. Planning approval for (A) Use: 6K (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24—Worker's Compensation Carrier and Policy Number ..............:.............................. ❑':2. 5�Owner-Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... O?,;:25E:Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone 5j;;1 S`7 and hold for pickup. I have been informed of the a ove ite land requirements for obtaining a building permit. pp cant: at 1. Index permit a kation for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: -S Date: Plans approved by: Date: Structural reviewed by: Date: v Structural approved by: —D. Date: -7 103 Note transfer by: Date: Yellow Ruildine Divisinn OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE PROPOSED BUILDING USE LAL-x� w LAW t.I. h L -J U y BUILDING PERMIT FEES Balance Due ..................... $ Additional Fees Due ................. $ Additional Fees Due ...... ........ $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x— # Units Amt. Commercial (sq. ft.) ............ -x — Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.# 69-53--101/O �3-e DATE ))3),3 RECEIPT # DATE REC. 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 processj APPLICANT DATE 3 IlO� Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) NOTES b1� s ! o, etoo- SIML Z y v i. RESIDENTIAL 069-530-040 02-1973 PERMIT�►�IO. BYERS, DIANA 9 FOWLER CT., OROVILLEW* _=•.:,T'�, CONT: BETTER BUILDERS r' ` NEW SINGLE FAMILY W/ATTACHED + GARAGE � SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address {J M.•Z ata i ELECTRIC I Meter By Date G��''6=� , JOB FINALED (Date) Signature r CHECKED. BY /= OK 0 = Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date .Underfloor (Plans) OK except #'s Date FRAMING (ConVnued) r Zo g -Setbacks -Easements -Flood -Slope Ha)r gars Post Caps -Anchors -Connectors Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Cling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 48. Fire lace Ties or Type A Flue -Fireplace Throat Clearance % 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth '\. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Date 5. Stemwalls, Main; Steel-Blockouts-Wrapped Date 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Date 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas, Piping; Size Test . Attic Access & Platform if Furnace in Attic 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. Card B-1 Date 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Card B-1 Date 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle . Wate Pipe; Test & Anchor -Nail Protection D. .V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Teat Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled &Iliomex Installed Close to Edge of Studs & C.J. qui . Ground made up w/Mech Fasteners -Bond Gas & Water . 2 liance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No Service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light 4. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 1AECHANICAL (Permit) OK except #'s .C. Ducts Insulation & Support nt Fan, Exhaust above insulation ondensate Drain & Overflow, Size & Grade rnace-Vent Access -Comb. Air -Return Air Vent 115 outlet . Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date,FRAMING (Permit) OK except #'s jpr�s,os, Proper Materials & Anchors ails Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing . D aft Stop in Walls (rat proof) 4 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Windows or Exitinq Doors -Sill Ht. & Dimensions Fire Protection Frami A5 operty Line Firewall & Openings J5 xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits / AA -'Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection wood on Roof Overhang -Attic Vents -Rafter Outriggers g -Nailing Veneer S cco Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic 6AVSkear Walls; Nailing -Bolts Wir Brace Interior/Exterior Wall Panels nsulation-Walls-Ceilings 62. Infiltration -Walls -Windows Date jyjQ3 Card 8-1 Date Card B-1 / Date Card 13-1 Date Card B-1,/ Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings ge"Smoke Detector 5rnace Vents -clearance -Comb, Air -Connector - In Garaqe; Above Floor-Ducts-Mech. Protection tpyrG Fl. & Bath Fixtures & Tub Access -Spa Q§met:. Trim & Subpanel, Breaker Sizes & Labels irs & Rails t7 replace or Stove, Clearance -Hearth >-Sect Outlets at Wood Panel, Int. & Ext. L2Lt. &Appliance; Ground -Air Gap -Cooking Clearance lac. Outlets & Receptacles at Kit. Counter C.arage Fire Door; Swing -Landing -Closure ?Jya C. Duct in Garage -Damper AW-Vir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 7yrPV., Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage (F.F.I.)-Romex Protection tion -Foam -Looked in Attic Guard Rails & Deck Construction -Post Caps &--FcTn-. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes ` 82. Following Inslld./Drive 0 Yes• No/Walks J Yes r o/Planters 0 Yes Ivo— ucco Brown -Finish nit Disconnect, Electrical -Plumbing ants Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 86. e , Disconnect, Electrical, Plumbing x erior Elec. Trim, G.F.I. Receptacle -Underground AV-Ve—ntilation Throughout House ep-G—iass Protection 90. Corrections from Previous Inspqg1jaq �G�gge s-Electr' . ater & Sewer Connected -C/O to Grade -HD Approval rgy Compliance Certificate -Other Certificates . Address Posted ' Date p Card B-1 XX Date Card B-1 Date / Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ./= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBIL"OME UT&ITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements•,^ r 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 •� ";.;COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 • Telephone (530) 538-7541ERMIT NO. (Rev:,1'2/96) APRLI�,ATION AND HERMIT a ASSESSOR PARCEL NUMBER 069-530-040 ZONING '.-� BUILDING PERMIT OWNERS�M . DIANA TE��L�"EPPHONEQQ A 89 - SO. FT. OCC. BUILDING VALUATION 2836 • OWNERS MAILING AbDRESS $ GLR411ROW ST. UNTON rTIV rA GIAR _ � 9 CONTRACTOR'S NAME TELEPHONE_ BETTER BIJIMERS 584-2574 -� INO (M . CONTRACTORS MAILING ADDRESS 5 x F CA 9_5966 CONSTRUCTION LENDER ' Fireplace I"`V � �- LENDER'S MAILING ADDRESS Total Valuation $ 144 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 972.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 6-31.80 BUILDINGADDRESS Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1 80 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT, Fling Fee 20.00 Each Trap ( 7.00-70.00 USEOFSTRUCTURE s �t� SF 9 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat'pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 S 00 TYPE OF WORK New I1 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: M STWIA FAMTtY is A (! Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $15m.(10 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my'license is in full force and effect. +�ry Lic. No. License Class .7;w A3 M � 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 Main Service To 46.00 CCU000A NEW CONST. DWELLING OCCUP. WE OR ( a ACC. S. SO 3.5¢FT: AGNS. NPN pO�IDT MULTI.OUTLET @7,50 POWERAPPAPATUS a SINGLE OUTLET CIR. . Ex. Occup. OUTLET OR FDRLIRES 20 p 1.00 BAL @ .50 Ex. Occup. O EDrB RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 142.26 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.6.50 C3 I 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 S'%�. r_,o Policy Number 1,-5 / 4 7 V.3' (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 forthwith comply with those provisions. 0 ,/�, X / 1 L S Date Signature ofA ppO nt - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating DU& PAK 2 1 40.00 Cooling 50.00 6.50 Ventilation 4 4.50 18.00 PERMIT FEE $ M.50 Mobile Home Installation Fee $ Energy Inspection Fee $ ".00 Occ .-5 CONST. n+� V V TOTAL FEE $ 29119.56 HAZ. "'r' D. FE IMP FLOOD COF 1 VL,M! PAR _ HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By �r� a✓ Date _ �% h� PERMIT EXPIRES ONII' f .X 6 ate r/�� Receipt No. 36W2 $2.(87.56l ..� .' I +�>A! WHITE-D.D.S.-B.D. CANARY -ASSESSOR "PI K-INSPECTO T GOLDlJNROD-APPLICANT e MICHAEL MOONEY 5A MADRONE AVE.' CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Butte County Development Services Department Building Division 7 County Center Drive Oroville, CA 95966 Re: Byers Permit # 02-1973 Revisions: I have reviewed the changes to the shear wall at the storage and find that if the wall is built as shown on page 1 it will be adequate. Please note that Plywood is required on BOTH SIDES, edge nailed on 4x framing with 8d nails at 3" on center. Plywood is continuous. Inside layer nailed at bottom of double top plates and bottom nailed to blocking - see detail. The change to the upstairs bedroom results in increasing shear wall quantity, and is an OK change by me. Thank you for your consideration and PATIENCE. Yours, Qom"' - MOONFFy� kl��g 020647 Michael Mooney My license expires 9-30-05 *s�qT CIV\\,\�pQ��� E 0F CPo i. j I i ` 1 i � f I r`2. A4 All r 6yU �Y1�t 5��5 INq1C 1 d4--; 3qo d dtGAtl� alp 'jOaE NA-tL(M(. a+v qac M.�,�c—t2s `T2 9.CES oc 6"1?Q z �0 ,9 I��;2 �• �T ►ua.pc = �, � � x `�/3 z � 8 Y C (��� rnv � � � �t�. Tic = S.35' � r *t ko (If V,, &x_ 0 . T .'23.3S X, G.c15= 7.Gl3`L A �fL a6us tslL. Scat Wk -,LC 6V- , IN L 1 tJScO� �z.zru�2 E24i �\�)TC OF T14fk ?y � A I -Ti CZ O i CER IFICATE OF LICENSEE 4 C 1. CONFORMANCE /HE UNDERS/GNED MA NUFA C TURER HEREB Y CER TIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, , quc raI Glmd Laminated Timber, and that such manufacture has been at our plant in wlss 0e, , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: Keller Lumber Sales for Stock JOB LOCATION: __ Redding, CA CUSTOMER'S ORDER NO. ' O lV 74y DATE 12-14-87 MFGR'S ORDER N0. 3264-A -• J 24F -V4. WP Glue. Ind. Ann., Load SIGNATURE /gsL f�`S`Ea�ls - COMPANY American Laminators, Inc. TITLE Quality Control ADDRESS POB 99, Swisshome, OR DATE 12 -22-87 A/TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. A AMERICAN INSTITUTE OF TIMBER." ONSTRUCTION Cr1 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION LOERKE INSULATION CO., iNC., INSULK1710 i CERTIFICA e DESCRIPTION OF INSTALLA71ON 1. ROOF Material Thickness (inches) 2. CEILING Baa or Blanket Type-lgwigbaLML Thldcness (inches) 13 loose Fill Type Fiberglass Commet r/s min. installed weightlR sq.• 615 b. Brand Name Thermal R (R -Value) Brand Name Johns Manville Thermal Rests vice (R»Value) '?3� Brand Name Johns Manvile Minimum Thbi=ss IS, -46 ;. Manutac tuWs Installed vwelgIa per square toot to awe Themud Resistance (R Value) -%-'-Sq' 3. EXTERIOR WALL Material Fibarritaas Batts Thidmess (o ff 6.5 4. RAISED FLOOR MetwW Ebalwa Bene ThWkness (inches) b •5 S. SLAB FLOOR ! PERiM . Material . Thickness Perimeter insulation Depth (Inchslij 6. FOUNDATION WALL Material Thidm w (inches DECLARATION Brand Name Jaihna.Manville Thermal Reser (R -Value) Brand Name Johna Manville Thermal R WMance (R Value) .-R A Brand Name nca (RValue) , - Brand Name Th (R -Value) in N Gen== • 1 «r• . • • ''r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SEflVICES 411 Main Stree! • Chico, CA -(530) 891-2751 7 County CenterfDrive • Oroville, CA • (530) 538-7541 -elf 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 notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please q%tact this office immediately. e0 I Dater U ---:0 Inspector — REV 10,92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT -SERVICES 411 Main,_Street- Chico, CA • (530) 89172751 I t 7 County Center Drive • Oroville, CA • (530) 538.7541 CORRECTION NOTICE A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice 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. j s Date / Inspector REV `10/92 COUNTY OF BUTTE BUILDING DIVISION —DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 75 2- CORRECTION NOTICE z - OWN PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed If you have any questions pertaining to this matter, or need additional explanation, please ntact this office imm%e-diatelly. r__j 1/ 1_ /n G -r /Z__ e_-4 "4'' i,a,. Date 3 Inspector REV A2 COUNTY OF BUTTE,,, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES '411 Main Street- Chico, CA -.1(530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 _ CORRECTION NOTICE 02, 17 DOWNER PERMITNO. 0. IL. A routine inspection indicates that thefollowing violations of butte county Ordinances exist at the above address and should be correoc, ed. Please notice 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. ` r a , yt.(' �o,r}��i'� .) odic. p41 cC �. 4/1 o^ k:z /A � 1 1 '1 t Date - , / 0.3 Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES '-Q-411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 I 4 CORRECTION NOTICE oA.-:5 R/ _ PERMI O. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact. thiWfice immediately. tom_ ,- -P ,/ .' IF SL . _ .. l/-1. .,. Date REV 1 2 Inspector ✓M y" .r r=: �7 a�f .,. Date REV 1 2 Inspector ✓M y" COUNTY OF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES - BUILDIN DIVISION 7 County Center Drive - Oroville, Cali'for,nia 95965 - Telephone (530) 538 7541 PERMI'LN.O. (Rev.12/96) �. APPLICATION AN111PERMIT - ASSESSOR PARCEL NUMBER 069-530-040 NG tl BUILDING PERMIT OWNER J TDIANAELEPHONETELEPHONE 489-5794 - SQ. FT. OCC. BUILDING VALUATION 2836 IR 153,144 MAILING AbDRESS 32249 MINBROOK ST, INITON CITY, CA 94587 191A 11 21,924 - CONTRACTOR'S NAME ..-I-IrISUEPHONE 1380 coy 17 940 - CONTRACTOR'S MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace I "A7 111500. LENDER'S MAILING ADDRESS Total Valuation $ 194.508. ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 -Filing Permit Fee $ 972.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 6-31-80 BUILDING ADDRESS Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 1-646.80 LOT NO. SUBDIVNAME .�/ PARCEL MAP PLUMBING PERMIT Fling ree 20.00 Each Trap 7.00 70-00 USEOFSTRUCTURE SF & Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New )] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1\. TFJJ qTNls F' =SHED- a40 -A -GE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 00 Mobile Home S G W . @20.00 PERMIT FEE $ 1910 - 00 ELECTRICAL PERMIT I Fling Feel 20.00 Main Service . '0 LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING License Class � Lic. No. f�C Cyi- 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. O 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWa UJNG OCCUR OR ADDNS. ( ACC. S. SO 99-96 3.5¢FT; CONS ULT ' MI.OUTLET @7.50 OWERLE APUTLETPARATUS OCIR. Ex. Occup. OUTLET OR F0(TURES zo Q 1.00 BAL @ .50 O Ex. Occup. o xuTtErs aELN 6.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t 142-26 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. Rr I 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' com ILinsurance carrier and policy number are: Carrier S a IL F4.."o Policy Number /-S GB 7 Y-5 (The above sections need not be completed 4 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 f rthwith comply with those provisions. X Date %- 23 -.0.2 _ Signature of ppli ant - ❑ Owner VT Contractor ❑ Agent ' An OSHA per it is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 1 20.00 Heating DUAL PAK 2 40.00 Cooling 50.00 Hood 6.50 6. 50 Ventilation LE PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ -3TOTAL coNs . FEE $ 2 119.56 HAZ. D. FE IMP FL00 CDF PAR L HD ISSU This permit is hereby issued under of the Butte County Code and/or indicated abgye for which fees have B64L PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. �.CJ ate Receipt No. 360602' WHITE-D.D.S.-B. D. CANARY- SSESSOR PI S CTO GOLD ROD -APPLICANT oll 'l�t�s..','tlT>n7�.T(1:,+�(i�-r�'";',�'`'r..,,w,. wi .tr�t �,• .J 'Y r.000NTY OF BUTTE -DEPARTMENT OF Ek �OPMENT SERVICES-BUILDI DIV" ION 7 County Center Drive, Oroville, CA19.5965 Pho&(5J0M8-7541 Fax (530)53' - 140 z. PERMIT APPLI°CATION DATA SHEET OWNER: CS 1 ASSESSOR PARCEL NUMBERs-Q�l Proposed Building se: ^ �� Counter Technician: Date-.'- Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. .� 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. �( 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. -16A 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 10 4. Engineered truss details and layouts in duplicate. No faxes! V5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation finstructions, (B) Marriage line information; (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. r ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet-si ng ed by the engineer. Items required 6ejWtial plan review 54f checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs. ' -11"t ................................ ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following_items.) �N(;Fees as shown on the attached Schedule of Fees Due Sheet ..................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings.c.--mo ......................... j - l� 10. Sanitation and plot plan approval from the Environmental Health Department in , , i 7. City of Chico -Plumbing permit .................................... Q California Department of Forestry plan approval paid. Sent_ by: .....TW... ❑ 19. Planning approval for (A) Use: (3� K (B)Parking: (C Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 2. Pre -Inspection for required ................ 3. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. ' Worker's Compensation Carrier and Policy Number ............................................... ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 6. Letter of Signature authorization.................................................................... 1 7. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance.....................................I ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31..Other: When issued Telephone . 2i01- 2 5 Lj and hold for pickup. I have been informed of the Applicant: items and requirements for•obtaining a building permit. 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Plan Check Letter '•' "'` ❑ phone, ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ co ter, b Date: _ Plans approved by:oO W Date: Z all &21 _Structural approved by: W Date: d , 6-Zl , Yellow: Building Division [ ti CUUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES b BUILDING DIVISION - 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE �sf A.P. # J65'q– DAM CEIPT # DATE REC. . BUILDING PERMIT FEES Balance Due ...................... O C/ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .....`v1 ....$ -y SCHOOL DISTRICT FEES —0 d I, 1-b (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ......................$360.0 – $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... x = $ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7 . SRA FIRE INSPECTION AND PLAN CHECK 89.00 aid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER a/a/0 7- V 4 - . - I I V S67 1!�WLJ �Zh�f 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 i.,3 -0x Pursuant to Governmet)Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your projec . You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protesuare specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) w MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROV,ILLE, CA. 95966 533-533-2131 CANTILEVERED RETAINING WALL DESIGN 41* -u wtwIdGAz WALL & FOOTING DATA Retained Height = Wall Ht. above Soil Toe Width = Heel Width = Total Footing Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. _ SLIDING CHECK - Ftg/Soil Fricr.ion = Soil to Neglect = Lateral Press°are = Passive Pressure = Friction = Add' 1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Etc. of resultant = Max. Shear @ Toe. Max. Shear @ Heel = Allow. Ftg Shear = Factors of Safety: Overturning = Sliding = Origin of Force... Active Soil Press. Soil over Heel = Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vertical Component of Active Pressure = Totals = 4.00 ft 0.00 ft 1.00 ft 2.00 ft 3.00 ft 15.00 in 0.00 in 0.00 in 0.00 ft 0.35 0.00 in 628 # 195 # 756 # 0.0 # Date: .09/25/02 VERTICAL LOADS psf Soil Press. Mult. LATERAL LOADS - Axial DL on Stem = 410 plf Lateral Load Acting on Axial DL on Stem = 285 plf Stem Above Soil = ....Eccentricity. = 0.00 in Add'1 Lateral Load = Surcharge over Toe = 0.0 psf Dist to Load Start = Surcharge over Heel = 150.0 psf Dist to Load End = Note: Heel Surcharge.Resists Overturning psi Actual = SOIL DATA 0.00 0.0 ADJACENT FOOTING Allowable Bearing = 1500 psf Vertical Load = Active Lateral = 30.0 pcf Load Eccentricity = .....Max Press. = 0.0 pcf Footing Width = ...Slope Press. = 0.0 pcf Ftg. CL to Wall = Backfill Slope = 0.0 :1 Vert. Position of Ftg. Passive Press. = 250.0 pcf ...Above/Below: Soil Density = 110.0 pcf Spread Footing. Soil Ht over Toe = 0.00 in 1351.0 psf Soil Press. Mult. Toe 278.4 psf By'ACI Bq 9-1 = 1939 1500 psf Mu -Upward = 884 3.95 in Mu -Downward z 131 0.50 psi Mu -Design = 753 -1.19 psi One -Way Shear: 0.0 85.00 psi Actual = 0.5 0.00 0.0 Allowable = 85.0 2.94 :1 Cover over Rebar = 3.50 1.51 :1 'd' = 11.50 0.00 0.0 Ru = Mu/bd"2 = 6.3 0 410.0 SUMMARY OF FORCES & MOMENTS 0.0 Overturning Moments 0.0 # 0 ft ft-# FOOTING DESIGN Heel PC 400 sf 558 t-# Min. As Percent 968 ft-# Omit SP Under Heel -410 ft-# Toe # 4 @ 12.42 1.2 psi # 5 @ 19.25 85.0 psi # 6 @ 27.33 2.50 in # 7 @ 37.27 12.50 in # 8 @ 48.00 2.9 psi # 9 @ 48.00 Resisting Moments # ft Page: 10 0.00 psf 0.00if 0.00 t 0.00 ft 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft ? No 2500 psi = 40000 psi 0.0014 ? No Heel 11.43 in o/c 17.71 in o/c 25.14 in o/c 34.29 in o/c 45.14 in o/c 48.00 in o/c ft-# 628.2 2.05 1287.3 0 0 0 0 0 0 586.7 2.33 1368.9 -23.4 0.42 -9.8 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 200.0 2.33 466.7 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 410.0 1.33 546.7 0.0 0.00 0.0 0 0 0 0 0 0 400.0 1.33 533.3 0.0 0.00 0.0 0 0 0 0 0 0 562.5 1.50 843.7 0 0 0 0.0 0.00 0.0 0 0 604.8 # Resisting Totals Used For Soil Pressure (Vert. Compcnent of Active Pressure Removed) 0 0.0 0.00 1211.5 ft-# 2159.2 # 2159.2 # 0.0 3759.3.ft-# 3759.3 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ROCALC MICHAEL MOONEY, KW -0601576 ` MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, QA. 95966 530-533-2)131 CANTILEVERED RETAINING WALL DESIGN (.....continued) STM SUMMARY Top Stem: From 4.00 ft to Top of Wall 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 0.0 <= Mn = 1558.Oft-# Vu = 0.00 <= Vn = 85.00psi Interaction Value = 0.000 Second Stem From 3.00ft to 4.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f' c= 2500.0psi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 40.2 <= Mn = 1558.Oft-# Vu = 1.12 <= Vn = 85.00psi Interaction Value = 0.026 Third Stem From 2.00ft to 3.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 194.8 <= Mn = 1558.Oft-# Vu = 3.68 <= Vn = 85.00psi Interaction Value = 0.125 Fourth Stem From 1.00ft to 2.00ft 8.00in Colcrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.0psi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 514.8 <= Mn = 1558.Oft-# Vu = 7.30 <= Vn = 85.00psi Interaction Value = 0.330 Bottom Stem From O.00ft to 1.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 6.Oin Mu = 1051.3 <= Mn = 1558.Oft-# Vu = 11.99 <= Vn = 85.00psi Interaction Value = 0.675 s" CONN. 40 1S"V *5 q, 1S' Horiz Date: 09/25/02 Page: ' N HEEL (top) : u 5 " ox. TOE (bot) : 5 " o.c. * 4 HORIZ. AS SHOWN a M V4.4C1 (c) 1983-96 SNERCALC MICHAEL MOONEY, KW -0601576 I • N r. a ' N HEEL (top) : u 5 " ox. TOE (bot) : 5 " o.c. * 4 HORIZ. AS SHOWN a M V4.4C1 (c) 1983-96 SNERCALC MICHAEL MOONEY, KW -0601576 I t. N SLAB VERT STEEL COMPACT BACKFILL #4's AT 18" cc. DOWELS AT 18"cc_ REBAR CENTERED R4 EBAR CENTERED IN WALL 11 HORIZ. STEEL 16 #4's AT 10" OC. MAX f2" CLR#4's AT 15'cc.(2) #4s CONT 3" CLR. 4' C c MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, C<A. 95966 530-50353-21311 CANTILEVERED RETAINING WALL DESIGN C Date: 09/25/02 Page: 5' k_" LAJ c1 --t4 [ 6 O V-)51 (0 U i-=ik . WALL & FOOTING DATA Retained Height = Wall Ht. above Soil = Toe Width = Heel Width = Total Footing Width = Footing Thickness Key Depth = Key Width = Toe to Key Dist. SLIDING CHECK - Ftg/Soil Friction = Soil to Neglect = Lateral Pressure = Passive Pressure Friction Add'1 Force.Required = SUMMARY Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max..Shear @ Toe Max. Shear @ Heel = Allow. Ftq Shear = Factors of Safety: Overturning = .Sliding = Origin of Force... Active Soil Press. _ Soil over Heel = Soil * over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall Load @ Proj . Wall Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight Vertical Component of Active Pressure = 785 # VERTICAL LOADS = 0.0 . LATERAL LOADS - 5.00 ft Axial DL on Stem = 410 plf Lateral Load Acting on 0.00 ft Axial DL on Stem = 285 plf Stem Above Soil = 1.25 ft ....Eccentricity = 0.00 in Add'1 Lateral Load = 2.00 ft Surcharge over Toe = 0.0 psf Dist to Load Start = 3.25 ft Surcharge over Heel = 150;0 psf Dist to Load End = 12.00 in Heel 0.0 f'c 284.1 8.00 in Note: Heel Surcharge Resists Overturning 407 ppsf 12.00 in SOIL DATA Mu -Upward = 1393 ADJACENT FOOTING 1.08 ft Allowable Bearing = 1500 psf Vertical Load = 1058 ft-# Active Lateral = 30.0 pcf Load Eccentricity = 0.35 -504 .....Max Press. = 0.0 pcf Footing Width = 0 00 in Slope Press = 0 0 pcf Ftg CL to Wall = 785 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. 347 # Passive Press. = 250.0 pcf ...Above/Below: [+/ 851 # Soil Density = 110.0 pcf Spread Footing. 0.0 # Soil Ht over Toe = 0.00 in 0.0 0.00 0.0 0 0 0 FOOTING DESIGN 1387.1 psf Soil Press. Mult. Toe Heel 0.0 f'c 284.1 psf By ACI Eq 9-1 = 1986 407 ppsf Fv 1500 psf Mu -Upward = 1393 553 ft-# Min. As Percent 4.29 in Mu -Downward = 164 1058 ft-# Omit SP Under Heel 8.73 psi Mu -Design = 1229 -504 ft-# Toe -3.10 psi One -Way Shear: 0 0 0 # 4 @ 16.81 85.00 psi Actual = 8.7 3.1 psi # 5 @ 26.05 Allowable = 85.0 85.0 psi # 6 @ 36.97 2.65 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 1.53 :1 V = 8.50 9.50 in # 8 @ 48.00 Ru = Mu/bd"2 = 18.9 6.2 psi # 9 @ 48.00 SUMMARY OF FORCES fi MOMENTS Overturning Moments Resisting Moments - # ft ft-# # ft 0.00 psf 0.00 if 0.00 t 0.00 ft 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft ? No 2500 psi = 40000 psi 0.0014 ? No Heel 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 48.00 in o/c ft-# . 785.5 2.31 1816.4 0 0 0 0 0 0 733.3 2.58 1894.4 -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 200.0 2.58 516.7 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 410.0 1.58 649.2 0.0 0.00 0.0 0 0 0 0 0 0 500.0 1.58 791.7 0.0 0.00 0.0 0 0 0 0 0 0 487.5 1.63 792.2 0 0 0 100.0 1.58 158.3 0 0 0 0.0 0.00 0.0 Totals = 770.5 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4C1 (c) 1983-96 ENERCALC 1811.4 ft-# 2430.8 # 4802.5 ft-# 2430.8 # 4802.5 ft-# 0 (continued on next page....) MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE • OROVILLE, gA. 95966 530-�33-2131 CANTILEVERED RETAINING WALL DESIGN ( .....conti.nued) STEM SDMMARY Top Stem: From 5.00 ft to Top of Wall 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Bmbed= 12.Oin Mu = 0.0 <= Mn = 1558.Oft-# Vu = 0.00 <= Vn = 85.00psi Interaction Value = 0.000 Second Stem From 3.00ft to 5.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0pps1 Wall Wt.= 100.00psf, Bar Bmbed= 12.Oin Mu = 194.8 <= Mn = 1558.Oft-# Vu = 3.68 <= Vn = 85.00psi Interaction Value = 0.125 Third Stem From 2.00ft to 3.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0pps1 Wall Wt.= 100.00psf, Bar Bmbed= 12.Oin Mu = 514.8 <= Mn = 1558.Oft-# Vu = 7.30 <= Vn = 85.00psi Interaction Value = 0.330 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar &tubed= 12.Oin Mu = 1051.3 <= Mn = 2379.2ft-# Vu = 11.99 <= Vn = 85.00psi Interaction Value = 0.442 Bottom Stem From O.00ft to 1.00ft 8.00in Concrete w/ # 5 @ i8.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Bmbed= 8.1in Mu = 1855.1 <= Mn = 2379.2ft-# Vu = 17.73 <= Vn = 85.00psi Interaction Value = 0.780 Date: 09/25/02 Page: 8" CONC. # 4P 18" Vert (P CL 05 @ 18 - Horiz 8" CONC. 4 e 18" VErt ' 5f-18"Horiz HEEL (top) : 5 e " o. c. TOE (bot) : 5 " o.c. 4 HORI Z. AS SHOWN .I. M 7" V4.4C1 (c) 1983-96 6NERCALC MICRUL MOONEY, RW -0601576 HORIZ. STEEL #4's AT 13"OC MAX. VERT STEEL #4's AT 18"cc. REBAR CENTERED IN WALL TO DAYLIGHT IS' UNDISTURBED 2" CLR GROUND #4's AT 15' cc. N_ (4) #4's CONT. 0 LT 39" uj p,El MOp���j� 020647 A Y� CIVI\� \ OF CA. �F.. #4 DOWELS AT 48" OC. COMPACT 37 BACKFILL x #5 DOWELS AT 16'cc. < REBAR CENTERED t L 15" PROVIDE DRAINAGE HORIZ. STEEL #4's AT 13"OC MAX. VERT STEEL #4's AT 18"cc. REBAR CENTERED IN WALL TO DAYLIGHT IS' UNDISTURBED 2" CLR GROUND #4's AT 15' cc. N_ (4) #4's CONT. 0 LT 39" uj p,El MOp���j� 020647 A Y� CIVI\� \ OF CA. �F.. MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE • OROVILLE, C.A. 95966 530-G33-2131 CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA Retained Height = Wall Ht. above Soil Toe Width = Heel Width = Total Footing Width = Footing Thickness Rey Depth = Rey Width = Toe to Key Dist. _ SLIDING CHECK - Ft�/Soil Friction = Soil to Neglect = Lateral Pressure = Passive Pressure = Friction = Add'1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel = Allow. Ftg Shear = Factors of Safety: Overturning = Sliding = Origin of Force... Active Soil Press. _ Soil over Heel Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight Vertical Component of Active Pressure = 6.00 ft 0.00 ft 1.75 ft 2.00 ft 3.15 ft 12.00 in 13.00 in 12.00 in 1.25 ft 0.35 0.00 in 1021 # 543 # 985 # 0.0 # Date: 09/25/02 VERTICAL LOADS = 0.0 :1 LATERAL LOADS = Axial DL on Stem = 410 plf Lateral Load Acting on Axial DL on Stem = 285 plf Stem Above Soil = ....Eccentricity = 0.00 in Add'1 Lateral Load = Surcharge over Toe = 0.0 psf Dist to Load Start = Surcharge over Heel = 150.0 psf Dist to Load End = Note: Heel Surcharge Resists Overturning psi Actual = SOIL DATA 0.00 0.0 ADJACENT FOOTING - Allowable Bearing = 1500 psf Vertical Load = Active Lateral = 30.0 pcf Load Eccentricity = .....Max Press. = 0.0 pcf Footing Width = Slope Press = 0 0 pcf Ftg CL to Wall = Backfill Slope = 0.0 :1 Vert. Position of Ftg. Passive Press. = 250.0 pcf ...Above/Below: [+/-] Soil Density = .110.0 pcf Spread Footing. Soil Ht over Toe = 0.00 in 322 1320.7 psf Soil Press. Mult.. Toe 332.7 psf By ACI Bq 9-1 = 1885 1500 psf Mu -Upward = 2551 4.48 in Mu -Downward = 322 15.11 psi Mu -Design =. 2229 -3.65 psi One -Way Shear: 0.0 85.00 psi Actual = 15.1 0.00 0.0 Allowable = 85.0 2.50 :1 Cover over Rebar = 3.50 1.50 :1 Id' 8.50 0.00 0.0 Ru = Mu/bd"2 = 34.3 0 410.0 SUMMARY OF FORCES & MOMBiffS 0.0 Overturning Moments 0.0 # 0 ft ft-# FOOTING DESIGN Heel f' c 475 ppsf 571 ft-# Min. As Percent 1195 ft-# Omit SP Under Heel -624 ft-# Toe # 4 @ 16.81 3.6 psi # 5 @ 26.05 85.0 psi # 6 @ 36.97 2.50 in # 7 @ 48.00 9.50 in # 8 @ 48.00 7.7 psi # 9 @ 48.00 Heel - 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 48.00 in o/c Resisting Moments # ft ft=# 1021.4 2.66 2717.3 0 0 0 0 0 0 880.0 3.08 2713.3 -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 200.0 3.08 616.7 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 410.0 2.08 854.2 0.0 0.00 0.0 0 0 0 0 0 0 600.0 2.08 1250.0 0.0 0.00 0.0 0 0 0 0 0 0 562.5 1.88 1054.7 0 0 0 162.5 1.75 284.4 0 0 0 0.0 0.00 0.0 Totals = 1006.4 # 2712.3 ft-# 2815.0 # Page: 0.00 psf 0.00 if 0.00 t 0.00 ft 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No 6113.2 ft-# Resisting Totals Used For Soil Pressure 2815.0 # 6773.2 ft-# (Vert. Component of Active Pressure Removed) (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE • OROVILLE, QA. 95966 530-�33-2131 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SDMMAEY Top Stem: From 4.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Emhed= 12.Oin. Mu = 194.8 <= Mn = 2379.2ft-# Vu = 3.68 <= Vn = 85.00psi Interaction Value = 0.082 Second Stem From 3.00ft to 4.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f 1 c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 514.8 <= Mn = 2379.2ft-# Vu = 7.30 <= Vn = 85.00psi Interaction Value = 0.216 Third Stem From 2.00ft to 3.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f l c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 1051.3 <= Mn = 2379.2ft-# Vu = 11.99 <= Vn = 85.00psi Interaction Value = 0.442 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 5 @ 12.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 1855.1 <= Mn = 3493.2ft-# Vu = 17.73 <= Vn = 85.00psi Interaction Value = 0.531 Bottom Stem From O.00ft to 1.00ft 8.00in Concrete w/ # 5 @ 12.00in, d= 4.00in flc= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Bmhed= 8.9in Mu = 2977.4 <= Mn = 3493.2ft-# Vu = 24.54 <= Vn = 85.00psi Interaction Value = 0.852 i Date: 09/25/02 8- CONC. 5@,18"Vert 0CL =5 f, 18 - Hori z 8- CONC. 518" Vert =5 P 18 HOriz HEEL (top) : 5 cP " o. c. TOE (Dot) 5 0 " 0. C. 4 HORIZ. AS 5HOW01 Page: j v- S.. - 9.. V4.4C1 (c) 1983-96 BMERCALC MICHAEL MOONEY, KW -0601576 I gtl #4's AT 15"cc. N_ (4) #4's CONT. Q�NF E S SI pNgl M 3" cLR. �Q�oPE . MOp2 < " 020647 45 J%,9� C10, FOF Q\�F� �6vIIlXt��t���R. `" VERT STEEL #5's A T 18 "cc. COMPACT BACKFILL HORIZ. STEEL #5's AT 15 "OC MAX. Pc = 2500PSI AT 28 DAYS GRADE 40 REBAR MINIMUM 12" MINIMUM REBAR LAP #5 DOWELS AT 12"OC. NEWALL ENTERED CENTERED IN WALL 27 19" PROVIDE DRAINAGE 21" TO DAYLIGHT 2" CLR UNDISTURBED GROUND #4's AT 15"cc. N_ (4) #4's CONT. Q�NF E S SI pNgl M 3" cLR. �Q�oPE . MOp2 < " 020647 45 J%,9� C10, FOF Q\�F� �6vIIlXt��t���R. `" • MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-133-2 1311 CANTILEVERED RETAINING WALL DESIGN I m, k wni I I 0o 16 JIV WALL & FOOTING DATA Retained Height = Wall Ht. above Soil = Toe Width = Heel Width = Total Footing Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. _ SLIDING CHECK - Ft5/Soil Friction Soil to Neglect = Lateral Pressure = Passive Pressure = Friction = Add'1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel = Allow. Ftg Shear = Factors of Safety: Overturning = Sliding = Origin of Force... Active Soil Press. _ Soil over Heel = Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall = Averaged Stem Wts. _ Added Lateral Load = Footin5 Weight = Key Weight = Vertical Component of Active Pressure = 7.00 ft 0.00 ft 2.25 ft 2.50 ft 4.75 ft 12.00 in 15.00 in 12.00 in VERTICAL WADS Axial DL on Stem = Axial DL on Stem = ....Eccentricity = Surcharge over Toe = Surcharge over Heel = Date: 09/25/02 LATERAL LOADS 410 plf Lateral Load Acting on 285 elf -Stem Above Soil 0.00 in Addll Lateral Load = 0.0 psf Dist to Load Start = 150.0 psf Dist to Load End = Note: Heel Surcharge Resists Overturning SOIL DATA ADJACENT FOOTING 1.50 ft Allowable Bearing = 1500 psf Vertical Load = Active Lateral = 30.0 pcf Load Eccentricity = 0.35 .....Max Press. = 0.0 pcf Footing Width = 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 1287 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. 633 # Passive Press. = 250.0 pcf ...Above/Below: [+/-] = 1294 # Soil Density = 110.0 pcf Spread Footing. ? 0.0 # Soil Ht over Toe = 0.00 in 'FOOTING DESIGN 1153.1 psf Soil Press. Mult. Toe Heel. f'c = 523.4 psf By ACI Eq 9-1 = 1639 744 sf' 1500 Psf Mu Upward = 3791 1444 t-# Min. As Percent = 3.57 in Mu -Downward = 532 2517 ft-# Omit SP Under Heel ? 19.40 psi Mu -Design = 3260 -1014 ft-# Toe Heel - -5.99 psi One -Way Shear: # 4 @ 13.95 15.04 in o/c 85.00 psi Actual = 19.4 6.0 psi # 5 @ 21.62 23.31 in o/c Allowable = 85.0 85.0psi # 6 @ 30.69 33.08 in o/c 2.95 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 41.84 45.11 in o/c 1.50 :1 'd' = 8.50 9.50 in # 8 @ 48.00 48.00 in o/c Ru = Mu/bd"2 = 50.1 13.2 psi # 9 @ 48.00 48.00 in o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments # ft ft-# # ft ft-# 1287.3 3.01 3869.1 0 0 0 0 0 0 1411.7 3.83 5411.4 -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 275.0 3.83 1054.2 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 410.0 2.58 1059.2 0.0 0.00 0.0 0 0 0 0 0 0 700.0 2.58 1808.3 0.0 0.00 0.0 0 0 0 0 0 0 712.5 2.38 1692.2 0 0 0 187.5 2.00 375.0 0 0 0 0.0 0.00 0.0 Totals = 1272.3 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 3864.1 ft-# 3696.7 # 3696.7 # Page: 0.00 psf 0.00 pplf 0.00 ft 0.00 ft 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No 11400.2 ft-# 11400.2 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530 n"Jv J -L 1�1 Date: 09/25/02 Page: 1SJ CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 7.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 18..00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 0.0 <= Mn = 2379.2ft-# Vu = 0.00 <= Vn = 85.00psi Interaction Value = 0.000 Second Stem From 4.00ft to 7.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 514.8 <= Mn = 2379.2ft-# Vu = 7.30 <= Vn = 85.00psi Interaction Value = 0.216 Third Stem From 2.00ft to 4.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.01n Mu = 1855.1 <= Mn = 2379.2ft-# Vu = 17.73 <= Vn = 85.00psi Interaction Value = 0.780 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 6 @ 12.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 2977.4 <= Mn = 4823.1ft-# Vu = 24.54 <= Vn = 85.00psi Interaction Value = 0.617 Bottom Stem From O.00ft to 1.00ft 8.00in Concrete w/ # 6 @ 12.00in, d= 4.00in f' c= 2500.0psi, Fy= 40000.Opsi Wall Wt.= 100.00psf, Bar Embed= 11.6in Mu = 4469.0 <= Mn = 4823.1ft-# Vu = 32.42 <= Vn = 85.00psi Interaction Value = 0.927 8" CONI. 50 18" Vert 0 CL "5 a 18 " Hori z 8" CONC. 50 18" Vert1 A5 0 18 " Horiz f HEEL (top) : So " ox. TOE (bot) :'° 5 e " ox. 4 HORIZ. AS SHOWN V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2 1 -:f1 Date: 09/25/02 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SDt•AlARY Top Stem: From 1,00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 18.00in, d= 4,00in f' c= 2500.Opsi, Fy= 40000.0pps1 Wall Wt.= 100.00psf, Bar Xd= 12.Oin Mu = 0.0 <= Mn = 2379.2ft-# Vu = 0.00 <= Vn = 85,00psi Interaction Value = 0.000 Second Stem From 4.00ft to 1:OOft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0pps1 Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 514.8 <= Mn = 2379.2ft-# Vu = 7.30 <= Vn = 85.00psi Interaction Value = 0.216 Third Stem From 2.00ft to 4.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4,00in f'c= 2500.Opsi, Fy= 40000,0pps1 Wall Wt.= 100.00psf, Bar Bm 1 12.Oin Mu = 1855,1 <= Mn = 2379.2ft-# Vu = 17.73 <= Vn = 85.00psi Interaction Value = 0.780 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 6 @ 12.00in, d= 4,00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 2971,4 <= Mn = 4823.1ft-# Vu = 24.54 <= Vn = 85.00psi Interaction Value = 0.617 Bottom Stem From O.00ft to 1.00ft 8.00in Concrete w/ # 6 @ 12,00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100,00psf, Bar Embed= 11,6in Mu = 4469.0 <= Mn = 4823.1ft-# Vu = 32.42 <= Vn = 85.00psi Interaction Value = 0.927 8" CONC. - 5 (P 18" Vert kb CL ' 5 ob 18 " Horiz 8" CONC. & 5(P 18"Ve1tu I - A5 q, 18 Horiz HEEL (top) : # 5 @ " ox. TOE (bot) : ¢ 5 P " ox. 4 HORIZ. AS SHOWN Page: ZC.2 y.- 9" a, V4.4C1 (c) 1983-96 ENERCALC MICEABL MOONEY, RW -0601576 G Li o (V - • a M N y.- 9" a, V4.4C1 (c) 1983-96 ENERCALC MICEABL MOONEY, RW -0601576 N MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 County of Butte May 29, 2002 Development Services Department Building Division 7 County Center Drive Oroville, CA 95966 Re: Byers/Better Builders I have reviewed the revised trusses and find' them to be adequate. Thank you for your consideration. Yours, MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Job Number 102-04-96 May 29, 2002 Client Name Byers/Better Builders APN O C.., 9 — 530 — oaf a Analysis 1997 UBC Dead Loads Live Loads Roof Comp roof 6 psf ''/z" plywood 1.5 16 psf. Trusses 4.0 Insulat. 1.0 %" Gyp. Bd. 2.5 15 psf. Wall Stucco 10 Plywood 1.3 Framing 1.5 '/2" Gyp bd 2.5 Insulat. 1.0 17 psf. Floor Plywood 3.0 40 psf Framing 2.0 Insulation 1.0 Gyp Bd 2.5 10 psf _ Wind Loads P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq = 0.3 in / 0.9 out windward.roof q = 14.5 psf @ 75mph 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic Loads V=2.5CaIW/1.4R Ca=0.36,I=1,R=5.5/4.5 oQ�OE`SS Oq�F Soil Bearing 1500 pounds per square foot Friction = 0.35 47S Lateral Bearing = 250 psf / ft. c`� �■m� bo-Rj= =l® m® min 7 7 A VVL" U IMG DC lIJ 1 NVQ2o VA _.. _ . d.77 KC) V �4��'�C `.----'�J1 1-7K 29 I< - '5;22 4.4 ��� �77ti �... 3�.8.. . &,sS* 23.x `z<19__.774.. _ :3,9,p V --WIND, i2) C lfvr . S ff6 ppb -cc _ v-;, ©,l0 ui &WON) �C��C21 � C�i�,r� ��. Fl ct AA -I L-7)(0 4, P( 61-0 I'S -f M 0. (2nS-WO,2/2) -z- D: IUD I I Y17, i i T -S k4- Fi J- I Ll .......... N=�- itU��D k F0 -- Li �� ►� � s -' I I� i( i -i I i 1 T I -T- T 1 UK . ... ........ F-77-7 _Lj -1 LLJLL 11 ,kl Z�_ -Ab .......... - Om --- - --------- ---------------------- — i I I 1 I I f SI , I - /elf, �� _Us 4-7—_ �LlOLTJU-j 5V i 7A�� W-1111 TV 47 5V i 7A�� W-1111 TV 47 777 L JI - lzi MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Job Number 102-04-96 May 29, 2002 Client Name Byers/Better Builders APN Analysis 1997 UBC Dead Loads Live Loads Roof Wall Comp roof 6 psf '/z" plywood 1.5 16 psf. Trusses 4.0 Insulat. 1.0 '/z" Gyp. Bd. 2.5 15 psf. Stucco 10 Plywood 1.3 Framing 1.5 '/Z" Gyp bd 2.5 Insulat. 1.0 17. psf. Floor Plywood 3.0 Framing 2.0 Insulation 1.0 Gyp Bd 2.5 10 psf Wind Loads P=CCCggIwhere Exposure B Ce = 0.62 @ 15 feet Cg = 0.3 in / 0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof . 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic Loads V=2.5.CaIW/1.4R Ca=0.36,I= 1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral Bearing = 250 psf / ft. 40 psf q = 14.5 psf @ 75mph I=1 y OR li' I im El 6INN �I®FSI® ■I , MISS MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 GENERAL TIMBER BEAM DESIGN 0 Date: 05/29/02 Page; -2A ADS BEAM DATA Timber Section End Fixity Beam Width = 5.500 in Elastic Modulus Beam Depth = 11.25 in Beam Density Lamination Thickness = 0.00 in Load Duration Factor Fb - Bending = 875 psi Beam Wt. is Added to Loads Fv - Shear = 85 psi End Shear Calcld at Suppor Fc - Bearing = 650 psi 2.00 ft t APPLIED LO Point Load: DL = 693.0 # LL = 652.0 # at 2.00 ft Point Load: DL = 767.0 # LL = 721.0 # at 4.00 ft Point Load: DL = 767.0 # LL = 721.0 # at 6.00 ft Point Load: DL = 645.0 # LL = 607.0 # at 8.00 ft SUMMARY USING 5.500 x 11.250 Beam, Bending = 56.0711, Shear = 51.480 Max. Pos Mom @ 4.00 ft = 5.93 k -ft Shear: Max. @ Left Max. Neg Mom @ 8.00 ft = 0.00 k -ft ....used for dsgn Max @ Left = 0.00 k -ft ....Area Rej1d. Max @ Right = 0.00 k -ft Max. @ Right Max. Allow Moment- � = 10.57 k -ft ....used for dsgn fb : Max. Actual = 613.3 psi ....Area Regtd Fb : Allowable = 1093.8 psi fv : Max. Actual Fv ; Allowable Ck = .811(E/Fb)^.5 = 31.02 Cs = (LeD/B"2)".5 4.27 Bearing Req'd @ Left Cv per UBC 2312.4.5 = 1.00 Bearing Reqld @ Right 0 Date: 05/29/02 Page; -2A ADS SPAN DATA Pin:Pin Centel Span = 8.00 ft = 1600000 psi Left Cantilever = 0.00 ft = 35.0 pcf Right Cantilever = 0.00 ft = 1.25 UNBRACED LENGTHS Le : Center Span = 2.00 ft t Le : Left Cant. = 0.00 ft Le :,Right Cant. = 0.00 ft 2.18 k Reactions... DL Maximum 3.28k Left = 1.16k 2.18k = 30.85 int Right = .1.84 k 3.51 k 2.26 k 3.38 k Deflections... = 31.86 int Center = -0.03 in -0.06 in 54.70 psi ....Dist . = 4.00 ft 4.000 ft = 106.3 psi ...L/Defl = 2946 1549 Left = 0.00 in 0.000 in 0.61 in ...L/Dell = 0 0 0.98 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 S.93 Mmex - 5.93ft-k ! 4.00 It -0.00 AA lk Hmin = -0.00 ft -k O 0.00 ft 2.18 Vmex - 2.18 ktp5 • 0.00 ft V.I.- -2.26 klpe o 8.00 ft V -2.26 Dmex - 0.00 In o 0.001t Dm1n - -0.061n P 4.00 It 0.00 -0.06 ft L 1 1 1 I 0.0 1.3 2.7 4.0 5.3 6.7 8.0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY,-KW-0601516 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131? GENERAL TIMBER BEAM DESIGN Timber Section Beam Width = Beam Depth = Lamination Thickness = Fb - Bending = Fv - Shear. _ Fc - Bearing = BEAM DATA End Fixity 5.500 in Blastic Modulus = 11.25 in Beam Density - 0.00 in Load Duration Factor = 875 psi Beam Wt. is Added to Loads 85 psi End Shear Calc'd at Support 650 psi Point Load: DL = 781,0 # LL = 736.0 # at 0.33 ft Point Load: DL = 781.0 # LL = 736.0 # at 2.33 ft Point Load: DL = 781.0 # LL = 736.0 # at 4,33 ft Point Load: DL = 781.0 # LL = 736.0 # at 6.33 ft APPLIED LOADS USING 5.500 x 11.250 Beam, Bending = 60.05$, Shear = 82,19% Max. Pos Mom @ 4.32 ft = 6.35 k -ft Shear: Max. @ Left Max. Neg Mom @ 8.00 ft = 0.00 k -ft ....used for dsgn Max @ Left = 0.00 k -ft ....Area Rev'd Max @ Right = 0.00 k -ft Max. @ Right Max. Allow Moment = 10.57 k -ft ....used for dsgn fb : Max. Actual = 656.8 psi ..,.Area Req'd Fb : Allowable = 1093.8 psi fv : Max. Actual Fv : Allowable Ck = .811(E/Fb) ".5 = 31.02 Cs = (LeD/B"2)".5 = 4.27 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Left Bearing Req'd @ Right Date: 05/29/02 SPAN DATA - Pin:Pin Center Span = 1600000 psi Left. Cantilever = 35.0 pcf Right Cantilever = 1.25 UNBRACED LENGTHS - Le : Center Span = Le : Left Cant. Le : Right Cant. _ Page: 5 8,00 ft 0.00 ft 0.00 ft 2.00 ft 0.00 ft 0.00 ft 3.60 k Reactions... DL Maximum = 5.40 k Left = 1.88 k 3.60 k 50.86 int Right = 1.36 k 2.59 k = 2.59 k 3.88 k Deflections... 36.51 int Center = -0.04 in -0.07 in 81.33 psi ,...Dist = 4.00 ft 4,000 ft = 106.3 psi .,.L/Defl = 2705 1418 Left - 0.00 in 0.000 in 1,01 in ...L/Defl = 0 0 = 0.72 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 6.35 Hmex- 6.35f1 -k a 4.32(t -0.00 Hmin = -0.00 ft -k o 8.00 ft 3.60 Ymex - 3.60 kip, Y 0.00 fl Ymin : -2.59 kiD, F 8.00 ft Y -2.59 Dmex = 0.00 in o 0.00 ft Dm,n . -0.07 in o 4.00 ft 0.00 -0.07 ft 1 I I I I I I 0.0 1.3 2.7 4.0 5.3 6.7 8.0 V4.4C1 (c) 1983-96 ENERCALC 'MICHAEL MOONEY, KW -0601576 |I—V �_lj 4 J_v I c Jl ....... L TV, . . -61 41 nil P, tj I I i I L_iLL_,H _p _11L i j 1 J ------ I ISO lAi |I—V �_lj 4 J_v I c _� ,�� �l �----� �-'_� � 3��1a _�t_��`_�L.O _ • ��- .l_I_�� � -��s� I�P�L_� �--Zo�l� �-� - ��� — ---�-- -77 -•-�Z --- — / (JF, - - -_- - --; -:- i , i t i.o )_ ---- -- ----------- cQoo� - --- - --- --- --- --- I _ ----'—•-- -�-� � � . � :8 =__• .� � 61 � ry �c ; _ � Z (23 � N3 -,� Z.uti(s ? •_� � � �, c __ Z� 6 cc . .c�-'L --- - - -- —r -- i � i i � !\�' (��) `I—I�C_lJ�1U �F1•��rC?�� Imo' �i b�. � � � _ � � i ; ; i IL , uI Q1 NX: I Nr c j -I% IT - F -T- I I I 1 1 1 I [I I F-1 I it F -T -V- 1 i2�,-• a t t i I i I - i T I I I I i I •! - -, ' `_ t I I -.i 1 I 1 ! _I ' I 1 -_L -t f -� 1 -1 1 I I 1 � 1 ' --I -• - MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN rn '2 4 ►l WALL & FOOTING DATA Retained Height = Wall Ht. above Soil = Toe Width = Heel Width = Total Footing Width = Footing Thickness = Key Deppth Key Width = Toe to Key Dist. _ SLIDING CHECK - Ftg/Soil Friction = Soil to Neglect = Lateral Pressure = Passive Pressure = Friction = Add' 1 Force Required = SUMMARY Pressure @ 'roe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe Max. Shear @ Heel Allow. Ftg Shear = Factors of Safety: Overturning = Sliding Origin of Force... Active Soil Press. Soil over Heel - Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vertical Component of Active Pressure = Date: 05/30/02 443 # VERTICAL LOADS = 0.0 LATERAL LOADS - 4.00 ft Axial DL on Stem = 410 plf Lateral Load Acting on 0.00 ft Axial DL on Stem = 285 PH Stem Above Soil = 0.67 ft ....Eccentricity = 0.00 in Add'1 Lateral Load = 2.00 ft Surcharge over Toe = 0.0 psf Dist to Load Start = 2.67 ft Surcharge over Heel = 50.0 psf Dist to Load End = 12.00 in Heel 0 f'c 201.4 0.00 in Note: Heel Surcharge Resists Overturning 290 sf 0.00 in SOIL DATA Mu -Upward = 422 ADJACENT FOOTING 0.00 ft Allowable Bearing = 1500 psf Vertical Load = 796 ft-# Active Lateral = 30.0 pcf • Load Eccentricity = 0.35 -282 .....Max Press. = 0.0 pcf Footing Width = 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 443 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. 125 # Passive Press. = 250.0 pcf ...Above/Below: [+/-] 652 # . Soil Density = 110.0 pcf Spread Footing 0.0 # Soil Ht over Toe = 0.00 in 0 0 0 0.0 0.00 0.0 'FOOTING DESIGN 1408.3 psf Soil Press, Mult. Toe Heel 0 f'c 201.4 psf By ACI Eq 9-1 = 2028 290 sf FX 1500 psf Mu -Upward = 422 515 t-# Min. As Percent 4.00 -in Mu -Downward = 41 796 ft-# Omit SP Under Heel 0.00 psi Mu -Design = 375 -282 ft-# Toe -2.04 psi One -Way Shear: # 4 @ 16.81 85.00 psi Actual = 0.0 2.0 psi # 5 @ 26.05 Allowable = 85.0 85.0 psi # 6 @ 36.97 3.36 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 1.75 :1 V . = 8.50 9.50 in # 8 @ 48.00 Ru = Mu/bd"2 = 5.8 3.5 psi # 9 @ 48.00 SUt44ARY OF FORCHS L WOMHNTS Totals = 428.2 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 0 586.7 0.0 0.0 0.0 66.7 0.0 410.0 0 400.0 0 400.5 0.0 0.0 790.5 ft-# 1863.8 # 1863.8 # Resisting Moments ft 0 2.00 0.00 0.00 0.00 2.00 0.00 1.00 0 1.00 0 1.34 0.00 0.00 Page: 1 Q 0.00 psf '0.00if 0.00 t 0.00 ft U.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft ? No 2500 psi 40000 psi 0.0014 No Heel - 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 48.00 in o/c ft-# 0 1175.3 0.0 0.0 0.0 133.6 0.0 411.4 0 401.3 0 534.7 0.0 0.0 2656.2 ft-# 2656.2 ft-# (continued on next page....) V4.4C1 .(c) 1983-96 HNERCALC MICHAEL MOONEY, KW -0601576 Overturning Moments # ft ft-# 443.2 1.79 795.5 0 0 '0 -15.0 0.33 -5.0 0 0 0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0 0 0 0 0 0 0 0 0 Totals = 428.2 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 0 586.7 0.0 0.0 0.0 66.7 0.0 410.0 0 400.0 0 400.5 0.0 0.0 790.5 ft-# 1863.8 # 1863.8 # Resisting Moments ft 0 2.00 0.00 0.00 0.00 2.00 0.00 1.00 0 1.00 0 1.34 0.00 0.00 Page: 1 Q 0.00 psf '0.00if 0.00 t 0.00 ft U.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft ? No 2500 psi 40000 psi 0.0014 No Heel - 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 48.00 in o/c ft-# 0 1175.3 0.0 0.0 0.0 133.6 0.0 411.4 0 401.3 0 534.7 0.0 0.0 2656.2 ft-# 2656.2 ft-# (continued on next page....) V4.4C1 .(c) 1983-96 HNERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE - . OROVILLE, CA. 95966 530-53`3-2131' CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 4.00 ft to Top of Wall 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = OX <= Mn = 1558.Oft-# Vu = 0.00 <= Vn = 85.00psi Interaction Value = 0.000 Second Stem From 3.00ft to 4.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.01n Mu = 19.1 <= Mn = 1558.Oft-# Vu = 0.53 <= Vn = 85.00psi Interaction Value = 0.012 Third Stem From 2.00ft to 3.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 110.3 <= Mn = 1558.Oft-# Vu = 2.21 <= Vn = 85.00psi. Interaction Value = 0.071 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, 'Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 324.6 <= Mn = 1558.Oft-# Vu = 4.95 <= Vn = 85.00psi Interaction Value = 0.208 Bottom Stem From O.00ft to 1.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 6.Oin Mu = 713.1 <= Mn = 1558.Oft-# Vu = 8.76 <= Vn = 85.00psi Interaction Value = 0.458 V4.4C1 (c) 1983-96 ENERCALC 8" CONC. V 4 cP 18" Ver &S (D 18 " Hori z Date: 05/30/02 HEEL (top) ; # 5 ( " o.c. TOE (Got) : 5 6 " o.c. e 4 MORIZ. AS SHOWN A, Page: MICHAEL MOONEY, KW -0601576 8" 6w:l COMPA C T BA CKFIL L #4 DOWELS AT 18"cc. REBAR CENTERED 00 16" 9„ Fil VERT STEEL #4's AT 18 "cc. REBAR CENTERED IN WALL - HORIZ. S TEEL #4's AT 10" OC. MAX 2" CLR-\., #4's AT 15 "cc. • N (2) #4's CONT. 3" CLR. 32" Q�pFESSIpN9 MCO F.y 020647 sTgT CIV1� F���\� F OF CA�� MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-5�3-213'1 CANTILEVERED RETAINING WALL DESIGN �a WALL & FOOTING DATA Retained Height = Wall Ht. above Soil = Toe Width = Heel Width = Total Footing Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. _ SLIDING CHECK - Ft9/Soil Friction = Soil to Neglect = Lateral Pressure - Passive Pressure = - Friction = Add' 1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel Allow. Ftg Shear = Factors of Safety: Overturning = Sliding Date: 05/30/02 Page: 622 # VERTICAL LOADS = 0.0 LATERAL LOADS Vert. Position of Ftg. 281 5.00 ft Axial DL on Stem = 410 plf Lateral Load Acting on 795 # 0.00 ft Axial DL on Stem = 285 plf Stem Above Soil = 0.00 psf 1.25 ft ....Eccentricity = 0.00 in Add'1 Lateral Load = 0.00if Totals = 2.00 ft Surcharge over Toe = 0.0 psf Dist to Load Start = 0.00 t 3.25 ft Surcharge over Heel = 50.0 psf Dist to Load End = 0.00 ft 12.00 in Mu -Upward = 1171 680 ft-# Min. As Percent 2.88 6.00 in Note: Heel Surcharge Resists Overturning 933 ft-# Omit SP Under Heel 7.08 12.00 in SOIL DATA -253 ft-# ADJACENT FOOTING -1.61 psi 1.00 ft Allowable Bearing = 1500 psf Vertical Load = 0.0 # 7.1 1.6 Active Lateral = 30.0 pcf Load Eccentricity = 0.00 in 0.35 psi .....Max Press. = 0.0 pcf Footing Width = 0.00 ft 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft 622 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. 281 # Passive Press. = 250.0 pcf ...Above/Below: 795 # Soil Density = 110.0 pcf Spread Footing 0.0 # Soil Ht over Toe = 0.00 in Vertical Component 0 of Active Pressure = 0 Totals = 606.8 # FOOTING DESIGN 1135.1 psf Soil Press. Mult. Toe Heel 1.58 PC 438.7 psf By ACI Eq 9-1 = 1627 629 ppsf Fy 1500 psf Mu -Upward = 1171 680 ft-# Min. As Percent 2.88 in Mu -Downward = 164 933 ft-# Omit SP Under Heel 7.08 psi Mu -Design = 1007 -253 ft-# Toe -1.61 psi One -Way Shear: # 4 @ 16.81 85.00 psi Actual = 7.1 1.6 psi # 5 @ 26.05 Allowable = 85.0 85.0 psi # 6 @ 36.97 3.34 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 1.73 :1 'd' = 8.50 9.50 in # 8 @ 48.00 Ru = Mu/bd"2 = 15.5 3.1 psi # 9 @ 48.00 SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments - Origin of Force... # ft ft-# # ft Active Soil Press. = 1325.5 621.8 Soil over Heel = 0 Soil over Toe = -15.0 Sloped Soil @ Heel = 0 Adjacent Ftg. Load = 0.0 Surcharge Over Heel = 0 Surcharge over Toe = 0.0 Axial Load on Wall = 0 Load @ Proj . Wall = 0.0 Averaged Stem Wts. = 0 Added Lateral Load = 0.0 Footin5 Weight = 0 Key Weight = 0 Vertical Component 0 of Active Pressure = 0 Totals = 606.8 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4C1 (c) 1983-96 ENERCALC 2.13 1325.5 0 0 0 0 733.3 2.58 0.33 -5.0 0.0 0.00 0 0 0.0 0.00 0.00 0.0 0.0 0.00 0 0 66.7 2.58 0.00 0.0 0.0 0.00 0 0 410.0 1.58 0.00 0.0 0 0 0 0 500.0 1.58 0.00 0.0 0 0 0 0 487.5 1.63 0 0 75.0 1.50 0 0.0 0.00 1320.5 ft-# 2272.5 # 2272.5 # 0.0 ft No 2500 psi 40000 psi 0.0014 No Heel - 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 48.00 in o/c ft-# 0 1894.4 0.0 0.0 0.0 172.2 0.0 649.2 0 791.7 0 792.2 112.5 0.0 4412.2 ft-# 4412.2 ft-# (continued on next page....) MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE - OROVILLE, CA. 95966 530-533-2131' CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Tap Stem: From 5.00 ft to Top of Wall 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f' c= 2500.0psi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Rmbed= 12.Oin Mu = 0.0 <= Mn = 1558.Oft-# Vu = 0.00 <= Vn = 85.00psi Interaction Value = 0.000 Second Stem From 3.00ft to 5.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Xd= 12.Oin Mu = 110.3 <= Mn = 1558.Oft-# Vu = 2.21 <= Vn = 85.00psi Interaction Value = 0.071 Third Stem From 2.00ft to 3.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Aed= 12.Oin Mu = 324.6 <= Mn = 1558.Oft-# Vu = 4.95 <= Vn = 85.00psi . Interaction Value = 0.208 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f' c= 2500.Opsi, ' Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Aed= 12.01n Mu = 713.1 <= Mn = 1558.Oft-# Vu = 8.76 <= Vn = 85.00psi Interaction Value = 0.458 Bottom Stem From O.00ft to 1.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0pps1 Wall Wt.= 100.00psf, Bar A:& 7.1in Mu = 1326.7 <= Mn = 1558.Oft-# Vu = 13.62 <= Vn = 85.00psi Interaction Value = 0.852 Date: 05/30/02 Fage. 4 z� V4.4C1 (c) 1983-96 RNERCALC MICHAEL MOONEY, KW -0601576 SLAB COMPA C T BA CKFIL L #4 DOWELS AT 18"cc. 0 REBAR CENTERED 16" 15" PROVIDE DRAINAGE TO DAYLIGHT 2" CLR #4's AT 15 "cc. (4) #4's CONT. HORIZ. S TEEL #4's A T 10"OC MAX. VERT STEEL #4's AT 18 "cc. REBAR CENTERED IN WALL 15" UNDISTURBED GROUND N 3" CLR. 12 1.2 39" w MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-21311 CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA Retained Height = Wall Ht. above Soil = Toe Width - Heel Width = Total Footing Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. _ SLIDING CHECK - Ftg/Soil Friction = Soil to Neglect = Lateral Pressure = Passive Pressure = - Friction = Add' 1 Force Required SUMMARY Pressure @ Toe Pressure @ Heel Allowable Press. Ecc. of resultant = Max.Shear @ Toe = Max. Shear @ Heel Allow. Ftq Shear Factors of Safety: Overturning = Sliding = Origin of Force... Date: 05/30/02 Page: 12.00 in 8.00 in Note: Heel Surcharge Resists Overturning 12.00 in SOIL DATA ADJACENT FOOTING 1.25 ft Allowable Bearing = 1500 psf Vertical Load = Active Lateral = 30.0 pcf Load Eccentricity = 0.35 .....Max Press. = 0.0 pcf Footing Width = 0.00 in ....Slope Press. = 0.0 pcf Ftg. CL to Wall 830 VERTICAL LOADS Backfill Slope = LATERAL LOADS :1 Vert. Position of Ftg. 6.00'ft Axial DL on Stem = 410 Of - Lateral Load Acting on pcf ...Above/Below: (+/-) 0.00 ft Axial DL on Stem = 285 plf Stem Above Soil = 0.00 psf 1.50 ft ....Eccentricity = 0.00 in Add'1 Lateral Load = 0.00 pplf 2.00 ft Surcharge over Toe = 0.0 psf Dist to Load Start = 0.00 ft 3.50 ft Surcharge over Heel = 50.0 psf Dist to Load End = 0.00 ft 12.00 in 8.00 in Note: Heel Surcharge Resists Overturning 12.00 in SOIL DATA ADJACENT FOOTING 1.25 ft Allowable Bearing = 1500 psf Vertical Load = Active Lateral = 30.0 pcf Load Eccentricity = 0.35 .....Max Press. = 0.0 pcf Footing Width = 0.00 in ....Slope Press. = 0.0 pcf Ftg. CL to Wall 830 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. 347 # Passive Press. = 250.0 pcf ...Above/Below: (+/-) 904 # Soil Density = 110.0 pcf Spread Footing 0.0 # Soil Ht over Toe = 0.00 in in o/c Adjacent Ftg. Load = 48.00 in o/c 0.0 0.0 FOOTING DESIGN 1265.1 psf Soil Press. Mult. Toe Heel 66.7 f'c 373.0 1500 psf By ACI Eq 9-1 = Mu 1809 533 sf Min. 0.0 psf -Upward = 1830 618 t-# As Percent 3.81 in Mu -Downward = 236 1070 ft-# Omit SP Under Heel 11.29 psi Mu -Design = 1594 -452 ft-# Toe -2.72 psi One -Way Shear: 0.00 0.0 0 # 4 @ 16.81 85.00 psi Actual = 11.3 2.7 psi # 5 @ 26.05 918.7 Key Weight = Allowable = 85.0 85.0 psi # 6 @ 36.97 2.75 :1 Cover over Rebar = 3.50 2.50 in . # 7 @ 48.00 1.51 :1 'd' = 8.50 9.50 in # 8 @ 48.00 0.0 Ru = Mu/bd"2 = 24.5 5.6 psi # 9 @ - 48.00 SUMMARY OF FORCES & MOM Overturning Moments Resisting Moments - # ft ft-# # ft 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft ? No ft-# Active Soil Press. = = 2500 psi 2049.1 = 40000 psi 0 = 0.0014 0 ? No Heel 2493.3 15.04 in o/c 0.33 23.31 in o/c 0.00 33.08 in o/c 0 45.11 in o/c 0.0 48.00 in o/c Adjacent Ftg. Load = 48.00 in o/c 0.0 ft-# Active Soil Press. = 830.5 2.47 2049.1 0 0 0 Soil over Heel = 0 0 0 880.0 2.83 2493.3 Soil over Toe = -15.0 0.33 -5.0 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 66.7 2.83 188.9 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 410.0 1.83 751.7 Load @ Proj . Wall = 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 600.0 1.83 1100.0 Added Lateral Load = 0.0 0.00 0.0 0 0 0 Footing Weight = 0 0 0 525.0 1.75 918.7 Key Weight = 0 0 0 100.0 1.75 175.0 Vertical Component of Active Pressure = 0 0 0 0.0 0.00 0.0 Totals = 815.5 # 2044.1 ft-# 2581.7 # 5627.6 ft-# Resisting Totals Used For Soil Pressure 2581.7 # 5627.6 ft-# (Vert. Component of Active Pressure Removed) (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 • MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-5.33-2131 Date: 05/30/02 Page: 7 CANTILEVERED RETAINING WALL DESIGN / (.....continued) STEM SUMMARY Top Stem: From 4.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 18.00in, dz 4.00in f' c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12,01n Mu = 110.3 <= Mn = 2379.2ft-# Vu = 2.21 <= Vn = 85.00psi Interaction Value = 0.046 Second Stem From 3.00ft to 4.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ps1 Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 324,6 <= Mn = 2379.2ft-# Vu = 4.95 <= Vn = 85.00psi Interaction Value = 0.136 Third Stem From 2.00ft to 3.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12,Oin Mu = 713.1 <= Mn = 2379.2ft-# Vu = 8.76 <= Vn = 85.00psi Interaction Value = 0.300 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.0 si, ,Fy= 40000.0ppsi Wall Wt.= 1�0.00psf, Bar Bmbed= 12,Oin Mu = 1326.7 <= Mn = 2379.2ft-# Vu = 13.62 <= Vn = 85.00psi Interaction Value = 0.558 Bottom Stem From O.00ft to 1.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 9.8in Mu = 2216.5 <= Mn = 2379.2ft-# Vu = 19.55,<= Vn = 85.00psi Interaction Value = 0.932 8- CONC. +� 50 18"V v5 4b 18 " Horiz TOE {bot) : p° 5 P - C.C. * 4 HORIZ. AS SHOWN V4.4C1 (c) 1983-96 UERCALC MICBABL MOONBY, KW -0601516 I SLAB COMPACT BACKFILL X Q - #5 DOWELS AT 18"OC. CENTERED IN WALL 27'� 19" PROVIDE DRAINAGE TO DAYLIGHT 2" CLR-7 r(– #4's #4's A T 15 "cc. (4) #4's CONT. - 11 . VERT STEEL #5's AT 18" cc. HORIZ. STEEL #5's AT 15"OC MAX. f'c 2500 PSI A T 28 DAYS GRADE 40 REBAR MINIMUM 12" MINIMUM REBAR LAP — REBAR CENTERED IN WALL 18" UNDISTURBED GROUND N_ 00 3" R. 12 15" 42" V 'i 2 (�, I o<VESS/& MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2130 ' Date: 05/30/02 Page: CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA Retained Height = Wall -Et. above Soil = Toe Width - Heel Width = Total Footing Width = Footing Thickness _ Key Depth = Key Width = Toe to Key Dist. _ SLIDING CHECK - Ft5/Soil Friction = Soil to Neglect = Lateral Pressure = - Passive Pressure = - Friction = Add'1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel = Allow. Ftg Shear Factors of Safety: Overturning = Sliding = Origin of Force... Active Soil Press. _ Soil over Heel = Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vertical Component of Active Pressure = 7.00 ft 0.00 ft 2.00 ft 2.00 ft 4.00 ft 12.00 in 14.00 in 12.00 in 1.50 ft 0.35 0.00 in 1069 # 587 # 1042 # 0.0 # VERTICAL LOADS = 0.0 :1 ' LATERAL LOAD_ S Passive Press. = 250.0 Axial DL on Stem = 410 plf - Lateral Load Acting on pcf Spread Footing Axial DL on Stem = 285 elf , Stem Above Soil = 0.00 psf ....Eccentricity = 0.00 in Add11 Lateral Load = .0.00 pplf Surcharge over Toe = 0.0 psf, Dist to Load Start = 0.00 ft Surcharge over Heel = 50.0 psf Dist to Load End = 0.00,ft• 3.50 Note: Heel Surcharge Resists Overturning SOIL DATA ADJACENT FOOTING Allowable Bearing = 1500 psf Vertical Load - Active Lateral = 30.0 pcf Load Eccentricity = .....Max Press. = 0.0 pcf Footing Width = Slope Press = 0 0 pcf Ftg CL to Wall Backfill Slope = 0.0 :1 ' Vert. Position of Ftg. Passive Press. = 250.0 pcf ..Above/Below: [+/-] Soil Density = 110.0 pcf Spread Footing Soil Et over Toe = 0.00 in 420 1216.6 psf Soil Press. Mult. Toe 415.1 psf By ACI Bq 9-1 = 1735 1500 Psf Mu -Upward = 3089 3.93 in Mu -Downward = 420 16.98 psi Mu -Design = 2669 -3.27 psi One -Way Shear: 0.0 85.00 psi Actual = 17.0 0.00 0.0 Allowable = 85.0 2.60 :1 Cover over Rebar = 3.50 1.52:1 0.00 'd' = 8.50 0:00 0.0 Ru = Mu/bd"2 = 41.0 0 410.0 SUMMARY OF FORCES K VMS 0.0 Overturning Moments 0.0 # 0 ft ft-# FOOTING DESIGN Heel f'c 592 sf 639 t-# M n. As, Percent 1207 ft-# Omit SP Under Heel -568 ft-# Toe # 4 @ 16.81 3.3 psi # 5 @ 26.05 85.0 psi # 6 @ 36.97 2.50 in # 7 @ 48.00 9.50 in # 8 @ 48.00 7.0 psi # 9 @ 48.00 Heel - 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 48.00 in o/c Resisting Moments # ft ft-# 1069.1 2.80 2996.4 0 0 0 0 0 0 1026.7 3.33 3422.2 -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 66.7 3.33 222.2 0.0 0.00 0.0 0.0 0:00 0.0 0 0 0 410.0 233 956.7 0.0 0.00 0.0 0 0 0 0 0 0 700.0 2.33 '1633.3 0.0 0.00 0.0 0 0 0 0 0 0 600.0 2.00 1200.0 0 0 0 175.0 2.00 350.0 0 0 Totals = 1054.1 # 0.0 # i 0.00 n 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No 0 0.0 0.00 0.0 2991.4 ft-# 2978.3 # 7784.4 ft-# ;�I Resisting Totals Used For Soil Pressure 2978.3 # 7784.4 ft-# (Vert. Component of Active Pressure Removed) (continued on next page....) V4.4C1 1c) 1983-96 ENERCALC -MICHAEL MOONHY;'KW-0601516 MICHAEL MOONEY CIVIL ENGINEER RCE'20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-21311 .CANTILEVERED RETAINING WALL DESIGN (.....contim)ed) STRII SDMMARY Top Stem: From 7.00 ft to Top of Wall 8 CONC. 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in 50 18•' Vertgb CL flc= 2500.Opsi, Fy= 40000.0ppSi -*5 @> 18 • Horiz Wall Wt.= 100.00psf, Bar Xd= 12.Oin Mu = 0.0 <= Mn = 2379.2ft-# Vu = 0.00 <= Vn = 85.00psi* 8'SCONC. t Interaction Value = 0.000 Ver as 18 Harz Second Stem From 4 OOft to 7 OOft Date: 05/30/02 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Xd= 12.Oin Mu = 324.6 <= Mn = 2379.2ft-# HEEL (top): + 5 qb o.c. Vu = 4.95 <= Vn = 85.00psi Interaction Value = 0.136 TOE (bot) 5P a. c. Third Stem From 2.00ft to 4.00ft " 4 HORIZ. AS SHOWN 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Xd= 12.Oin Mu = 1326.7 <= Mn = 2379.2ft # Vu = 13.62 <= Vn = 85.00psi- Interaction Value = 0.558 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 5 @ 12.00in, d= 4.00in f'c= 2500.0ppsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 2216.5 <= Mn = 3493.2ft-# Vu = 19.55 <= Vn = 85.00psi Interaction Value = 0.635 Bottom Stem From . O.00ft to 1.00ft 8.00in Concrete w/ # 5 @ 12.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 10.3in Mu = 3433.3 <=.Mn = 3493.2ft-# Vu = 26.55 <= Vn = 85.00psi Interaction Value 0.983 1'- 7" Page: V4,4C1 (C) 1983-96 BNBRM MICHUL'1400N6Y, KW -0601576 COMPACT BACKFILL IN VERTICAL REBAR NO 5's A T 18 "cc CENTERED HORIZONTAL REBAR NO 5's AT 15 "oc. MAX. #5 DOWELS AT 12"OC. 00 PROVIDE DRAINAGE CENTERED TO DAYLIGHT 6" DRAIN ROCK 33" OVER PIPE 24" 24" 01 11 2"CLR NO 5's AT 22"cc. FOOTING CONTINUOUS REBAR, (4) NO 5's 3"CLR �r- Q�pFEssl0�,q 12" 18" �0�,2,PE1. MOOiy`F�L 48" 020647. � 2 % F OF CP�� September 19, 2002 Diana Byers 32248 Glenbrook St. Union City, CA 94587 • - ' 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX John Stark Better Builders Construction Inc. 5263 Royal Oaks Drive Oroville, CA 95966 Assessor Parcel Number: 069-530-040 Building Permit Number: 02-1973 Thank you for resubmitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. Please respond to the following items in italics remaining unresolved from the previous plan review: NON-STRUCTURAL COMMENTS: Specify the method of veneer attachment, UBC 1403.5 or. 6. Please clarify: is the veneer styrofoam, or cast stone, or what? Please show drainage away from the residence on all four sides, especially the uphill side. This is shown on a site plan, not on an elevation. You need to ascertain flow lines, swales, and etc., which cannot be done on elevations. Provide the listing for the fireplace, or require on the prints that the listing and installation instructions be at the jobsite for use by the County inspector. We could not find the listing, or the requirement, on the prints; please clarify the location. STRUCTURAL COMMENTS: 7. Account for vehicle surcharge in Garage retaining walls. These retaining walls do have vehicle surcharge. The ONLY way they would have no surcharge would be if the slab were a designed, clearspan structural slab, which it of course is not. 9. Where shear walls from above do not align with those below and holdown continuity is not provided, check the beam below for the imposed compression and tension loads from the holdown(s) above. Please provide the "checks" or calculations. 1 of 2 f�l If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss either non-structural or structural items, ask for Keith; if after September 23rd, ask for Linda for non-structural items or Philo for structural. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Keith Long, Architect Plans Examiner Consultant 2 of 2 09/11/2002 23:17 5305340902 MGAGADJSDW PAGE 01 PLAN REVIEW RESPONSE FORM In order to expedite the rnicw of goer plans, please complete the fo WII& iarormation and return this form %ith your Ic_subeaita, INS form is not eomplac. as to all c*nu ion iwn& we trill not be able to accept your re -submittal for miew. 7bere must be a val id response to every item requested in our plan coffwdoa letter. "By othere' is not considered a valid responu. Please indim.e your• respor+sc to each item and the locadoo abere the informadoo can be found on the pl al9cales. ATTArW TWTV enc W rn A rndv nc vrutc DI AN ett:viPW t true •Wn orn rem trnne cFV7-cFn &Nn nora,u.I OWNERS MME i I el e DATE: ASSESSORS PARCEL fILIWERPERMIT 6( 1 ; -- NUMBER RESPONSE FOR PLAN CHECK LETTER ED: PLAN CHECK ITEM$ RESPONSE BY: RESPONSE BY: D T�) LOCATION ON PLANSICALCS: CONMIENTS: Ah+ C COM.'JENTS: 6 nal F (ai/- 00 4 RESPONSE BY. LOCATION ON PLANS/CALCS: COS VENTS: PLAN CHECK ITEM 6 ..Z RESPONSE BY: RESPONSE BY: D T�) LOCATION OrI PLANS.CALCS: CONMIENTS: Ah+ C L rP%J-) G`k-A Ic V� ,ai•r 6 nal F (ai/- 00 4 RESPONSE BY. LOCATION ON PLANS/CALCS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: A-1413LI PLAN CHECK ITEM F RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CM:Cr( ITEV C RESPONSE BY. LOCATION ON PLANS/CALCS: COS VENTS: T'd 692S bES OES SOWOH JOneapU3 e92:L0 20 LT des 09/11 2002 23:17 5305346902 MGAGADJbDW PAGE 02 RESPONSE FOR PLAN CHECK IETTER DATED: PLAN CHECK REM N RESPONSE BY; LOCATION ON PLANS/CALCS: 4 ]CHECK (TEM N RESPONSE BY: /� LOCAMON ON PLANS/CALCS: 0,2 l / CiCJG/� MENTS: PLAN CHECK REM N RESPONSE BY: LOCATION ON/PLANSrGALCS; PIAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCSS' PuLN CHECK ITEM A RESPONSE BY: � LOCATIO70PLANSICALCS: 0 S'/ J PLAM CHECK ITEM M RESPONSE BY: LOCATION ON PLANSXALCS: Z'd 692S ties OEs 50WOH JOAeapu3 e9Z:L0 20 LT des MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902- County 34-0902 County of Butte September 16, 2002 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Re: Manufactured Trusses Byers/Better Builders I have reviewed the trusses and find them adequate. This review included checking that the loading on the trusses met minimum UBC requirements and that the trusses spanned the required lengths, that the required bearing area was supplied, and that the loads from the trusses were adequately transmitted to the foundations. I have reviewed the drag trusses and they are adequate to support my lateral design. Thank you for your patience and consideration. Yours, 30-05 P N REVIEW/ RESPONSE ± In order to expedite the. review of youris, please complete the following informatio + d�retIVIurn this form with your re -submittal. 1 this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valic response to every item requested in our plan correction letter. "By others'': is no considered a valid response. , please ,indicate you response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: D,PO\� A-- 112- [()z , SSORS PARCEL NUMBER RESPONSE FOR WN CHECK LETTER DATED: (I[i 107- PLAN 6Z PERMIT NUMBER 0Z-1773 PLAN CHECK ITEM # RESPONSE BY:. LOCATION ON PLANS/CALCS: COMMENTS: w L FgaA LOE- ��I•� N.� U05-LIV I � � ��� 11L'J� � - U� � ( /� � RIES (� 1 o 00 (� . `tV�1 ��� 15 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: NL LKC) U Ai I011 ��I•� N.� U05-LIV I � � ��� 11L'J� � - U� � ( /� � RIES (� 1 o 00 (� . `tV�1 ��� 15 PLAN CHECK ITEM # RESPONSE BY: 1�/l.,• W 1 U� PFJ l5 I LOCATION ON PLANS/CALCS: COMMENTS:/ 1 1�l{� ��I•� N.� U05-LIV I � � ��� 11L'J� � - U� � ( /� � RIES (� 1 o 00 (� . `tV�1 ��� 15 1J67 -i — kS lni`- TZ PLAN CHECK ITEM # lv� . g-- RESPONSE BY: m- iM 6 b NJ" LOCATION ON PLANS/CALCS: COMMENTS: Ho 5VAvs LAN CHECK REM # IRESPONSE BY: 5i S- I VW1 w_-Dc>m�� LOCATION ON P 5Uez X ICOMMENTS: — `Z�b - (Ajo1 (f aC,4 e�7- - \A(IWV3 /:] PLAN CHECK ITEM k RESPONSE BY: ---- —' —~ - LOCATION ON PLANS,CALCS: 1 Cot ti 0, iL Lcr? 6 VC f R u -r w As o u t. Lila- Sl PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: �7 ao - COMMENTS: 19�l f c � �� .f f �� U/1, FtJyiyp(�;?i. i PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: Cc�l (i1 OtvL� COMMENTS.- zf PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS;CALCS: q COMNIENTS: L PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: no viol COMMENTS: ( U\1Deo. PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS. September 9, 2002 Diana Byers 32248 Glenbrook St. Union City, CA 94587 • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX John Stark Better Builders Construction Inc. 5263 Royal Oaks Drive Oroville, CA 95966 Assessor Parcel Number: 069-530-040 Building Permit Number: 02-1973 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Specify the method of veneer attachment, UBC 1403.5 or .6. 2. Calculate and specify attic and subfloor venting per your notes. 3. Please identify all exterior finishes. What is X72 adobe? 4. Please show drainage away from the residence on all four sides, especially the uphill side. 5. The 1650 SH windows in the Master Bathroom must be tempered, along with the 3020 if the sill is < 60". 6. Provide the listing for the fireplace, or require on the prints that the listing and installation instructions be at the jobsite for use by the County inspector. 7. Remove outlets from the basement Storage. 8. Provide attic access over the Entry. 9. Truss calculations must reflect drag trusses B4 and E3. 10. Please provide the referenced water heater seismic restraint detail. 11. Please clearly identify all special features from Title 24 CF -1R p. 3 on the prints. 12. Please sign the Title 24 CF -1R p. 4. 13. INFORMATION ONLY: the electrical was not reviewed, but non-compliance was noticed in lighting, smoke detectors, etc. 1 of 2 STRUCTUMAL COMMENTS: ' 1. Provide a letter from the engineer stating he has reviewed the Longfellow truss calcs and the calcs have incorporated the correct spans and loading criteria, including drags. 2. When a lateral resisting system is gypboard, unless the REQ<.5Rw, you must calculate the resistance available for both earthquake and wind, noting that the allowable capacity of gypboard for earthquake is reduced by .50. Just calculating the force of each to arrive at a conclusion that wind governs is not always sufficient. 3. The lower level shear wall Line G (not shown, but on calcs p.8) has 13.33 if available unless detailed otherwise. With an allowable of .395K/Ft, can you detail this wall to get closer to 14.25 If? Specify the type and length of shear wall on Sheet 2. 4. Specify top plate splices and strap ties at Truss E3. 5. Calculation p. 10, Line 7, specifies SW type 4 with 10d commons which conflicts with the 8d per Shear Wall Schedule on Sheet 1. Please correlate. 6. Calculation p. 6, floor beam is calculated at a 5-1/8" x 17" glulam, but is shown on the Plan as a 12" beam 7. Account for vehicle surcharge in Garage retaining walls. 8. Detail S-4/6: show e.n. into the top plate. 9. Where shear walls from above do not align with those below and holdown continuity is not provided, check the beam below for the imposed compression and tension loads from the holdown(s) above. 10. Specify length of all shear walls (type 4 walls Line 7 Sheet 2, for example). If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss either non-structural or structural items, ask for Keith; if after September 22"d, ask for Linda for non-structural items or Philo for structural. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Keith Long, Architect Plans Examiner Consultant 2 of 2 Multi -Loaded Beam[ 97 UBC (91 NDS) ] Ver. V4051987 By: Keith Long , Developmgnt Services on: 09-09-2029 Project: Byers - Location: Master bath w.c. room header Summary: 5.50 IN x 11.50 IN x 3.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 17.8% Controlling Factor: Area / Depth Required 9.79 In Deflections: Dead Load: DLD= 0.00 IN Live Load: LLD= 0.00 IN = U11324 Total Load: TLD= 0.01 IN = U5350 End Reactions(Left Side): Live Load: RL1= 1662 LB Dead Load: RD1= 1877 LB Total Load: RT1= 3539 LB End Reactions(Right Side): Live Load: RL2= 1447 LB Dead Load: RD2= 1649 LB Total Load: RT2= 3096 LB Bearing Length Regd.(Left) : BL1= 1.03 IN Bearing Length Regd.(Right): BL2= 0.90 IN Beam Data: Span: L= 3.0 FT Maximum Unbraced Span: Lu= 1.5 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: wL= 0 PLF Dead Load: wD= 40 PLF Beam Self Weight: BSW= 15 PLF Total Load: wT= 55 PLF Concentrated Load P1: Live Load: PL1= 388 LB Dead Load: PD1= 412 LB Total Load: PT1= 800 LB Location: X1= 0.67 FT Concentrated Load P2: Live Load: PL2= 2721 LB Dead Load: PD2= 2948 LB Total Load: PT2= 5669 LB Location: X2= 1.5 FT Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 874 PSI Adjustment Factors: Cd=1.00 C1=1.00 Cf--1.00 Fv': Fv'= 85 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 4582 FT -LB 1.5 FT From Left Support Shear (@ d from beam end): — — V 3043 LB Comparisons With Required Sections: Section Modulus: Sreq= 63.0 IN3 S= 121.2 IN3 Area: Areq= 53.8 IN2 A= 63.2 IN2 Moment of Inertia: Ireq= 31.3 IN4 1= 697.0 IN4 APPLICANT: OWNER: PERNM #: A. P. . WORK DESCRIPTION: DDESCREON OF STEP - ------------ ,L , TABLE OF -CONTENTS TOC Project Title.......... DANA BYERS Date..06/04/02 19:50:21 Project Address........ LOT #40 FLOWER ST. ******* --------------------- OROVILLE, CA. 95966 *v6.01* d, ' 19 3 Documentation Author... Barry Rubanoff ******* Building Pe }t # Barry Rubanoff o2S P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-BYERS' Wth-CTZ11S92 Program -TOC User#-MP2246 User -Barry Rubanoff Run-BYERS ------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 5 FORM C -2R ................. 8 HVAC SIZING ............... 13 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R -------------------------------------------------=----------------------------- ------------------------------------------------------------------------------- Project Title.......... DANA BYERS Date..06/04/02 19:50:21 Project Address........ LOT #40 FLOWER ST. ******* --------------------- OROVILLE, CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 -----------.---------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-BYERS Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-BYERS ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2836 sf Single Family Detached New Front Facing 20 deg (N) 1 2 Raised Floor 18.4 % of floor area 0.35 Btu/hr-sf-F 0.33 9.1 ft Over - BUILDING SHELL INSULATION Component Frame ------------------------- Cavity Sheathing Total Assembly Type Type ------- R -value -------- R -value -------- R -value ------- U -factor ------- ------------ Wall Wood. R-17.8 R-0 R-17.8 0.065 Wall n/a R-0 R-n/a R-0 0.000 Roof Wood R-11 R-27 R-38 0.025 Floor Wood R-19 R-0 R-19 0.039 S1abEdge n/a R-0 R-0 0.350 F2=0.760 SlabEdge n/a R-0 R-0 (E) F2=0.510 Door n/a R-0 R-n/a R-0 0.330 (E) 6.0 0.350 FENESTRATION Standard Over - Location/Comments ------------------------ Attic CRAWL CRAWL CRAWL ENTRY DOOR, TO GARAGE TO UTILITY Location/Comments -------------------------- Vinyl/Slider/LOWE/SC=0.88 Vinyl/Fixed/LOWE/SC=0.88 Vinyl/Fixed/LOWE/SC=0.88 Vinyl/Slider/LOWE/SC=0.88 Vinyl/Slider/LOWE/SC=0.88 Vinyl/Slider/LOWE/SC=0.88 Area U- Exterior hang/ Orientation (sf) Factor SHGC Shading Fins ---------------- Wind Front (N) ----- 18.0 ------ ------ 0.350 0.320 -------- Standard ----- None Wind Front (N) 9.0 0.320 0.350 Standard None Wind Left (E) 9.0 0.320 0.350 Standard Yes Wind Left (E) 12.5 0.350 0.320 Standard None Wind Left (E) 12.5 0.350 0.320 Standard None Wind Left (E) 6.0 0.350 0.320 Standard None Location/Comments ------------------------ Attic CRAWL CRAWL CRAWL ENTRY DOOR, TO GARAGE TO UTILITY Location/Comments -------------------------- Vinyl/Slider/LOWE/SC=0.88 Vinyl/Fixed/LOWE/SC=0.88 Vinyl/Fixed/LOWE/SC=0.88 Vinyl/Slider/LOWE/SC=0.88 Vinyl/Slider/LOWE/SC=0.88 Vinyl/Slider/LOWE/SC=0.88 -CERTIFICATE OF COMPLIANCE: RESIDENTIAL � Page 2 CF -1R --------=---------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... DANA BYERS Date..06/04/02 19:50:21 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-BYERS Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-BYERS ------------------------------------------------------------------------------- FENESTRATION Type ------------ S1abOnGrade S1abOnGrade Equipment Type Furnace ACSplit Furnace ACSplit Exposed -------------- Yes No Minimum Efficiency ------------ 0.800 AFUE 10.00 SEER 0.800 AFUE 10.00 SEER THERMAL MASS ------------ Area Thickness (sf) (in) ------ --------- 422 3.5 340 3.5 Location/Comments ------------------------ Exposed Covered HVAC SYSTEMS ------------ Refrigerant Charge and Duct Duct Airflow Location R -value n/a Crawlspace No Crawlspace n/a Crawlspace No Crawlspace Tested Duct Leakage R-4.2 No R-4.2 No R-4.2 No R-4.2 No ACOA Manual Thermostat D Type ------ No Over - No Setback No Setback Area U- Exterior hang/ Orientation (sf) Factor SHGC ------ Shading Fins Location/Comments ---------------- Wind Left (E) ----- 6.0 ------ 0.350 0.320 -------- Standard ----- Yes -------------------------- Vinyl/Slider/LOWE/SC=0.88 Wind Back (S) 30.0 0.350 0.320 Standard None Vinyl/Slider/LOWE/SC=0.88 Wind Back (S) 30.0 0.350 0.320 Standard None Vinyl/Slider/LOWE/SC=0.88 Door Back (S) 53.0 0.350 0.320 Standard Yes Vinyl/Slider/LOWS/SC=0.88 Door Back (S) 53.0 0.350 0.320 Standard Yes Vinyl/Slider/LOWS/SC=0.88 Door Right (W) 40.0 0.350 0.320 Standard Yes Vinyl/Slider/LOWE/SC=0.88' Wind Right (W) 15.0 0.350 0.320 Standard Yes Vinyl/Slider/LOWS/SC=0.88 Wind Right (W) 30.0 0.320 0.350 Standard Yes Vinyl/Fixed/LOWE/SC=0.88 Wind Right (W) 15.0 0.350 0.320 Standard Yes Vinyl/Slider/LOWE/SC=0.88 Wind Right (W) 18.0 0.320 0.350 Standard Yes Vinyl/Fixed/LOWE/SC=0.88 Wind Right (W) 21.0 0.350 0.320 Standard Yes Vinyl/Slider/LOWS/SC=0.88 Door Right (W) 40.0 0.350 0.320 Standard Yes Vinyl/Slider/LOWE/SC=0.88 Wind Right (W) 18.0 0.350 0.320 Standard Yes Vinyl/Slider/LOWE/SC=0.88 Wind Right (W) 9.0 0.320 0.350 Standard Yes Vinyl/Fixed/LOWS/SC=0.88 Wind Right (W) 15.0 0.350 0.320 Standard Yes Vinyl/Slider/LOWE/SC=0.88 Door Right (W) 40.0 0.350 0.320 Standard Yes Vinyl/Slider/LOWE/SC=0.88 Wind Right (W) 15.0 0.350 0.320 Standard Yes Vinyl/Slider/LOWE/SC=0.88 Skyl Horz 4.0 0.750 0.730 None None Metal/Fixed/SC=0.88 Skyl Horz 4.0 0.750 0.730 None None Metal/Fixed/SC=0.88 Type ------------ S1abOnGrade S1abOnGrade Equipment Type Furnace ACSplit Furnace ACSplit Exposed -------------- Yes No Minimum Efficiency ------------ 0.800 AFUE 10.00 SEER 0.800 AFUE 10.00 SEER THERMAL MASS ------------ Area Thickness (sf) (in) ------ --------- 422 3.5 340 3.5 Location/Comments ------------------------ Exposed Covered HVAC SYSTEMS ------------ Refrigerant Charge and Duct Duct Airflow Location R -value n/a Crawlspace No Crawlspace n/a Crawlspace No Crawlspace Tested Duct Leakage R-4.2 No R-4.2 No R-4.2 No R-4.2 No ACOA Manual Thermostat D Type ------ No ---------- Setback No Setback No Setback No Setback .CERTIFICAT8 OF''COMPLIANCE: RESIDENTIAL Page 3 �CF-1R Project Title.......... DANA BYERS Date..06/04/02 19:50:21 MICROPAS6 v6.01 File-BYERS Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-BYERS ------------------------------------------------------------------------------- WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Gas Standard 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Natural Vent Area or Vent Height. This building incorporates a High Mass Design. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under .*** *** the supervision of a CEC-approved HERS provider. using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. REMARKS •CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R ------------------------ Project Title.......... DANA BYERS Date..06/04/02 19:50:21 ----------------------- MICROPAS6 v6.01 File-BYERS Wth-CTZ11S92 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-BYERS ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... JON STARR Company. BETTER BUILDERS CONST. Address. OROVILLE, CA. Phone... License. Signed.., ENFORCEMENT AGENCY Name. . Title... Agency.. Phone... date) Signed.. (date) DOCUMENTATION AUTHOR Name.... Barry Rubanoff Company. Barry Rubanoff Address. P.O. Box 1123 Berry Creek, CA 95916 Phone... 530-589-4102 Signed.. - V- D y (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... DANA BYERS Date..06 04 02 19:50:21 Project Address........ LOT #40 FLOWER ST. *******--------------------- OROVILLE, CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Barry Rubanoff P.O. Box 1123 Berry Creek, CA 95916 530-589-4102 Climate Zone........... 11 Building.Permit # Plan Check / Date Field Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. -------------------- MICROPAS6 v6.01 File-BYERS Wth-CTZi1S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-BYERS ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.35, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned.and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. .150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door er ment MANDATORY'MEASiJRES CHECKLIST: RESIDENTIAL Page 6 MF -1R ----------------------------------------------------- Project Title.......... DANA BYERS Date..06/04/02 19:50:21 MICROPAS6 v6.01 File-BYERS Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff Run-BYERS b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. I� 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic 3. Gravity ventilating systems serving conditioned either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, switch, weatherproof operating instructions, no dampers. space have on -of f electric �r •MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 7 MF -1R -- Project Title.' Title:......... DANA BYERS Date..06/04/02 19:50:21 --------------------------------- MICROPAS6 v6.01 File-BYERS Wth-CTZ11S92 Program -FORM MF -1R User#-MP2246 User -Barry Rubanoff, Run-BYERS ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 8 C -2R ----------------------------------------------------- Project Title.......... DANA BYERS Date..06/04/02 19:50:21 Project Address........ LOT #40 FLOWER ST. *******--------------------- OROVILLE, CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry.Creek, CA 95916 530-589-4102 Field Check/ Date -- Climate Zone........... 11 ------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ---------------------------------------- MICROPAS6 v6.01 File-BYERS Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-BYERS ----------------------------------------------------------------------------=-- MICROPAS6 ENERGY USE SUMMARY = Energy. Use Standard Proposed Compliance = _ (kBtu/sf'-yr) _----------------------- Design ---------- Design Margin = = Space Heating.......... 17.71 ---------- 17.57 ---------- - 0.14 = = Space Cooling.......... 10.18 9.78 0.40 = = Water Heating.......... _ 10.05 8.57 1.48 = = Total -------- 37.94 -------- 35.92 -------- - 2.02 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2836 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 20 deg (N) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 2 25784 cf 762 sf 18.4 % of floor area 0.35 Btu/hr-sf-F 0.33 9.1 ft COMPUTER METHOD SUMMARY Page 9 C -2R ----------------------------- Project Title.......... DANA BYERS Date..06/04/02 19:50:21 - ------------------------- I MICROPAS6 v6.01 File-BYERS Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-BYERS ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION OPAQUE SURFACES Floor Area # of Insul Act Vent Vent Air Location/ Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type -------------- (sf) ----- (cf) ------- Units ----- itioned ------- Type ----------- (ft) ----- (sf) Credit ZONE1 1 Wall 161 0.065 17.8 20 -------- --------- Residence 2074 18926 0.73 Yes Setback 2.0 Standard No ZONE2 W.19.2X6.16 5 Wall 379 0.065 17.8 110 Residence 762 6858 0.27 Yes Setback 8.0 Standard No OPAQUE SURFACES PERIMETER LOSSES Length Area U- Insul Act (ft) Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments -------------- ZONE1 ------ ----- ----- --- ---- ----- ------------ ---------------- 1 Wall 161 0.065 17.8 20 90 Yes W.19.2X6.16 2 Wall 180 0.065 17.8 20 90 No W.19.2X6.16 5 Wall 379 0.065 17.8 110 90 Yes W.19.2X6.16 6 Wall 193 0.065 17.8 110 90 No W.19.2X6.16 9 Wall 283 0.065 17.8 200 90 Yes W.19.2X6.16 12 Wall 406 0.065 17.8 290 90 Yes W.19.2X6.16 14 Roof 1716 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 15 Roof 350 0.025 38 20 10 Yes R.38.2X4.24 Attic 16 Floor 1312 0.039 19 n/a 0 No FC.19.38X124 CRAWL 19 Door 28 0.330 0 20 90 Yes None ENTRY DOOR 20 Door 18 0.330 0 20 90 No None TO GARAGE 21 Door 18 0.330 0 200 90 Yes None TO UTILITY ZONE2 3 Wall 18 0.065 17.8 20 90 Yes W.19.2X6.16 4 Wall 270 0.065 17.8 20 90 No W.19.2X6.16 7 Wall 54 0.000 0 110 90 No None 8 Wall 234 0.065 17.8 110 90 No W.19.2X6.16 10 Wall 142 0.065 17.8 200 90 Yes W.19.2X6.16 11 Wall 25 0.065 17.8 200 90 No W.19.2X6.16 13 Wall 218 0.065 17.8 290 90 Yes W'.19.2X6.16 PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments ------------ ZONE2 ------ -------- ------- ----- ---------------------- 17 S1abEdge 81 0.760 R-0 No CRAWL 18 S1abEdge 47 0.510 R-0 No CRAWL COMPUTER METHOD SUMMARY Page 10 C -2R - - -------- Project Title.......... DANA BYERS Date..06/04/02 19:50:21 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-BYERS Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-BYERS ------------------------------------------------------------------------------- FENESTRATION SURFACES Surface ZONE1 3 Window 7 Window 10 Door 12 Door 13 Window 14 Window 15 Window 16 Window 17 Window OVERHANGS AND SIDE FINS ----------------------- ---Window-- ------ Overhang ------ ---Left Fin--- ---Right Fin -- Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 9.0 2.5 3.5 7.0 1.25 n/a n/a n/a n/a Exterior n/a n/a n/a 6.0 3.0 Area U- 1.25 Act n/a Shade n/a Orientation n/a (sf) factor SHGC Azm Tilt Type Location/Comments ------------------ ZONE1 n/a n/a ----- ----- ----- --- ---- -------- ------------------------ 1 Wind Front (N) 18.0 0.350 0.320 20 90 Standard Vinyl/Slider/LOWE/SC=0.8 2 Wind Front (N) 9.0 0.320 0.350 20 90 Standard Vinyl/Fixed/LOWE/SC=0.88 3 Wind Left (E) 9.0 0.320 0.350 110 90 Standard Vinyl/Fixed/LOWE/SC=0.88 4 Wind Left (E) 12.5 0.350 0.320 110 90 Standard Vinyl/Slider/LOWE/SC=0.8 5 Wind Left (E) 12.5 0.350 0.320 110 90 Standard Vinyl/Slider/LOWE/SC=0.8 6 Wind Left (E) 6.0 0.350 0.320 110 90 Standard Vinyl/Slider/LOWS/SC=0.8 7 Wind Left (E) 6.0 0.350 0.320 110 90 Standard Vinyl/Slider/LOWE/SC=0.8 8 Wind Back (S) 30.0 0.350 0.320 200 90 Standard Vinyl/Slider/LOWE/SC=0.8 9 Wind Back (S) 30.0 0.350 0.320 200 90 Standard Vinyl/Slider/LOWS/SC=0.8 10 Door Back (S) 53.0 0.350 0.320 200 90 Standard Vinyl/Slider/LOWE/SC=0.8 12 Door Right (W) 40.0 0.350 0.320 290 90 Standard Vinyl/Slider/LOWE/SC=0.8 13 Wind Right (W) 15.0 0.350 0.320 290 90 Standard Vinyl/Slider/LOWS/SC=0.8 14 Wind Right (W) 30.0 0.320 0.350 290 90 Standard Vinyl/Fixed/LOWS/SC=0.88 15 Wind Right (W) 15.0 0.350 0.320 290 90 Standard Vinyl/Slider/LOWE/SC=0.8 16 Wind Right (W') 18.0 0.320 0.350 290 90 Standard Vinyl/Fixed/LOWE/SC=0.88 17 Wind Right (W) 21.0 0.350 0.320 290 90 Standard Vinyl/Slider/LOWE/SC=0.8 18 Door Right (W) 40.0 0.350 0.320 290 90 Standard Vinyl/Slider/LOWS/SC=0.8 19 Wind Right (W) 18.0 0.350 0.320 290 90 Standard Vinyl/Slider/LOWE/SC=0.8 20 Wind Right (W) 9.0 0.320 0.350 290 90 Standard Vinyl/Fixed/LOWE/SC=0.88 24 Skyl Horz 4.0 0.750 0.730 20 0 None Metal/Fixed/SC=0.88 25 Skyl Horz 4.0 0.750 0.730 20 0 None Metal/Fixed/SC=0.88 ZONE2 11 Door Back (S) 53.0 0.350 0.320 200 '90 Standard Vinyl/Slider/LOWE/SC=0.8 21 Wind Right (W) 15.0 0.350 0.320 290 90 Standard Vinyl/Slider/LOWS/SC=0.8 22 Door Right (W) 40.0 0.350 0.320 290 90 Standard Vinyl/Slider/LOWE/SC=0.8 23 Wind Right (W) 15.0 0.350 0.320 290 90 Standard Vinyl/Slider/LOWE/SC=0.8 Surface ZONE1 3 Window 7 Window 10 Door 12 Door 13 Window 14 Window 15 Window 16 Window 17 Window OVERHANGS AND SIDE FINS ----------------------- ---Window-- ------ Overhang ------ ---Left Fin--- ---Right Fin -- Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 9.0 2.5 3.5 7.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 3.0 2.0 2.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 53.0 8.0 6.67 12.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 6.0 6.67 29.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 3.0 5.0 6.0 2.25 n/a n/a n/a n/a n/a n/a n/a n/a 30.0 6.0 6.67 6.0 2.25 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 3.0 5.0 6.0 2.25 n/a n/a n/a n/a n/a n/a, n/a n/a 18.0 9.0 2.0 6.0 0.50 n/a n/a n/a n/a n/a n/a n/a n/a 21.0 6.0 3.0 8.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 11 C -2R ----------------------------- Project Title.......... DANA BYERS Date..06/04/02 19:50:21 --------------- MICROPAS6 v6.01 File-BYERS Wth-CTZ11S92 Program -FORM C -2R User##-MP2246 User -Barry Rubanoff Run-BYERS ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS ---Window-- ------Overhang-- -- ---Left Fin--- ---Right Fin -- THERMAL MASS Area Area Heat Conduct- Surface ACCA Left Rght (in) ----- Cap ----- ivity -------- UIMC R -value ----------- Location/Comments ---------------------- ZONE2 Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----------- 18 Door ----- 40.0 ----- 6.0 ----- 6.67 ---- 8.0 ---- 1.25 ---- n/a ---- n/a ---- n/a ---- n/a ---- n/a ---- n/a ---- n/a ---- n/a 19 Window 18.0 6.0 3.0 2.0 2.25 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 9.0 6.0 1.5 2.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a ZONE2 --------------------- Number Tank External 11 Door 53.0.8.0 Heater ----------- 6.67 10.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 15.0 3.0 5.0 6.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 22 Door 40.0 6.0 6.67 6.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 15.0 3.0 5.0 6.0 1.25 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS HVAC SYSTEMS Area Thick Heat Conduct- Surface ACCA Mass Type --------------- (sf) ------ (in) ----- Cap ----- ivity -------- UIMC R -value ----------- Location/Comments ---------------------- ZONE2 Type Efficiency Airflow Location R -value Leakage D 1 S1abOnGrade 422 3.5 28.0 0.98 4.60 R-0.0 Exposed 2 S1abOnGrade 340 3.5 28.0 0.98 1.80 R-2.0 Covered HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff ------------- ZONE1 ----------- -------------------- ------- ----------------- ---- Furnace 0.800 AFUE n/a Crawlspace R-4.2 No No 0.772 ACSplit 10.00 SEER No Crawlspace R-4.2 No No 0.689 ZONE2 Furnace 0.800 AFUE n/a Crawlspace R-4.2 No No 0.772 ACSplit 10.00 SEER No Crawlspace R-4.2 No No 0..689 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type ------------ Heater ----------- Type Distribution Type System Factor (gal) R -value 1 Storage Gas ------------------- Standard -------------- 1 ------ 0.62 40 ---------- R- n/a COMPUTER METHOD SUMMARY Page 12 C -2R Project Title...:...... DANA BYERS Date..06 04 02 19:50:21 ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-BYERS Wth-CTZ11S92 Program -FORM C -2R User#-MP2246 User -Barry Rubanoff Run-BYERS ------------------------------------------------------------------------------- SPECIAL FEATURES.AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Natural Vent Area or Vent Height. This building incorporates a High Mass Design. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. REMARKS HVAC SIZING Page 13 HVAC ------------------------------------ Project Title.......... DANA BYERS Date..06/04/02 19:50:21 Project Address........ LOT #40 FLOWER ST. ******* --------------------- OROVILLE, CA. 95966 *v6.01* Documentation Author... Barry Rubanoff ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 ------------ -------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. --------------------- MICROPAS6 x6.01 File-BYERS Wth-CTZ11S92 Program -HVAC SIZING User#-MP2246 User -Barry Rubanoff Run-BYERS ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2836 sf 25784 cf Front Facing 20 deg (N) OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes NO Yes 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Cooling Description (Btuh) (Btuh) --------------------------------- Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 14899 7360 n/a 1'4666 n/a 3693 40618 n/a nor -1K.11 6295 4784 7075 6021 2100 1314 27589 5518 33107 Note: The loads shown are only one of the criteria affecting of HVAC equipment. Other relevant design factors such requirements, outside air, outdoor design temperatures, availability of equipment, oversizing safety margin, etc., considered. It is the HVAC designer's responsibility to factors when selecting the HVAC equipment. the . selection as air flow coil sizing, must also be consider all a HVAC SIZING ► Page 14 4 HVAC ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title .......... DANA BYERS Date..06/04/02 19:50:21 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-BYERS Wth-CTZ11S92 Program -HVAC SIZING User#-MP2246 User -Barry Rubanoff Run-BYERS ------------------------------------------------------------------------------- HEATING AND COOLING LOAD SUMMARY BY ZONE ---------------------------------------- ZONE 'ZONE1' Floor Area ....................... 2074 sf Volume ........................... 18926 cf ZONE 'ZONE2' Floor Area ....................... 762 sf Volume ........................... 6858 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 5796 1163 Glazing Conduction ............... 1722 1119 Glazing Solar .................... n/a 1239 Infiltration...................... 3901 1602 Internal Gain .................... n/a 567 Ducts ............................ 1142 284 Sensible Load .................... 12560 5974 Latent Load ...................... n/a 1195 ----------- ----------- Minimum Zone Load 12560 7169 Heating Cooling. Description (Btuh) (Btuh) --------------------------------- Opaque Conduction and Solar...... ----------- 9103 ----------- 5133 Glazing Conduction ............... 5638 3665 Glazing Solar .................... n/a 5835 Infiltration ..................... 10765 4420 Internal Gain .................... n/a 1533 Ducts ............................ 2551 1029 Sensible Load .................... 28057 21615 Latent Load... ................. n/a 4323 Minimum Zone Load ----------- 28057 ----------- 25938 ZONE 'ZONE2' Floor Area ....................... 762 sf Volume ........................... 6858 cf Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 5796 1163 Glazing Conduction ............... 1722 1119 Glazing Solar .................... n/a 1239 Infiltration...................... 3901 1602 Internal Gain .................... n/a 567 Ducts ............................ 1142 284 Sensible Load .................... 12560 5974 Latent Load ...................... n/a 1195 ----------- ----------- Minimum Zone Load 12560 7169 _ZZ C12Z. °BBA ENGINEERING �.. A California Corporation August 9, 2002 Mike Vierra BUTTE COUNTY BUILDING DEPARTMENT 7 County Center Drive Oroville, CA 95965 RE: Better Builders Construction — Contractor Oman Drive/ Frowler Court APN 069-530-040 Butte County, California. Dear Mr. Vierra: Alan G. Brown, P.E. Following our report of July 2, 2002 on the above referenced fill, the owner/ contractor made the decision to increase the fill height by two additional feet. Material from the same source was imported, placed in lifts, moisture conditioned and compacted by wheel rolling. The final subgrade surface was compacted with a vibratory sheepfoot compactor. Representative tests taken on the finished subgrade indicate the fill has been compacted in excess of 90% Relative Density per ASTM -2922 nuclear gauge method and was observed to be structurally stable and suitable for a single family residence and in ground pool. If you have any questions please call our office. Very truly yours, BRA ENGINEER XanG.rown, Principal Engineer Y Enclosure ,:zsSS v� No. 24578' Exp. 12-31-05 a° �F OF C Cc: Better Builders Construction Job # 02-023 TCE�VE i AUG 13 2002 2060 Park Avenue ' BUTTE COUNT+ Y 1: P.O. Box 1576 pEp,p!NI_ NG D!�'!SION Oroville,. CA 95965 --- ------ (53b) 534-1911 (530)534-1911 (530)533-6457 FAX (530) 534-0908 ASTM -1557 Maximum Dry Density 129.0 PCF @ 10.2% moisture BBA 02-023 i RELATIVE DENSITY TESTS Lot #41 Frowler Court APN 069-530-040 Butte County, California Relative Test Date Location Density % Moisture 11 8-9-02 SG 94 7.8 12 8-9-02 SG 94 9.4 13 8-9-02 SG 93 9.8 14 8-9-02 SG 96 8.2 ASTM -1557 Maximum Dry Density 129.0 PCF @ 10.2% moisture BBA 02-023 i a.�IRV ' Alan G. Brown, RE }tom, rel 13 o . ;a Ar,Californlo Corporation July 2, 2002 Mke Vierra BUTTE COUNTY BUILDING DEPARTMENT % ''w•'' 7 -County Center Drive Oroville, CA 95965 Fork AveCc: ' Better Builders Construction ;:x•_2060 r-�..� ':R;Q. Box 1576 Jo% # 02-O23 ':Oroville, CA 95965 (530). 534-1911 1 (530) 533-6457 . ,• _, FAX (530) 534-0908 RE:: Better Builders Construction — Contractor $` Oman Drive/ Fr 1 ow er Court APN 069-530-040 Butte County, California ,DearMr. Vierra: Enclosed are Relative Density tests taken on engineered fill placed on the above referenced residential building pad. ,',. .. Vegetation and organic materials were removed from the pad area. Native ground was then scarified, moisture conditioned and compacted. The imported engineered fill was placed in lifts and compacted. Free draining crushed rock was placed behind the ..pavestone wall. The wall and geofabric were placed along with the constructed fill, .which was moisture conditioned and compacted in lifts with a vibratory sheepfoot :.:.-'. compactor. The fill operation was periodically observed and representative test results indicate the fill has been compacted in excess of 90% Relative Density per ASTM 2922 nuclear gauge, method and was observed to be structurally stable and suitable for a single family residence and swimming pool. . If you have any questions please call our office. Very truly yours, ;¢ESS! B A ENGINEERING �N9 O@� George 46� <01 0� Na4 4 78 m ', °c Exp. 12-31-05 m W an . Brown, P. Principal Engineer CIVIL Enclosure F OF CAL Fork AveCc: ' Better Builders Construction ;:x•_2060 r-�..� ':R;Q. Box 1576 Jo% # 02-O23 ':Oroville, CA 95965 (530). 534-1911 1 (530) 533-6457 . ,• _, FAX (530) 534-0908 RELATIVE DENSITY TESTS Lot #41 Frowler Court AP N 069-530-040 Butte County, California Relative Test Date Location Density % Moisture 1 6-18-02 -12' 91 16.6 2 6-18-02 -12' 92 15.8 3 6-18-02 -10' 92 17.7 4 6-18-02 -10' 92 -20.2 5 6-19-02 -7' 93 12.1 6 6-19-02 -7' 92 15.8 7 6-21-02 -4' 97 11.9 8 6-21-02 -4' 98 9.1 9 6-28-02 S. G. 94 12.1 10 6-28-02 S.G. 95 14.6 ASTM -1557 Maximum Dry Density 129.0 PCF @ 10.2% moisture 0.040 7-Z-Z406Z Pi \fAN Z3 ?NC-srUJZ waw. =I rl z May -02-02 07:17A John Starr (530) 589-2942 N!: 3: 0 R19, or- 3MI MIS A -750.2 g� 6 69 Uv 4 5 O O O O O O 50 °° ! 2 (3) O O O 0.26 AC. 0.26 AC. 0.2 AC. Cl26 AC.to lO (D LO` 0.26 AC. 0.33 AC. O - O O 0-25AC. 0.25 AC. �n O L 0.25 AC. O. 97 AC. ` 0.38 AC. _ J 49 t `D 49 68-43 6$.43 6R 43`T w 69 f0 QMQN 69.1.:-.- 10944 141.14 SOB. 7S X27. TS 0.24 AC. 7/ JO 106.0 65 0 100.0 16213 RS 44-3-6 M 37 O 36 35 �� ? )� 48 /- 45 44 0 0 S3 0_ 36 W)3S o 28 48 44 M o O 0.20AC. 0.31 AC. a N Irl27 0.35 AC. 0.19AC. � 26 O 0.38 AC. 0.2 AC._ 0.3 AC. 25 ` 76.48 0.32 AC. �o 0.2,AC. a (261 h 39 � 4 2 61.92 •98.56 � J h �q ' O 4 � 97.5/ 0.23 AC � R�. 47 65.0 10 O M 34 6y 9 46 QZ, AC. �. 29 Q+ 43 ��M <v /76 57 0.29 AC. Cr 29 y 'Do !78.24 ti 0.24 AC. ^ 23 1.28 AC. 33 ' 0.27AC. 40 ti SS,g � 08)A C. & O 1 b 33 30 OL 27 AC Q; � , 42 ru 30 �s4 7 42 41 �0 0.37AC. 8 A ate, 0.23AC. 22 ?81 0.44 AC ti A 0.56 AC. Z 32 0.31 AC. _ - 73 . T3 O 1 3! •: 3 65 Cl O_73 AC. N 31 2 5 74j27 N 0.56AC. 21` N. �S'2i ' ��¢ 0 a; 0.73 AC. i;. A MICHAEL MOONEY 5A M)ADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 County of Butte Development Services Department Building Division' 7 County Center Drive Oroville, CA 95966 May 29, 2002 Re: Byers/Better Builders I have reviewed the revised trusses and find them to be adequate. Thank you for your consideration. Yours, MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Job Number 102-04-96 May 29, 2002 Client Name Byers/Better Builders APN Or., 9 — 530 — O`f a Analysis 1997 UBC Dead Loads Live Loads Roof Comp roof 6 psf ''/Z" plywood 1.5 16 psf. Trusses 4.0 Insulat. 1.0 %Z". Gyp. Bd. 2.5 15 psf.' Wall Stucco 10 Plywood 1.3 Framing 1.5 ''/z" Gyp bd 2.5 Insulat. 1.0 17 psf. Floor Plywood 3.0 Framing 2.0 Insulation 1.0 Gyp Bd, 2.5 10 psf Wind Loads P=CeCggIwhere Exposure B Ce = 0.62 @ 15 feet Cg =0.3 in / 0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic Loads V = 2.5 Ca I W/ 1.4 R Ca=0.36,1=1,R=5.5/4.5 Soil Bearing I �oQR' 1500 pounds per square foot Friction =0.35 c� 40 psf q = 14.5 psf @ 75mph I=1 Lateral Bearing= 250 psf / ft. 020647 r _--y`- -- W lNO_w"M2.D ,Q)L,tom: (5 t --- ---------- t - -a-� �Y I-►JSQts z.ncf�1-=,C-2-2.:x`7 � � --- r= ,—;-- -, ; ----� ----- -- -' I 1 I { I I - _ -�-_Me Vii ` i i .JC=J 1 rT ��� �! 1_.G�f E ✓ r �� / e — _ vo/�I r . EIT a Ad. lli 1.1111, k i� 66 .. ....... . L ��12`qk 7T C010is _' , ��. t , i ! �`' �D 1V'�! I Ll_D �(i) V '_ I'_P�! 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V d-� ^! t�_� i i �)Q CSh `j i J_{ i ! ( i1 '0 LJ i I t I oCal(co tlisTw& it Mkf Z I T4[86T� I:pl CA, V'!5k19 ;V" -r�_C-l2� -` 1 -- I lu 21, Oxclo-: it E L Alf-% F IT I ii 1 Lul LL -LL --:H T -Tr -i- -4-41 1 it Z f ' I � ------ i -- �-�--?• � � -f 2463 _� �;_ _� • -; � - � � �---_------Y_-- : -;--� -- At K.O. mzq 49 ---- I _� � I � � i— —•—i --, ---- --,—�----' is --+—i i I i_ 1 _------.-I l I •n ��-L_�''[i(_JKS/v _'F� A&225-4 ��I 0 '_ I I 1�lC�C oclo Ivo l I. s �.dC —� r -L 7- 1 F- -71- T ----------- T- 7- 1 F- -71- T MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Job Number 102-04-96 May 29, 2002 Client Name Byers/Better Builders APN Analysis 1997 UBC Dead Loads Roof Wall Comp roof 6 psf '/2" plywood 1.5 Trusses 4.0 Insulat. 1.0 '/2" Gyp. Bd. 2.5 15 psf. Stucco 10 Plywood 1.3 Framing 1.5 '/2" Gyp bd 2.5 Insulat. 1.0 17 psf. Live Loads 16 psf. Floor Plywood 3.0 Framing 2.0 Insulation 1.0 Gyp Bd 2.5 10 psf Wind Loads P=CeCggIwhere Exposure B Ce = 0.62 @ 15 feet Cg = 0.3 in / 0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic Loads . V=2.5CaIW/1.4R Ca=.0.36,I= 1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral Bearing = 250 psf / ft. 40 psf q = 14.5 psf @ 75mph I=1 F F2 . 4A M N \ � v--�_ ___ - ----- - --•- —-r----� .—, i _fir;; I �—_ Q�1:5'�— —, I 11 I `✓+ i-' _i ( j I I I i -i i �.--1 ( I I I { 1`lb'$X 2 Z(2-ii 1�—lZi � lit6 I �1 iI i/j1�rJI II_ � I;I ib s I _ I -.^- -�__ ��1- �,�2 )��Q ` �-_�; _ ---- I ---� _� :__moi ---• ' - i --- ' _ . ' :_. ------ -F3 -- 1—ve -1--- 2 13ti 666 4— &2 k2- 2 — =^ --- — — • ' - d 2 GAS"f f' L�. ---------=-- - ---I -•� ; ---- - —; ;� ;�- 'I�s2 �- :<� ---- --- ��= - --22_3s�-� -- ---- - l-=--. ---�� , 1 ! - -- zzl, OF i I I f •1�'�W �' l �_ '�� /L ��1 l� � I � i t � � (''Ir{� /) '!�J. V I'/ e- Lit LD ' I- 1 1► I � I I( I I 1 1 1� I i! � i I i i I I _L -t--' --- --�----'---- -- I_- MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE -AVE OROVILLE, CA.' 95966 530-533-2131 Date: 05/29/02 Page: 4 = GENERAL TIMBER BEAM DESIGN / Point Load! DL = 693.0 # LL = 652.0 # at 2.00 ft Point Load: DL = 767.0 # LL = 721.0 # at 4.00 ft Point Load: DL = 767.0 # LL = 721.0 # at 6.00 ft Point Load: DL = 645.0 # LL = 607.0 # at 8.00 ft APPLIED LOADS SUWARY USING 5.500 x 11.250 Beam, Bending = 56.07°%, BEAM DATA Max. Pos Mom @ 4.00 ft SPAN DATA Timber Section Shear: Max. @ Left Max. Neg Mom @ 8.00 ft End Fixity Pin:Pin Center Span Beam Width = 5.500. in Blastic Modulus = 1600000 psi Left Cantilever Beam Depth = 11.25 in Beam Density = 35.0 pcf .Right Cantilever Lamination Thickness = 0.00 in Load Duration Factor = 1.25 = 10933 Fb - Bending = 875 psi Beam Wt. is Added to Loads Le Center Span Fv - Shear = 85 psi End Shear Calc'd at Support Cs = (LeD/B"2)".5 Le Left Cant. Fc - Bearing = 650 psi = 1.00 Bearing Req'd @ Right Point Load! DL = 693.0 # LL = 652.0 # at 2.00 ft Point Load: DL = 767.0 # LL = 721.0 # at 4.00 ft Point Load: DL = 767.0 # LL = 721.0 # at 6.00 ft Point Load: DL = 645.0 # LL = 607.0 # at 8.00 ft APPLIED LOADS SUWARY USING 5.500 x 11.250 Beam, Bending = 56.07°%, Shear = 51.480 Max. Pos Mom @ 4.00 ft = 5.93 k -ft Shear: Max. @ Left Max. Neg Mom @ 8.00 ft = 0.00 k -ft ....used for dsgn Max @ Left = 0.00 k -ft ....Area Rev'd Max @ Right = 0.00 k -ft Max. @ Right Max. Allow Moment. = 10.57 k -ft ....used for dsgn fb : Max. Actual = 613.3 psi ....Area Req'd Fb : Allowable = 10933 psi fv : Max. Actual Fv : Allowable Ck = .811(EjFb)".5 = 31.02 Cs = (LeD/B"2)".5 4.27 Bearing Req'd @ Left Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right V4.4C1 (c) 1983-96 ENBRCALC = = = ` DNBRA® LBNGTES - := Le :eight Cant. _ 8.00 ft 0.00 ft 0.00 ft 2.00 ft 0.00 ft 0.00 ft 2.18 k Reactions... DL Maximum 3.28k Left = 1.16k 2.18k = 30.85 int Right = 1.84 k 3.51 k = 2.26 k 3.38 k Deflections... 31.86 int Center = -0.03 in -0.06 in = 54.70 psi ....Dist = 4.00 ft 4.000 ft 106.3 psi ...L/Defl = 2946 1549 Left = 0.00 in 0.000 in = 0.61 in ...L/Defl = 0 0 = 0.98 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 5.93 Mmex - 5.93ft-k r 4.00 ft -0.00 Mmin = -0.00 ft -k O 0.00 ft 2.18 YIn9% - 2.16 k1p! • 0.00 ft V.I.- -2.26 klpa r 8.00 ft Y -2.26 Dme%= 0.00 to O 0.00 Tl D.10- -0.06 In t- 4.00 ft 0.00 -0.06 ft 0.0 1.3 2.7 4.0 5.3 6.7 8.0 MICHAEL MOONEY, JW -0601516 A. MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-53.3-213,1 Date: 05/29/02 Page: GENERAL TIMBER BEAM DESIGN = 6.35 k -ft Z BEAM DATA SPAN DATA ....used for dsgn Timber Section End Fixity Pin:Pin Center Span = 8.00 ft Beam Width = 5.500 in Blastic Modulus = 1600000 psi Left Cantilever = 0.00 ft . Beam Depth = 11.25 in Beam Density = 35.0 pcf Right Cantilever = ft Lamination Thickness = 0.00 in Load Duration Factor = 1.25 DNBRACED LENGTHS .0.00 Fb - Bending = 875 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 85 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS = 4.27 Bearing Req'd @ Left Point Load: DL = 781.0 # LL = 736.0 # at 0.33 ft 1.00 Bearing Req'd @.Right Point Load: DL = 781.0 # LL = 736.0 # at 2.33 ft + Point Load: DL = 781.0 # LL = 736.0 # at 4.33 ft Point Load: DL = 781.0 # LL = 736.0 # at 6.33 ft MARY USING 5.500 x 11.250 Beam, Bending = 60.05%, Shear = 82.19°% Max. Pos Mom @ 4.32 ft = 6.35 k -ft Shear: Max. @ Left Max. Neg Mom @ 8.00 ft = 0.00 k -ft ....used for dsgn Max @ Left = 0.00 k -ft ....Area Req'd Max @ Right = 0.00 k -ft Max. @ Right Max. Allow Moment = 10.57 k -ft ....used for dsgn fb : Max. Actual = 656.8 psi ....Area Req'd Fb : Allowable = 1093.8 psi fv : Max. Actual Fv : Allowable Ck = .811(9/Pb)".5 = 31.02 , Cs = (LeD/B"2)".5 = 4.27 Bearing Req'd @ Left Cv per DBC 2312.4.5 1.00 Bearing Req'd @.Right V4.4C1 (c) 1983-96 9NERCALC 3.60 k Reactions... DL Maximum = 5.40 k Left = 1.88 k 3.60 k = 50.86 int Right = 1.36 k 2.59 k 2.59 k = 3.88 k Deflections... = 36.51 int Center = -0.04 in -0.07 in = 87.33 psi ....Dist = 4.00 ft 4.006 ft 106.3 psi ...L/Defl = 2705 1418 Left = 0.00 in 0.000 in 1.01 in ...L/Defl = 0 0 0.72 in Right = 0.00 in 0.000 in ...L/Defl = -0 0 6.35 Mm.x- 6.3Sf1-k r 4.32 ft Mmtn - -0.00 ft -k G B.00 ft 3.60 YMOX - 3.60 kJP3 Y 0.00 ft - Ymtn - -2.59 kIP3 Q 8.00 ft Y -2.59 Dmex - 0.00 In O 0.00 ft Dmtn - -0.071n • 4.00 ft 0.00 -0.07 ft 11 I 1 1 0.0 1.3 2.7 4.0 5.3 6.7 8.0 t MICHAEL MOONEY, KW -0601576 . �?/��1— ` -'�i ,�l--- —;' ! `— - __' I ul J' AAM I I I I I AR 1*1 H IL I Vj�a1� � � OV�' 7�7_f Y LLU j --I . . ............. 19" cz j �w L �7�j��L(��U_� �1�-�� �Zf9 I \_�/'j /!' a.��i �M; i i_ 1 i ? i ► 1 i���J i a! i 1 __ • - V it it it it 11 LLL I Ll MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-53-2131' Date: 05/30/02 Page: �Q CANTILEVERED RETAINING WALL DESIGN 2 4 WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS Retained Height = 4.00 ft Axial DL on Stem = 410 plf Lateral Load Acting on Wall Ht. above Soil = 0.00 ft Axial DL on Stem = 285 plf Stem Above Soil = 0.00 psf Toe Width = 0.67 ft ...Eccentricity = 0.00 in Add'1 Lateral Load = 0.00if Heel Width = 2.00 ft Surcharge over Toe = 0,0 psf Dist to Load Start = 0.00 t Total Footing Width = 2.67 ft Surcharge over Heel = 50.0 psf Dist to Load End = 0.00 ft Footing Thickness = 12.00 in Key Depth = 0.00 in Note: Heel Surcharge Resists Overturning Key Width = 0.00 in SOIL DATA ADJACENT FOOTING Toe to Key Dist. = 0.00 ft Allowable Bearing = 1500 psf Vertical Load = 0.0 # SLIDING CHECK Active Lateral = 30.0 pcf - Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.35 .....Max Press. = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect = 0.00 in Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure 443 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. Passive Pressure = 125 # Passive Press. = 250.0 pcf ...Above/Below: [+/-] = 0.0 ft Friction = 652 # Soil Density = 110.0 pcf Spread Footing ? No Add' 1 Force Required = 0.0 # Soil Ht over Toe = 0.00 in SUMMARY -FOOTING DESIGN Pressure @ Toe = 1408.3 psf Soil Press. Mult. Toe Heel PC = 2500 psi Pressure @ Heel = 201.4 psf By ACI Eq 9-1 = 2028 290 sf FY = 40000 psi Allowable Press. = 1500 psf Mu -Upward = 422 515 t-# Min. As Percent = 0.0014 Ecc. of resultant = 4.00 in Mu -Downward = 47 796 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 0.00 psi Mu -Design = 375 -282 ft-# Toe Heel Max. Shear @ Heel = -2.04 psi One -Way Shear: # 4 @ 16.81 15.04 in o/c Allow. Ftg Shear = 85.00 psi Actual = 0.0 2.0 psi # 5 @ 26.05 23.31 in o/c Factors of Safety: Allowable = 85.0 85.0 psi # 6 @ 36.97 33.08 ino/c Overturning = 3.36 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 45.11 in o/c Sliding = 1.75 :1 'd' = 8.50 9.50 in # 8 @ 48.00 48.00 in o/c Ru = Mu/bd"2 = 5.8 3.5 psi # 9 @ 48.00 48.00 in o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin of Force... # ft ft-# # ft ft-# Active Soil Press. = 443.2 1.79 795.5 0 0 0 Soil over Heel = 0 0 , 0 586.7 2.00 1175.3 Soil over Toe = -15.0 0.33 -5.0 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 66.1 2.00 133.6 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 410.0 1.00 411.4 Load @ Proj . Wall = 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 400.0 1.00 401.3 Added Lateral Load = 0.0 0.00 0.0 0 0 0' Footing Weight = 0 0 0 400.5 1.34 534.7 Key Weight = 0 0 0 0.0 0.00 0.0 Vertical Component of Active Pressure = 0 0 0 0.0 0.00 0.0 Totals = 428.2 # 790.5 ft-# 1863.8 # 2656.2 ft-# Resisting Totals Used For Soil Pressure 1863.8 # 2656.2 ft-# (Vert. Component of Active Pressure Removed) (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC 'MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-5:v3-2131 Date: 05/30/02 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SU M MY Top Stem: From 4.00 ft to Top of Wall 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 0.0 <= Mn = 1558.Oft-# Vu = 0.00 <= Vn = 85.00psi Interaction Value = 0.000 8" CONC. 4 (P 18" Vert L *S qb 18 " Hori z Second Stem From 3.00ft to 4.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.Oin HEEL (top) o.c. Mu = 19.1 <= Mn = 1558.Oft-# Vu = 0.53 <= Vn = 85.00psi TOE (bot): " 50 o.c. Interaction Value = 0.012 Third Stem From 2.00ft to 3.00ft # 4 HOPI Z. AS SHOWN 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f' c= 2500.0ppsi, Fy= 400004si Wall Wt.= 100.0Opsf, Bar Embed= 12.Oin Mu = 110.3 <= Mn = 1558.Oft-# .Vu = 2.21 <= Vn = 85.00psi. Interaction Value = 0.071 Fourth Stem From 1..00ft to 2.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0ps1 Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 324.6 <= Mn = 1558.Oft-# Vu = 4.95 <= Vn = 85.00psi Interaction Value = 0.208 Bottom Stem From 0.00ft to 1.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 6.Oin Mu = 713.1 <= Mn = 1558.Oft-# Vu = 8.76 <= Vn = 85.00psi Interaction Value = 0.458 V4.4C1 (c) 1983-96 ENERCALC 2,- U. MICHAEL MOONEY, KW -0601576 8" SLAB COMPACT BACKFILL #4 DOWELS AT 18"cc. REBAR CENTERED 00 16' 9" m VERT STEEL #4's AT 18 "c c. REBAR CENTERED IN WALL - HORIZ. STEEL #4's A T 10" OC. MAX 2" CLR #4's AT 15 "cc. • N (2) #4's CONT. • S' CLR. 32" rC20647 ,El Mluj �k ��9TFOCIVIL CAU_ MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILL.E, CA. 95966 530-533-213 ' Date: 05/30/02 Page: f CANTILEVERED RETAINING WALL DESIGN / WALL & FOOTING DATA Retained Height = Wall Ht. above Soil = Toe Width = Heel Width = Total Footing Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. _ SLIDING CHECK - Ft5/Soil Friction - Soil to Neglect = Lateral Pressure = Passive Pressure = Friction = Add' 1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel Allow. Ftg Shear = Factors of Safety: Overturning = Sliding Origin of Force... Active Soil Press. _ Soil over Heel = Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vertical Component of Active Pressure = 0 0 0 0.0 0.00 0.0 Totals = 606.8 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4C1 (c) 1983-96 ENERCALC 1320.5 ft-# 2272.5 # 2272.5 # 0.00 psf 0.00 pif 0.00 Pt 0.00 ft 0.0 # 0;00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No zc 4412.2 ft-# 4412.2 ft-# (continued on next page....) MICHAEL MOONEY, KW -0601576 VERTICAL LOADS LATERAL LOADS - 5.00 ft Axial DL on Stem = 410 plf Lateral Load Acting on 0.00 ft Axial DL on Stem = 285 plf Stem Above Soil = 1.25 ft ....Eccentricity = 0.00 in ME Lateral Load = 2.00 ft Surcharge over Toe = 0.0 psf ' Dist to Load Start = 3.25 ft Surcharge over Heel = 50.0 psf Dist to Load End = 12.00 in 6.00 in Note: Reel Surcharge Resists Overturning 12.00 in SOIL DATA ADJACENT FOOTING - 1.00 ft Allowable Bearing = 1500 psf Vertical Load = Active Lateral = 30.0 pcf Load Eccentricity = 0.35 ...;Max Press. = 0.0 pcf Footing Width = 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 622 # Backfill Slope = -0.0 :1 Vert. Position of Ftg. 281 # Passive Press. = 250.0 pcf ...Above/Below: [+/-] 795 # Soil Density = 110.0 pcf Spread Footing ? 0.0 # Soil Ht over Toe = 0.00 in FOOTING DESIGN 1135.1 psf Soil Press. Mult. Toe Heel f'c = 438.7 psf By ACI Eq 9-1 = 1627 629 sf FY = 1500 psf Mu -Upward = 1171 680 t-# Min. As Percent = 2.88 in Mu -Downward = 164 933 ft-# Omit SP Under Heel ? 7.08 psi Mu -Design = 1007 -253 ft-# Toe Heel - -1.61 psi One -Way Shear: # 4 @ 16.81 15.04 in o/c 85.00 psi Actual = 7.1 1.6 psi # 5 @ 26.05 23.31 in o/c Allowable = 85.0 85.0 psi # 6 @ 36.97 33.08 in o/c 3.34 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 45.11 in o/c 1.73 :1 'd' = 8.50 9.50 in # 8 @ 48.00 48.00 in o/c Ru = Mu/bd"2 = 15.5 3.1 psi # 9 @ 48.00 48.00 in o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments # ft ft-# # ft ft-# 621.8 2.13 1325.5 0 0 0 0 0 0 733.3 2.58 1894.4 -15.0 0.33 -5.0 0.0 0.00. 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 66.7 2.58 172.2 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 410.0 1.58 649.2 0.0 0.00 0.0 0 0 0 0 0 0 500.0 1.58 791.7 0.0 0.00 0.0 0 0 0 0 0 0 487.5 1.63 792.2 0 0 0 75.0 1.50 112.5 0 0 0 0.0 0.00 0.0 Totals = 606.8 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4.4C1 (c) 1983-96 ENERCALC 1320.5 ft-# 2272.5 # 2272.5 # 0.00 psf 0.00 pif 0.00 Pt 0.00 ft 0.0 # 0;00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No zc 4412.2 ft-# 4412.2 ft-# (continued on next page....) MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 , 5A MADRONE AVE OROVILLE, CA. 95966 530-533-213 Date: 05/30/02 Page: q CANTILEVERED RETAINING WALL DESIGN .....continued► STEM SUMMARY Top Stem: From 5.00 ft to Top of Wall 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 0.0 <= Mn = 1558.Oft-# Vu z 0.00 <= Vn = 85.00psi Interaction Value = 0.000 $ C"�''C 4P 18"v ' 5018 " Hori z Second Stem From 3.00ft to 5.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Xd= 12.Oin Mu = 110.3 <= Mn = 1558.Oft-# Vu = 2.21 <= Vn = 85.00psi Interaction Value = 0.071 Third Stem From 2.00ft to 3.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c=. 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 324.6 <= Mn = 1558.Oft-# Vu = 4.95 <= Vn = 85:00psi Interaction Value = 0.208 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f' c= 2500.Oppsi, ' Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 713.1 <= Mn = 1558.Oft-# Vu = 8.76 <= Vn = 85.00psi Interaction Value = 0.458 Bottom Stem From O.00ft to 1.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.0psi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 7.1in Mu = 1326.7 <= Mn = 1558.Oft-# Vu = 13.62 <= Vn = 85.00psi Interaction Value = 0.852 V4.4C1 (c) 1983-96 ENERCALC HEEL (top) : 5 4 " o.c. TOE (bot} : A 5 C " O.C. 4 HORIZ. AS SHOWN zi MICHAEL MOONEY, KW -0601576 . SLAB COMPACT BACKFILL #4 DOWELS AT 18 "cc. REBAR CENTERED -\ #4's AT 15 "cc. (4) #4's CONT. - HORIZ. S TEEL #4's A T 10 "OC MAX. VERT STEEL #4's AT 18 "cc. REBAR CENTERED IN WALL " CL R. -12"= UNDISTURBED GROUND N 9TF VI Or F,- MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN WPs,I, & FOOTING DATA Retained Height = Wall Ht. above Soil Toe Width Heel Width = Total Footingg Width Footing Thiclness = Key Depth = Key Width = Toe to Key Dist. SLIDING CHECK - Ft9/Soil Friction = Soil to Neglect Lateral Pressure = Passive Pressure = Friction = Add'1 Force Required = SUMMARY . Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel = Allow. Ftg Shear = Factors of Safety: Overturning = Sliding = Origin of Force... Active Soil Press. Soil over Heel = Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight Vertical Component of Active Pressure = Totals 6.00 ft 0.00 ft 1.50 ft 2.00 ft 3.50 ft 12.00 in 8.00 in 12.00 in 1.25 ft 0.35 0.00 in 830 # 347 # 904 # 0.0 # VERTICAL LOADS Axial DL on Stem = Axial DL on Stem = ....Eccentricity Surcharge over Toe = Surcharge over Heel = Date: 05/30/02 Page: z� LATERAL LOADS 410 plf Lateral Load Acting on 285 plf Stem Above Soil = 0.00 in Add' 1 Lateral Load - 0.0 psf Dist to Load Start 50.0 psf Dist to Load End = Note: Heel Surcharge Resists Overturning SOIL DATA ADJACENT FOOTING Allowable Bearing = 1500 psfVertical Load = Active Lateral = 30.0 pcf Load Eccentricity = .....Max Press. - 0.0 pcf Footing Width = ...Slope Press. = 0.0 pcf Ftg. CL to Wall = Backfill Slope = 0.0 :1 Vert. Position of Ftg. Passive Press. = 250.0 pcf ...Above/Below: (+/-) Soil Density = 110.0 pcf Spread Footing Soil Ht over Toe = 0.00 in 1265.1 psf Soil Press. Mult. Toe 373.0 psf By ACI Eq 9-1 = 1809 1500 psf Mu -Upward = 1830 3.81 in Mu -Downward = 236 11.29 psi Mu -Design = 1594 -2.72 psi One -Way Shear: 66.7 85.00 psi Actual = 11.3 0 0 Allowable = 85.0 2.75 :1 Cover over Rebar = 3.50 1.51:1 0 'd' = 8.50 0.0 0.00 Ru = Mu/bd"2 = 24.5 0 0 SUMMARY OF FORCES & MOMENTS 0 0 0 Overturning Moments # ft ft-# 0.00 psf 0.00 if 0.00 t 0.00 ft 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft ? No FOOTING DESIGN Heel f'c = 2500 psi 533 sf' = 40000 psi 618 t-# Min. As Percent = 0.0014 1070 ft-# Omit SP Under Heel ? No -452 ft-# Toe Heel # 4 @ 16.81 15.04 in o/c 2.7 psi # 5 @ 26.05 23.31 in o/c 85.0 psi # 6 @ 36.97 33.08 in o/c 2.50 in # 7 @ 48.00 45.11 in o/c 9.50 in # 8 @ 48.00 48.00 in o/c 5.6 psi # 9 @ 48.00 48.00 in o/c Resisting Moments # ft ft-# 830.5 2.47 2049.1 0 0 0 0 880.0 -15.0 0.33 -5.0 0.0 0 0 0 0.0 0.0 0.00 0.0 0.0 0 0 0 66.7 0.0 0.00 0.0 0.0 0 0 0 410.0 0.0 0.00 0.0 0 0 0 0 600.0 0.0 0.00 0.0 0 0 0 0 525.0 0 0 0 100.0 0 0 815.5 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 0 0.0 2044.1 ft-# 2581.7 # 2581.7 # 0 0 2.83 2493.3 0.00 0.0 0.00 0.0 0.00 0.0 2.83 188.9 0.00 0.0 1.83 751.7 0 0 1.83 1100.0 0 0 1.75 918.7 1.75 175.0 0.00 0.0 5627.6 ft-# 5627.6 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, .CA. 95966 530-53-3-213i CANTILEVERED RETAINING WALL DESIGN Yt (.....continued) STEM SUMMY Top Stem: From 4.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.Opsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 110.3 <= Mn = 2379.2ft-# Vu = 2.21 <= Vn = 85.00psi Interaction Value = 0.046 s•• CONI. 5 � 18" Ver Second Stem From 3.00ft to 4.00ft 05 1s " Horiz ' 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0psi Wall Wt.=100.00psf, Bar Embed= 12.Oin Mu = 324.6 <= Mn = 2379.2ft-# Vu = 4.95 <= Vn = 85.00psi Interaction Value = 0.136 Third Stem From 2.00ft to 3.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 713.1 <= Mn = 2379.2ft-# Vu = 8.76 <- Vn = 85.00psi Interaction Value = 0.300 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi,'Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.Oin . Mu = 1326.7 <= Mn = 2379.2ft-# Vu = 13.62 <= Vn = 85.00psi Interaction Value z 0.558 Bottom Stem From O.00ft to 1.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, .Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= . 9.8in Mu = 2216.5 <= Mn ,= 2379.2ft-# - Vu = 19.55 <= Vn = 85.00psi Interaction Value = 0.932 Date: 05/30/02 HEEL (top) : F 5 ca " ox. TOE (bot) : ¢ 5 P - 0. C. # 4 HORIZ. AS SHOWN Page: 1_, V4.4C1 .(c) 1983-96 ENERCALC MICHAEL MOONEY, KW -06015 f . x Q N r - SLAB COMPACT BACKFILL #5 DOWELS AT 18"OC. CENTERED IN WALL 27'� 19" PROVIDE DRAINAGE TO DAYLIGHT 2" CLR--7 tr #4's AT 15 "cc. (4) #4's CONT. = VERT STEEL #5's A T 18 "cc. HORIZ. STEEL #5's AT 15"OC MAX. f'c = 2500 PSI A T 28 DAYS GRADE 40 REBAR MINIMUM 12" MINIMUM REBAR LAP — REBAR CENTERED IN WALL 18" UNDISTURBED GROUND i N 12 15" 42" 020647 T ��9TF CIV I l �F CAL1F MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE, OROVILLE, CA. 95966 530-533-2.134 Date: 05/30/02 Page: CANTILEVERED RETAINING WALL DESIGN WALL & FOOTING DATA Retained Height = Wall'Ht. above Soil = Toe Width = Heel Width = Total Footing Width = Footing Thickness = Key Depth = Key Width Toe to Key Dist. _ SLIDING CHECK - Ftg/Soil Friction Soil to Neglect = Lateral Pressure = Passive Pressure Friction = Add' 1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel = Allowable Press. Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel = Allow, Ftg Shear Factors of Safety: Overturning = Sliding = Origin of Force... Active Soil Press. _ Soil over Heel Soil over Toe = Sloped Soil @ Heel Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall Load @ Proj . Wall = Avenged Stem Wts. Added Lateral Load Footing Weight = Key Weight = Vertical Component of Active Pressure = 1069 # VERTICAL LOADSLATERAL = 0.0 LOADS - 7.00 ft Axial DL on Stem = 410 plf Lateral Load Acting on 0.00 ft Axial DL on Stem = 285 plf Stem Above Soil = 2.00 ft ....Eccentricity = 0.00 in Add'1 Lateral Load - 2.00 ft Surcharge over Toe = 0.0 psf Dist to Load Start = 4.00 ft Surcharge over Heel = 50.0 psf Dist to Load End = 12.00 in Heel 956.7 f'c 415.1 14.00 in Note: Heel Surcharge Resists Overturning 592 sf 12.00 in SOIL DATA Mu -Upward = 3089 ADJACENT FOOTING 1.50 ft Allowable Bearing = 1500 psf Vertical Load = 1207 ft-# Active Lateral = 30.0 pcf Load Eccentricity - 0.35 -568 .....Max Press. - 0.0 pcf Footing Width - 0 00 in Slope Press = 0 0 pcf Ftg CL to Wall = 1069 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. 587 # Passive Press. = 250.0 pcf ..Above/Below: [+/-] 1042 # Soil Density = 110.0 pcf Spread Footing 0.0 # Soil Ht over Toe = 0.00 in 48.00 in o/c 222.2 48.00 in o/c 0.0 FOOTING DESIGN 1216.6 psf Soil Press. Mult. Toe Heel 956.7 f'c 415.1 psf By ACI Bq 9-1 = 1735 592 sf Pv 1500 psf Mu -Upward = 3089 639 t-# Min. As Percent 3.93 in Mu -Downward = 420 1207 ft-# Omit SP Under Heel 16.98 psi Mu -Design = 2669 -568 ft-# Toe -3.27 psi One -Way Shear: 2978.3 # 7784.4 ft-# # 4 @ 16.81 85.00 psi Actual = 17.0 3.3 psi # 5 @ 26.05 (continued on next page....) Allowable = 85.0 85.0 psi # 6 @ 36.91 2.60 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 1.52 :1 'd' = 8.50 9.50 in # 8 @ 48.00 Ru = Mu/bd'2 = 41.0 7.0 psi # 9 @ 48.00 SUMMARY OF FORCES R MOMENTS Overturning Moments Resisting Moments - # ft ft-# # ft 1069.1 0 -15.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0 Totals = 1054.1 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 0.00 Of .0.00if 0.00 it 0.00 ft 0.0 # i 0:00 n 0.00 ft 0.00 ft 0.0 ft ? No ft-# 2.80 = 2500 psi 0 = 40000 psi 0 - 0.0014 3422.2 ? No Heel 0.00 0.0 15.04 in o/c 0.0 23.31 in o/c 0.00 33.08 in o/c 0.00 45.11 in o/c 0 48.00 in o/c 222.2 48.00 in o/c 0.0 ft-# 2.80 2996.4 0 0 0 0 0 1026.7 3.33 3422.2 0.33 -5.0 0.0 0.00 0.0 0 0 0.0 0.00 0.0 0.00 0.0 0.0 0.00 0.0 0 0 66.7 3.33 222.2 0.00 0.0 0.0 0.00 0.0 0 0 410.0 2.33 956.7 0.00 0.0 0 0 0 0 0 700.0 2.33 -1633.3 0.00 0.0 0 0 0 0 0 600.0 2.00 1200.0 0 0 175.0 2.00 350.0 0 0 0.0 0.00 0.0 2991.4 ft-# 2978.3 # 7784.4 ft-# 2918:3 # 7784.4 ft-# (continued on next page....) -------------- V4.4C1 N 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647, EXPIRES 9-30-05 5A MADRONE AVE `r OROVII...LE, CA. 95966 530-533-2131 Date: 05/30/02 CANTILEVERED RETAINING WALL DESIGN ' I (.....continued) STM SDM y Top Stem: From 7.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in $ CONC. f Ic= 2500.Opsi, Fy= 40000.0ppsi 50 18" Vert q) CL ' -*5018 ' Hori z Wall Wt.=100.00psf, Bar 4ed= 12.Oin Mu = 0.0 <= Mn = 2379.2ft-# Vu = 0.00 <= Vn = 85.00psi 8" CONC. Interaction Value = 0.000s 18" Vert SIP18 " Horiz Second Stem From 4.00ft to 7.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0pps1 1 Wall Wt.= 100.00psf, Bar Bm 12.Oin Mu = 324.6 <= Mn = 2379.2ft-# HEEL (top): A 5 ox. Vu = 4.95 <= Vn = 85.00psi Interaction Value = 0.136 TOE (bot) :+ 5 o o.c. Third Stem From 2.00ft to 4.00ft r 4 HORIZ. dS SHOWN 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt,=100.00psf, Bar Bmbed= 12.01n Mu = 1326.7 <= Mn = 2379.2ft-# Vu = 13.62 <= Vn = 85.00psi. Interaction Value = 0.558 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 5 @ 12.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Bmbed= 12.Oin Mu = 2216.5 <= Mn = 3493.2ft-# Vu = 19.55 <= Vn = 85.00psi Interaction Value = 0.635 Bottom Stem From O.00ft to 1.00ft 8.00in Concrete w/ # 5 @ 12.00in, d= 4.00in f'c= 2500,Opsi, Fy= 40000.0pps1 Wall Wt.= 100.00psf, Bar Xd= 10.3in Mu = 3433.3 <= Mn = 3493.2ft-# Vu = 26.55 <= Vn = 85.00psi Interaction Value = 0.983 Q- v ,r- o.. V4.4C1 (c) 1983-96 IIMCALC MICBABL MOONBY, KW -0601576 COMPACT BACKFILL I n- 8 - 8 I- 00 PROVIDE DRAINAGE TO DAYLIGHT 6" DRAIN ROCK OVER PIPE NO 5's AT 22" cc. FOOTING CONTINUOUS REBAR, (4) NO 5's d- h�� 2�� I I VERTICAL REBAR NO 5's A T 18 "cc CENTERED HORIZONTAL REBAR NO 5's AT 15 "oc. MAX. #5 DOWELS AT 12"OC. CENTERED 33" 24" 24" 2"CLR 3 "CLR ' 18" U MOO' F< z 020647 v r clvl\. FOF CAUF� - Sep -27-02 02:07P John Starr (530) 589-2942 A CONNECTION PERMIT APPLICATION FOR SEWER CONNECTION AND SERVICE FROM LAKE OROVILLE AREA,PUBLIC UTILITY .DISTRICT hereinafter referred to as "Applicant", ::c being the property owner or owner's agent desiring sewer service, hereby requests Lake Oroville Area Public Utility District, hereinafter referred to as "District", to connect Applicant's sewage disposal line to District's sanitary sewer system and to provide sewerage service. Location of property: A.P.f/: /.Glf Subdivision: / Lot#:Block#: Property Annexe J No. of E.D.U.'s this permit: ❑ Property Not Annexed 1 ❑ Property Annexation in Progress Multiplication Factor: Kind of Service: 'Monthly Charges: fZ Capacity Charge:As� Residenliol ® Residence of Owner Connection Feer_ ❑ Rental (single family) J ❑ Rental (duplex) ❑ Apartment SC -OR Facility Charge: ❑ Industrial ❑ Commercial Total Amount Payable This Permll:— Sv 1 F ❑ Site plan reviewed ❑ Jobsite reviewed Remarks: The service applied for hereby shall be in accordance with the conditions hereinafter set forth and the ordinances, rules, regulations and policies adopted, or to be adopted, by the Board of Directors of District, all of which Applicant agrees to abide by and fully perform. Applicant agrees to pay for such service at rates and charges as are established by District from time to time. gnat a of Applicant Name of Owner not Applicant z Z�� r /1Z. 7/ �y Mailing Address of Applicant Meiling Address of Owner Phone # of Applicant:Phone # o! Owner. Sk6Z99 q – SJ791 CONDITIONS OF ACCEPTANCE OF SEWERAGE SERVICE 1. In accepting this application, District does not hold itself I:able to Applicant for fai'ure to perform any of the obligalions imposed upon it or assumed by it under this application if such failure be caused by accident, Act of God, fire, strikes, riots, war, lack of capacity in SC -OR treatmentld;sposal plant or District's lines to handle the sewage or nay other cause beyond reasonable control of District. 2. Installation of the sewer service line pertinent to this application shall conform in all respects to District's specifications. 3. Applicant shall secure permil(s) as necessary from the County of Butte prior to doing any work, including encroachment permits when work is within county right of way. 4. Installation of the subject sewer line shalt be at the sole cost and expense of Applicant. S. Actual connection of the subject sewer service line to Disirict's sewer mainline shell be accomplished by District staff. 6. All work shall be inspected and approved by District. 7. This permit is valid for one (t) year. If work is not comp'.etcd within said year, pamr.it renewal will be required, together with payment of any increase in capacity fee, connection fee and/or SC -OR Facility Charge. 8. District verification form must be issued with this permit. Payment of Fees/Charges required prior to final LAKE OROVIL AREA P_U.D. inspect io Pa ent received by: Date: Receipt # SS : �� By: j i ❑ CASH ZCHECK #_ ZYZ!21 Date..�n' d Permit It: 5 = .Motithly charge payable at the current rate at time of connection. P.02 Awl BUTTE COUNTY SCHOOLS IMPACT,FEE CERTIFICATION FORM (One form per Building) School District 0 P, 0V I L �- to Building Department No. 'A.P. Number 0 141S Jurisdiction: City County Property Owne r Property Location/Address rO V-4 LM C -T% OR 0 Vt LAA—a L- e- Subdivision - KL 7 Lot No. M Y .. ................................ ........................................................................ Residential Development Sq. Footage N� AlLivi g Mobile Home Addition/ "Supplemental to Units Installation Conversion Permit # *(No foundation inspection):: .......................................................................... ...................................... -ZpS G - (Group R) ' Commercial/Ifiddittlial ;A r. �T "4 q. Footage New Addition '(Including Exterior Roofed Areas) Building Depar6nent Represe6tative_,/ Date (Floor Plans reviewed by School District Personnel) District Identification No. School District certifies that (Applicant) LIT* (Street Address) (Phone Number) C-4 %J 67 41ty) --ft (State) (Zip Code) -4 -0 ;L —/0 -%,has complieAvith the re irernints of Resolution No. by payment of $ Its WOW - Co ,,.,.r!presentinga square feet. AB 2926 $ 11FULL MITIGATION $ -7) School Districte Representative Date Paid by Chec'ki# 0 Remarks: 10 3SO -4 Notice: You,may protest the imposition of the fees identified above by submitting a written protest to the. District, in compliance with Government Code Section 66020(a), within 90 days from the' date fees are paid. Failure to submit a timely written protest will prohibit YOU from challenging the imposition of the fees in any court action. If, subsequent :to the School District Representative signing this Butte County Schools Impact Feb Certification Form', the'Schooll District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEGA), this project may be subject to additional school fees to fully mitigate its impact an the school district's schools. White (applicant), Yellow (building department), Pink (school district) feef.orm.xls (10198)dmm .tea , t.1 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUIX DING DMSION 7 COUTITY CENTER DRIVE OROVILLE, CA 95%5 C CIP Y of Document kecorded 21...ay-2002 2002-0026120 Has not been compared with original h BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Lot 40, as shown on that certain map entitled, "Kelly Ridge Estates Unit Isb. 7", h•hich map was recorded in the office of the Recorder of the County of Butte, State of California, on June 16, 1981, in Book 80 of Maps, at page(s) 80, 81 and 82. Date _ a Y State of California County of 0_-e ,Gdo_- On OSCe -7. PROPERTY OWNERS: j) befo me, personally appeared �Dl a nq, 172, 0.6 y e- r5 ersonally k--noRm to me (or proved to me on the basis of sa ' factory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that helshe/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature -7- A. P. 7 A.P. # cyc, ?l -3 o e)4 060 000a000eooHeoae�+00000s�000 ROSELA T. MORA°oLES Seal: Q ,dry COMM. #1300211 pa NOTARY PUBLIC • CALIFORNIA ALAMEDA COUNTY �w.r+ov,oaso+noee+eoatwooeoeoasooso+oo .° My Comm. Exp. April 13, 2005 - r SITE PLAN REVIEW APPLICATION Date: . 7 - 23 - 0 2 AP# - - 0 y Q Permit Number (if applicable) 9 APPLICANT INFORMATION Parcel Size: 2-8 AC, . Owners Name: Owners Address: �22t'1 CrL�� t3 IL S'I', 1�M I1J C)T L A 'I 9G 0,v-, S9� 25 q v i �-�`2 Telephone No.: 1 S Situs Address: W 1_6-2 CT Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ TemporAy Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) a Approved ❑ Conditionally Approved Jj Site Plan Stamped Approved By ❑ Resolve Problems Prior to Approval Date 7 — 25 - e Z Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: 'X' • Flood Panel No.: O BZS Index Date: b ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: I ` — Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front DO L Side 'j D Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 a Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Check with school district to verify actual fee if pre -application review. A. final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation Comments: ❑ Parcel Deemed to be legal Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Verify Legal Parcel ❑ Verify Legal Access []Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain`a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). . ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 15 Subdivision Map/Parcel Map: XELt_� TI) C)&' t✓S 1 I Map Date of Recording: 6-16-61 Lot: H 0 ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: gZ ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission rgquirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 x 0 0 N Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy DowracntABuilding Permit Site Plan Reviewl.doc Page 5 of 5 i N x 0 0 N Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy DowracntABuilding Permit Site Plan Reviewl.doc Page 5 of 5 IF ::A ENGINEERING '-� AIon G. Brown, P.E. _ A California Corporation pe August 9, 2002 vel Mike Vierra BUTTE COUNTY BUILDING DEPARTMENT 7 County Center Drive Oroville, CA. 95965 RE: Better Builders Construction — Contractor Oman Drive/ Frowler Court APNy069-530-040 -. Butte County, California. Dear Mr. Vierra: Following our report of July 2, 2002 on the above referenced fill, the owner/ contractor made the decision to increase the fill height by two additional feet. Material from the same source was imported, placed in lifts, moisture conditioned and compacted by wheel rolling. The final subgrade surface was compacted with a vibratory sheepfoot compactor. Representative tests taken on the finished subgrade indicate the fill has been compacted in excess of 90% Relative Density per ASTM -2922 nuclear gauge method and was observed to be structurally stable and suitable for a single family residence and in ground pool. If you have any questions please call our office. Very truly yours,. �p�FESS/pN B A ENGINES ee or q <cQ p� g Ifo F� No.24578 r" Exp. 12-31-05 '0 Alan G. Brown, Principal Engineer cd'J, tea' CIV -I Enclosure 9�F OF GA1-�FE E 0 V E D Cc: Better Builders Construction AUG •1 3.2002 . Job # 02-023 BUTTE COUNTY_ 2060 Park Avenue PIANNInb uwrow P.O. Box 1576 Oroville, CA 95965 (530)534-1911 (530)533-6457 FAX (530) 534-0908 ASTM -1557 Maximum Dry Density 129.0 PCF @ 10.2% moisture BBA 02-023 - , r RELATIVE DENSITY TESTS r Lot #41 Frowler Court APN 069-530-040 Butte County, California Relative Test Date Location Density % Moisture 11 8-9-02 SG .94 7.8 12 8-9-02 SG 94 9.4 13 8-9-02 SG 93 9.8 14 8-9-02 SG 96 8.2 ASTM -1557 Maximum Dry Density 129.0 PCF @ 10.2% moisture BBA 02-023 QjAlL,S MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILL.E, CA. 95966 5 533-2131` Date: 09/25/02 CANTILEVERED RETAINING WALL DESIGN 414 -at uj tw, I &Jd? &_R �uartwr.6 WALL & FOOTING DATA 628.2 2.05 VERTICAL LOADS 0 0 LATERAL LOADS - Retained Height = 4.00 ft Axial DL on Stem = 410 plf Lateral Load Acting on -23.4 Wall Ht. above Soil = 0.00 ft Axial DL on Stem = 285 plf Stem Above Soil = Toe Width = 1,00 ft ....Eccentricity = 0.00 in Add'1 Lateral Load = Heel Width - 2.00 ft Surcharge over Toe = 0.0 psf Dist to Load Start = Total Footingg Width = 3.00 ft Surcharge over Heel = 150.0 psf Dist to Load End = Footing Thicl�ess = 15.00 in 546.7 Load @ Proj . Wall = 0.0 0.00 0.0 0 Key Depth = 0.00 in Note: Heel Surcharge Resists Overturning 0 400.0 1.33 Key Width = 0.00 in SOIL DATA 0 0 ADJACENT FOOTING - Toe to Key Dist. = 0.00 ft Allowable Bearing = 1500 psf Vertical Load = SLIDING CHECK 0 0.0 Active Lateral = 30.0 pcf Load Eccentricity = Fty/Soil Friction = 0.35 .....Max Press. = 0.0 pcf Footing Width = Soil to Neglect = 0.00 in ...,,Slope Press. = 0.0 pcf Ftg. CL to Wall = Lateral Pressure = 628 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. Passive Pressure = 195 # Passive Press. = 250.0 pcf .. ,Above/Below: [+/-] _ Friction = 756 # Soil Density = 110.0 pcf Spread Footing. ? Add' 1 Force Required = 0.0 # Soil Ht over Toe = 0.00 in SUMMARY FOOTING DESIGN Pressure @ Toe = 1351.0 psf Soil Press. Mult. Toe Heel f'c = Pressure @ Heel = 278.4 psf By ACI Eq 9-1 = 1939 400 sf' _ Allowable Press. = 1500 psf Mu -Upward = 884 558 t-# Min, As Percent = Ecc. of resultant = 3.95 in Mu -Downward = 131 968 ft-# Omit SP Under Heel ? Max. Shear @ Toe = 0.50 psi Mu -Design = 753 -410 ft-# Toe Heel - Max. Shear @ Heel = -1.19 psi One -Way Shear: # 4 @ 12.42 11.43 in o/c Allow. Ftg Shear = 85.00 psi Actual = 0.5 1.2 psi # 5 @ 19.25 ' 17.71. in o/c Factors of Safety: Allowable = 85.0 85.0 psi # 6 @ 27.33 25.14 in o/c Overturning = 2.94 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 37.27 34.29 in o/c Sliding = 1,51 :1 'd' = 11.50 12.50 in # 8 @ 48.00 45.14 in o/c Ru = Mu/bd"2 = 6.3 2.9 psi # 9 @ 48.00 48.00 in o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin of Force... # ft ft-# # ft ft-# Active Soil Press. = 628.2 2.05 1287.3 0 0 . 0 Soil over Heel = 0 0 0 586.7 2.33 1368.9 Soil over Toe = -23.4 0.42 -9.8 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 200.0 2.33 466.7 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 410.0 1.33 546.7 Load @ Proj . Wall = 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 400.0 1.33 533.3 Added Lateral Load = 0.0 0.00 0.0 0 0 0 Footin5 Weight = 0 0 0 562.5 1.50 843.7 Key Weight = 0 0 0 0.0 0.00 0.0 Vertical Component of Active Pressure = 0 0 0 0.0 0.00 0.0 Totals = 604.8 # Resisting Totals Used For Soil Pressure (Vert, Component of Active Pressure Removed) 1277.5 ft-# . 2159.2 # 2159.2 # Page: (� 0.00 psf 0.00 pplf 0.00 ft 0.00 ft 0,0'# 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No 3759.3 ft-# 3759.3 ft-# (continued on next page....) V4.4C1 -(c) 1983-96 ENERCALC VMICEAEL MOONEY, KW 0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE.AVE OROVILLE, CA. 95966 530-531-2131' CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMARY Top Stem: From 4.00 ft to Top of Wall 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 0.0 <= Mn = 1558.Oft-# Vu = 0.00 <= Vn = 85.00psi Interaction Value = 0.000 Second Stem From 3.00ft to 4.00ft 8.0Cin Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 40.2 <= Mn = 1558.Oft-# Vu = 1.12 <= Vn = 85.00psi Interaction Value = 0.026 Third Stem From 2.00ft to 3.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 194.8 <= Mn = 1558.Oft-# Vu = 3.68 <= Vn = 85.00psi Interaction Value = 0.125 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 514.8 <= Mn = 1558.Oft-# Vu = 7.30 <= Vn = 85.00psi Interaction Value = 0.330 Bottom Stem From O.00ft to 1.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 6.Oin Mu = 1051.3 <= Mn = 1558.Oft-# Vu = 11.99 <= Vn = 85.00psi Interaction Value = 0.675 8- CONC. 4P 18"Ve •*5 @, 18 " Mori z Date: 09/25/02 HEEL (top) : * 5 " o.c. TOE (bot) : 5 , " ox. a 4 HORIZ. AS SHOWN Page: I V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 SLAB COMPACT BACKFILL #4. DOWELS AT 18" cc. REBAR CENTERED 0o 1&" v 9" 2" CLR II #4's AT 15 "cc. u L• (2) #4's CONT. 3'_ CLR. VERT STEEL #4's AT 18"cc. REBAR CENTERED IN WALL -HORIZ. STEEL. #4's AT 10" OC. MAX Q�pFESS/o o��mo�,,� 020647 9OFCA� � MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVIL�E, CA. 95966 J30 -5"A-2131 10 CANTILEVERED RETAINING WALL DESIGN 15' Y1� WALL & FOOTING DATA Retained Height = Wall Ht. above Soil = Toe Width = Heel Width = Total Footing Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. _ SLIDING CHECK - Ft5/Soil Friction = Soil to Neglect = Lateral Pressure = - Passive Pressure = - Friction = Add'1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel Allow. Ftg Shear Factors of Safety: Overturning = Sliding = Origin of Force... Active Soil Press. _ Soil over Heel Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe = Axial Load on Wall = Load @ Proj . Wall = Averaged Stem Wts. Added Lateral Load = FootinV Weight = Key Weight = Vertical Component of Active Pressure = 5.00 ft 0.00 ft 1.25 ft 2.00 ft 3.25 ft 12.00 in 8.00 in 12.00 in 1.08 ft 0.35 0.00 in 785 # 347 # 851 # 0.0 # Date: 09/25/02 f6bVxf (0 UkE�1k <Quacifti� VERTICAL LOADS psf Soil Press. Mult. LATERAL LOADS Axial DL on Stem = 410 plf Lateral Load Acting on Axial DL on Stem = 285 plf Stem Above Soil = ....Eccentricity = 0.00 in ME Lateral Load = Surcharge over Toe = 0.0 psf Dist to Load Start = Surcharge over Heel = 150.0 psf Dist to Load End = Note: Heel Surcharge Resists Overturning SOIL DATA ADJACENT FOOTING Allowable Bearing = 1500 psf Vertical Load = Active Lateral = 30.0 pcf Load Eccentricity = .....Max Press. = 0.0 pcf Footing Width = .....Slope Press. = 0.0 pcf Ftg. CL to Wall = Backfill Slope = 0.0 :1 Vert. Position of Ftg. Passive Press. = 250.0 pcf ...Above/Below: [+/-] Soil Density = 110.0 pcf Spread Footing. Soil Ht over Toe = 0.00 in 1387.1 psf Soil Press. Mult. Toe 284.1 psf By ACI Eq 9-1 = 1986 1500 psf Mu -Upward = 1393 4.29 in Mu -Downward = 164 8.73 psi Mu -Design = 1229 -3.10 psi One -Way Shear: 0.0 85.00 psi Actual = 8.7 0.00 0.0 Allowable = 85.0 2.65 :1 Cover over Rebar = 3.50 1.53:1 0.00 'd' = 8.50 0.00 0.0 Ru = Mu/bd"2 = 18.9 0 410.0 SUMMARY OF FORCES & MOMENTS 0.0 0.00 0.0 Overturning Moments 0 # 0 ft ft-# Page: 0.00 psf 0.00 pplf 0.00 ft 0.00 ft 0.0 # 0.00 in 0.00 ft 0.00 ft = 0.0 ft ? No FOOTING DESIGN Heel f'c = 2500 psi 407 sf FY = 40000 psi 553 t-# Min. As Percent = 0.0014 1058 ft-# Omit SP Under Heel ? No -504 ft-# Toe Heel # 4 @ 16.81 15.04 in o/c 3.1 psi # 5 @ 26.05 23.31 in o/c 85.0 psi # 6 @ 36.97 33.08 in o/c 2.50 in # 7 @ 48.00 45.11 in o/c 9.50 in # 8 @ 48.00 48.00 in o/c 6.2 psi # 9 @ 48.00 48.00 in o/c Resisting Moments # ft ft-# 785.5 2.31 1816.4 0 0 0 0 0 0 733.3 2.58 1894.4 -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 200.0 2.58 516.7 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 410.0 1.58 649.2 0.0 0.00 0.0 0 0 0 0 0 0 500.0 1.58 791.7 0.0 0.00 0.0 0 0 0 0 0 0 487.5 1.63 792.2 0 0 0 100.0 1.58 158.3 0 0 0 0.0 0.00 0.0 Totals = 770.5 # 1811.4 ft-# 2430.8 # Resisting Totals Used For Soil Pressure 2430.8 # (Vert. Component of Active Pressure Removed) 4802.5 ft-# 4802.5 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-531-213 Date: 09/25/02 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM SUMMRY Top Stem: From 5.00 ft to Top of Wall 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Bmbed= 12.01n Mu = 0.0 <= Mn = 1558.Oft-# Vu = 0.00 <= Vn = 85.00psi Interaction Value = 0.000 Second Stem From 3.00ft to 5.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0pps 1 Wall Wt.= 100.00psf, Bar Bmbed= 12.Oin Mu = 194.8 <= Mn z 1558.Oft-# Vu = 3.68 <= Vn = 85.00psi Interaction Value = 0.125 Third Stem From 2.00ft to 3.00ft 8.00in Concrete w/ # 4 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Rmbed= 12.Oin Mu = 514.8 <= Mn = 1558.Oft-# Vu = 7.30 <= Vn- 85.00psi Interaction Value = 0.330 Fourth Stem From 1.00ft to 2.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ps1 Wall Wt.= 100.00psf, Bar Sorbed= 12.Oin Mu = 1051.3 <= Mn = 2379.2ft-# Vu = 11.99 <= Vn = 85.00psi Interaction Value = 0.442 Bottom Stem From O.00ft to 1.00ft 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Bmbed= 8.11n Mu = 1855.1 <= Mn = 2379.2ft-# Vu = 17.73 <= Vn = 85.00psi Interaction Value = 0.780 8" CONC. 4 @, 18" Vert CL +F5 e? 18 - Horiz 8" CONC. 4 P 18" Vertu --t 5 (P 18 " Hori z HEEL (top) : a 5 " o. c. TOE (bot) : 5 P " o. c. 4HORIZ. AS 5HOWN Page: o= 2- V4.4C1 (c) 1983-96 BNBRCALC MICHAEL MOONEY, KW -0601576 t i 8- #4 DOWELS AT 48 OC. COMPACT BACKFILL x #5 DOWELS AT 16"cc. < REBAR CENTERED \ 0 16" 15" PROVIDE DRAINAGE TO DAYLIGHT 2" CLR #4's AT 15 "cc. (4) #4's CONT. HORIZ. STEEL #4's AT 13"OC MAX. VERT STEEL #4's AT 18 "cc. REBAR CENTERED IN WALL .1 I 13" CLR. —39 -- ,?QF E Sf,,, 9" UNDISTURBED GROUND ROFESs;t 020647_ CI�v.� 2F CAOF MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE , OROVIL,�E, CA. 95966 530-5333-2,3f Date: 09/25/02 r Page: CANTILEVERED RETAINING WALL DESIGN Z�/ i'WLO( 1 OO WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS Retained Height = 6.00 ft Axial DL on Stem = 410 plf Lateral Load Acting on Wall Ht. above Soil = 0.00 ft Axial DL on Stem = 285 plf Stem Above Soil = 0.00 psf Toe Width = 1,75 ft ....Eccentricity = 0.00 in Add'► Lateral Load = 0.00if Heel Width = 2,00 ft Surcharge over Toe = 0.0 psf Dist to Load Start = 0.00 t Total Footing Width = 3.75 ft Surcharge over Heel = 150.0 psf Dist to Load End = 0.00 ft Footing Thickness = 12.00 in Key Depth = 13.00 in Note: Heel Surcharge Resists Overturning Key Width = 12,00 in SOIL DATA ADJACENT FOOTING Toe to Key Dist. = 1.25 ft Allowable Bearing = 1500 psf Vertical Load = 0.0 # SLIDING CHECK Active Lateral = 30.0 pcf Load Eccentricity = 0.00 in Ftg/Soil Friction = 0.35 .....Max Press. = 0.0 pcf Footing Width = 0.00 ft Soil to Neglect = 0.00 in .....Slope Press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 1021 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. Passive Pressure = 543 # Passive Press. = 250.0 pcf ...Above/Below: [+/-] = 0,0 ft - Friction = 985 # Soil Density = 110.0 pcf Spread Footing. ? No Add' 1 Force Required = 0.0 # Soil Et over Toe = 0.00 in SUMMARY FOOTING DESIGN Pressure @ Toe = 1320.7 psf Soil Press. Mult. Toe Heel PC = 2500 psi Pressure @ Heel = 332,7 psf By ACI Eq 9-1 = 1885 475 sf FY = 40000 psi Allowable Press. = 1500 Psf Mu -Upward = 2551 571 t-# Min. As Percent = 0.0014 Ecc. of resultant = 4,48 in Mu -Downward = 322 1195 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 15.11 psi Mu -Design = 2229 -624 ft-# Toe Heel Max, Shear @ Heel = -3.65 psi One -Way Shear: # 4 @ 16.81 15.04 in o/c Allow. Ftg Shear = 85.00 psi Actual = 15.1 3.6 psi # 5 @ 26.05 23.31 in o/c Factors of Safety: Allowable = 85.0 85.0 psi # 6 @ 36.97 33.08 in o/c Overturning = 2.50 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 48.00 45.11 in o/c Sliding = 1.50 :1 'd' = 8.50 9.50 in # 8 @ 48.00 48.00 in o/c Ru = Mu/bd-2 = 34,3 7.7 psi # 9 @ 48.00 48.00 in o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin of Force... # ft ft-# # ft ft-# Active Soil Press. = 1021.4 2.66 2717.3 0 0 0 Soil over Heel = 0 0 0 880.0 3.08 2713.3 Soil over Toe = -15.0 0.33 -5.0 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0,00 0.0 Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 200.0 3.08 616.7 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 410.0 2.08 854.2 Load @ Proj . Wald = 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 600.0 2.08 1250.0 Added Lateral Load = 0.0 0.00 0.0 0 0 0 Footing Weight = 0 0 0 562.5 1.88 1054.7 Key Weight = 0 0 0 162.5 1.75 284.4 Vertical Component of Active Pressure = 0 0 0 0.0 0.00 0.0 Totals = 1006.4 # 2712,3 ft-# 2815.0 # 6773.2 ft-# Resisting Totals Used For Soil Pressure 2815.0 # 6773.2 ft-# (Vert, Component of Active Pressure Removed). (continued on next page....► V4,4C1 .(c) 1983-96 ENERCALC iMICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVI4E, CA. 95966 530-533-2 3 CANTILEVERED RETAINING WALL DESIGN (.....continued) STEM S0h1M1lEY Top Stem: From 4.00 ft to Top of Wall 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.0in Mu = 194.8 <= Mn = 2379.2ft-# Vu = 3.68 <= Vn = 85.00psi Interaction Value = 0.082 Second Stem From 3.00ft to 4.00ft . 8.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000Wall Wt.= 100.00psfI Bar AlBm l 12.Oin Mu = 514.8 <= Mn = 2379.2ft-# Vu = 7.30 <= Vn = 85.00psi Interaction Value = 0.216 Third Stem From 2 00f to 3.00ft B.00in Concrete w/ # 5 @ 18.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0ppsi Wall Wt.= 100.00psf, Bar Embed= 12.01n Mu = 1051.3 <= Mn = 2379.2ft-# Vu = 11.99 <= Vn = 85.00psi Interaction Value = 0.442 Fourth Stem From 1.00ft to' 2.00ft 8.00in Concrete w/ # 5 @ 12.00in, d= 4.00in f'c= 2500.Opsi, Fy= 40000.0psi Wall Wt.= 100.00psf, Bar Embed= 12.Oin Mu = 1855.1 <= Mn = 3493.2ft-# Vu = 17.73 <= Vn = 85.00psi Interaction Value = 0.531 Bottom Stem From O.00ft to 1.00ft 8.00in Concrete w/ # 5 @ 12.00in, d= 4.00in f' c= 2500.Opsi, Fy= 40000.0ps1 Wall Wt.= 100.00psf, Bar Bmbed= 8.9in Mu = 2977.4 <= Mn = 3493.2ft-# Vu = 24.54 <= Vn = 85.00psi Interaction Value = 0.852 . r Date: 09/25/02 s Page: V4.4C1 (c) 1983-96 ENUCALC MICBAEL MOONEY, KW -0601576 it b oll SLAB VERT STEEL #5's AT 18"cc. -COMPACT BACKFILL HORlZ. STEEL #5's AT 1570C MAX. f'c = 2500 PSI AT 28 DAYS GRADE 40 REBAR MINIMUM 12" MINIMUM REBAR LAP X Q E #5 DOWELS AT 12"OC. REBAR CENTEREDIN WALL CENTERED IN WALL 27'� 19' PROVIDE DRAINAGE 2r—j TO DAYLIGHT UNDISTURBED 2" CLR GROUND ,#4's AT 15"m N_ (4) #4's CONT. 3" CLR. . M �I 15" 45" (l ��QROFESS�C�q L 020647 FCF CAI.'iF�R�f MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 . 5A MADRONE AVE r OROVIL4E, CA. 95966 530-5333-211 31' " Date: 09/25/02 CANTILEVERED RETAINING WALL DESIGN WALL &FOOTING DATA Retained Height Wall Ht. above Soil = Toe Width = Heel Width = Total Footing Width = Footing Thickness = Rey Depth Key Width = Toe to Key Dist. _ SLIDING CHECK - Ftg/Soil Friction = Soil to Neglect = Lateral Pressure = Passive Pressure = - Friction = Add' 1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel = Allow. Ftg Shear = Factors of Safety: Overturning = Sliding = Origin of Force... Active Soil Press. _ Soil over Heel = Soil over Toe Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge Over Heel = Surcharge over Toe Axial Load on Wall = Load @ Proj . Wall = Averaged Stem Wts. _ Added Lateral Load = Footing Weight = Key Weight = Vertical Component of Active Pressure = 7.00 ft 0.00 ft 2.25 ft 2.50 ft 4.75 ft 12.00 in 15.00 in 12.00 in 1.50 ft 0.35 0.00 in 1287 # 633 # 1294 # 0.0 # VERTICAL LOADS Axial DL on Stem = 410 plf Axial DL on Stem = 285 plf ....Eccentricity = 0.00 in Surcharge over Toe = 0.0 psf Surcharge over Heel = 150.0 psf Note: Heel Surcharge Resists Overturning SOIL DATA w LATERAL LOADS Lateral Load Acting on Stem Above Soil = Add' 1 Lateral Load = Dist to Load Start = Dist to Load End = ADJACENT FOOTING Allowable Bearing = 1500 psf Vertical Load = Active Lateral = 30.0 pcf Load Eccentricity = .....Max Press. = 0.0 pcf Footing Width = ...Slope Press. = 0.0 pcf Ftg. CL to Wall = Backfill Slope = 0.0 :1 Vert. Position of Ftg. Passive Press. = 250.0 pcf ...Above/Below: [+/-] Soil Density = 110.0 pcf Spread Footing. Soil Ht over Toe = 0.00 in 1153.1 psf Soil Press: Mult. Toe 523.4 psf By ACI Eq 9-1 = 1639 1500 psf Mu -Upward = 3791 3.57 in Mu -Downward = 532 19.40 psi Mu -Design = 3260 -5.99 psi One -Way Shear: 0.0 85.00 psi Actual = 19.4 0.00 0.0 Allowable = 85.0 2.95 :1 Cover over Rebar = . 3.50 1.50:1 0.00 'd' = 8.50 0.00 0.0 Ru = Mu/bd"2 = 50.1 0 410.0 SUMMARY OF FORCES & MOMENTS 0.0 0.00 0.0 Overturning Moments 0 # 0 ft ft-# FOOTING DESIGN. Heel f' c 744 sf 1444 t-# Min. As Percent 2517 ft-# Omit SP Under Heel -1074 ft-# Toe # 4 @ 13.95 6.0 psi # 5 @ "21.62 85.0 psi # 6 @ 30.69 2.50 in # 7 @ 41.84 9.50 in # 8 @ 48.00 13.2 psi # 9 @ 48.00 Heel - 15.04 in o/c 23.31 in o/c 33.08 in o/c 45.11 in o/c 48.00 in o/c 48.00 in o/c Resisting Moments # ft ft 1287.3 3.01 3869.1 0 0 0 0 0 0 1411.7 3.83 5411.4 -15.0 0.33 -5.0 0.0 0.00 0.0 0 0 0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 275.0 3.83 1054.2 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 410.0 2.58 1059.2 0.0 0.00 0.0 0 0 0 0 0 0 700.0 2.58 1808.3 0.0 0.00 0.0 0 ' 0 0 0 0 0 712.5 2.38 1692.2 0 0 0 187.5 2.00 375.0 0 0 0 0.0 0.00 0.0 Totals = 1272.3 # Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) 3864.1 ft-# 3696.7 # 3696.7 # Page: 0.00 psf 0.00 pplf 0.00 ft 0.00 ft 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No 11400.2 ft-# 11400.2 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 Y M -.6 AIM U, Shist I"AssitfAt,nmOffi&�M tr4 1Whqk ell , A—Wom"" 107 Aft Am hot rtpyy ..................... Y M -.6 AIM U, Shist I"AssitfAt,nmOffi&�M tr4 1Whqk t t