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041-640-002
• _ NOTES 0 RESIDENTIAL 041-640-002 99-1750 PERMIT NO. _ EBERHART, Pete & Shelly_ 3589 Lonnie Lane, Oroville T Contr: Jeff Horton 6 X 10 Addition 0 c 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER i JOB FINALED (Date) Signature i CHECKED BY . t vfCOUNT,Y OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ,ounty Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96 .11, I APPLICATIONAND PERMIT � -• ASSESSOR PARCEL NUMBER�/ E,. ,,k -7640r002 OWNER / �T1v°° &SHELLY EBERHAI,��T(�n ZONING T LEPHONE ���-8080 BUILDING PERMIT SQ. FT. OCC. BUILDING VALUATION y .OWNERS MAILING ADDRESS 14052 .,TEMP E CIRCLEt 1-iAGALIA lidtll/ CONTRACTOR'S NAME JUT H p,RTTo! N TELEPHONE CONTRACTORS MAILING ADD14662 COUTOLENC ROAD, MAGALIA 1''�GlV CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 394 ARCHITECT OR ENGINEER NORTH STAR ENGINEERING LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAJ2(a All R $§ ij�j RATION DRIVE, LTJ RI Y E, CUCO Plan Checkin Fee $ j BUILDING ADDRESS 3589 t o*� LM, � , M d.+V11iiLPJ �eAjljiS (T!( Ener Plan Checking Fee $ gy g $ PERMIT FEE $ 123 95 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 1% Duplex ❑ Mobilehome ❑ Other ' SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITIONS 6 X 10 Gas i in stem 1 - 5 outlets 15.00 Builcking sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800VOR LE 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 force and effect. License Class Lic. No. fi ��✓ 7 b U 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 Tram exempt under Sec. Business and Professions Code for this Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a Acc. elDs. S° 3.5QF; RESID. MULTI -OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES .00 BAL O 1.50 Ex. Occup. DUTEEDLS qp ,°� 5.005.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 25.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self-insure'for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permlt,is for work of a valuation of one hundred dollars ($100) or less.) CLU I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' laws of California, and agree that H I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with tho a provisions. p �}q X j Date / / / Signatu,Ve of p✓plicant - ❑ 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 Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ ocb CONST. JYPE TOTAL FEE $ 148,95 HAZ. ,.. D. FEES IMP FLOOD ,. COF �. PAR;, -"PD HD IS/ 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. / Q By Date Q i 1 d 7 PERMIT EXPIRES ON //A! f)Q I If Defe' ReceiptNo. # WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT V = OK 1. 0 = Not OK 2. - = Not Applicable MOBILE HOMES = Not Ready Gas; MH Test -Demand -Valve -Connector Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. 1. Zoning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch 7. 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./ PLPG 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, 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-Rhrs-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 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (: Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rhr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 72. 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 M-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral I] 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 84. A.C. Unit Disconnect, Electrical -Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing MECHANICAL (Permit) OK except #'s 87. 35. A.C. Ducts Insulation & Support 88. 36. Vent Fan, Exhaust above insulation 89. 37. Condensate Drain & Overflow, Size & Grade 90. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 91. 39. Attic Access & Platform if Furnace in Attic 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Date 40. Sits Proper Materials & Anchors Card B-1 Date Card B-1 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 Tingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rhr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 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 -Mach. 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 ❑ Yes 82. Following Insild./Drive ] Yes NotWalks D Yes Q No/Planters ❑ Yes J 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: DATE 6/16/2004 REPORT TIME 15:18 INCIDENT NUMBER 7017 EVENT NUMBE 7031 LOCAL FIRE NUMBE STATE FIRE NUMBER 266 CASE NUMBER 4 LOCATION 13589 LONNIE LANE RP 1 ADAM PHONE NUMBER 8767384 WILDLAND FIRES ❑ ESTIMATED ACRES STRUCTURE FIRE RESIDENTIAL OTHER FIRE MEDICAL AIDS PSA/OTHER HAZ MAT COMMENTS EMD ❑ OES ❑ kJ2 oyl-(0yd-oc)z LOGGED B TMJ AAe I nra� FIrA RO CAUDILL J AAf Cfafw Fo-A nsArcrc BI 526 # ,aRfcAap MEDICS PRA H6 j ECC ❑ REPORT METHO 1911 I FIRE INFORMATION FIRE INFO SENT HO JEMAIL BY TMJ TO STA35 7 -DAY LOGGED INITIALS LS I INCIDENT NAM ILONNIE START DATE I 6/16/2004I START TIME 15:05 DIAMOND # 1.1-1.8 CAUSE MISC J LAND USE :DOMESTIC ACRES 0 TYPE OF ACRE DIAMOND 5 ONLY $ DAMAGE TYPE; DOLLAR DAMAGE 80000.0 SAVE 3500000.00 INJURIES/FATALITIES ❑ # CIVILIAN INJURIES _ V W 0 #CIVILIAN FATALITIES 0! # FF INJURIE 1 01 # FF FATALITIES r 0{ FC -40 INFORMATION New Incident :' FC -40 ❑ DATE OF FC -40 INC s AGENCY INC # INC P# FC -40 COMP DATE r FC -40 COMP BY County Notifications F,/� EARS Hard Copy Recieved ❑ EARS Checked Agenst EARS Computer ❑ S jq A- - _ --11 RESIDIV71 041-64-0-002 99-0078BPEM EBERHART, Pete/Shelly 3589 Lonnie Lane, Cv (new S/F) Jeff Horton PERMIT Nv. . t PERMIT EXPIRES - ` 0a d OWNER CONTR. S L� o- 3 " A ASSESSOR PARCEL LOCATION } / r r 1 CHECKED ► / BY ✓ SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY i Temp. F; OFFICE COPY _ - �t call, Address / i Temp. E G — Meter By Date Call ELECTR Meter B Temp_ Called PG&E JOB FINALED (Date) / Signature ��- 0079 INTER -DEPARTMENTAL MEMORANDUM CAIZ� TO: BUILDING DMSION, OROVILLE FROM: ENVIR. liEALTH, CMCO. DATE: 9-30-9.9 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNERNAME: Ebo-rkar+ SEPTIC: WELL: AP#: O4 t - & 40 - OOL ADDRESS/LOCATION: L at 24- L.omn4-c- Ln Comments: GUmemos/roleasehold =Irk A 1 AAA �m VW%7 �r Certificate of Conformance I Certificate 054054 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: r - ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 —.Manufacturing —Standard Specifications For Structural Glued Laminated Timber Of Softwood Species j IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Procgram. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality., 15, 8 S�XI�r� W 0 �'r* 0 Rql 0 -A so MO Z' SEAL = s: IN G"ko�, E by e,1 Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street - P.O. Box 11700 - Tacoma. WA 96411-0700 v' Telephone: (253) 565-6600 - Fax Number: (253) 565-7265 V -OK 0 a Not OK, ble -NotR dy MOBILE HOMES , m Date MOBILE HOME UTILITIES Plans) OK -0 0's 1. ZonkV RegUrwnertb - Setbscb - Easements 2. Saar Special MH Support Sketch 3. Sewer Loutiaorr 4. Water, Location Needed (Skel" & ElemWW. Lxa //1mp4Cancrooe 8. Gar LocadorrTssta hxg / IUL / /Nat or/ ILV /LPG 7. wee Clearance d Dbcwcmct 8. Mty Clearance Date Card B-1 Dais Card B-1 Date Card B-1 Dab Card B-1 Date MOBILE HOME INSTALLATION fPlans) OK scept #'s 1. Zoning Regkiem tb. Set mats Easwwts i 2. Footingr, SimSpocirG- larriage Line 3. Gas; MH 4. Electricity; MH 5. Drain; MH Te*FsEfla C rieeeor S. Water, MH TeslRegk>tet WAmeetor 7. Water and Sewer Corrected -CA b Grade•HD Approval 8. Gas and EketricAy Tagged 9. Toe DomwNpelruee@tion Cert 10. Exits; Insp.Sksth _ 11. Cert of Oempancy l 12. Pem amrt Foundation Only: License Decal _ Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 , { MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGEti (Plans) OK emelt is 1. Zoning Regk mmentaSetbadw aaematb 2. Footings: SoloSb*oeplhSpednp•Connec x,.Smd 3. Decks: Girders andlar tafr Ubt 4. Wood Awn.: Posts-BeanmA:M ,.Canemtom ShdV.-Rfg.-Bracing S. Alum. Awn.: Column 8. Carports: Wii Klows-Doors 7. Electric a Fmp.: Sis-AnchorsStuds-Atow1usses 9. Siring: Naft•Veneer.Stucco-Mesh 10. Root, Shthg-Roofing 11. Ext: Seeps0oors-land'ngs 12. Braced Wap Panels Date Card B-1 Date Card B-1 Dab Card B-1 Dais Card B-1 Dab POOLS (Plans) OK except /'s 1. SetbadkwEasurmts 2. Saar Compacdor►Struchn Ste ^ 3 Pad Struetrrr SbeF-Conroclons-7li kneas Dead Men -lining 4. Elm: Reaptades and LVOV. Oiduice•Gfl S. Elea: Pool lighting+ 15 VdtwGR 8. Etat.; Endooser Cor4AEntrf wTantinalwUftd - 7. Eieo.: BaKhig; Meed wR-Ckek/a* g Equip dialer 8. Elec.; Grom*a Equp. w/8 Cirafatfng Equip• W Lghig. Boxe%fxcbmxewPaneboanb4ns-- b Main in Condkst 9. Health DepMttrd Appoval 10. Pkmb.: Ck Test•VVaeer Supply Test 11. Light Niche Dab Card B-1 Date Card B-1 Dab Card B-1 Dab Card 5-1 rOKtoK RESIDENTIAL Not Applicable Not Ready :e UNDERFLOOR (Plans) axeapt !'s Zonis Relbacta-Easments- lope Z. fw.. Main; Sous -Stec. / JAP Ftg. Depth Garage: SalsSteetZlec Gmd/ r Fug. Depth F . Porches b Decks; Soils -Steel-/ ' Ftg. Depth 50r5ternwans, Main; Stee4.81ockoutsANrapped S ns, Garage; Steel 8 rapped Hold Downs and Special 7. Slab. StsetWrapped Piers•Firepiace Ftg.Steel Fatl-Fittino-Test-2 Way CiO•Sewer Test �0. UF. Gas Pipe; S Ze Anchors - Yard Gas Piping; Sloe Test — I ie Water Pine- TasFAnchcrs•RequlatorSenwce Test 1)•uenums b Duch CI Girders-SillS-AnchW Access 3 Ventilation Insulation ate ^•�/� Card B-1 Date Card B-1 ate N I'D y� C rrd B-1 C -A,- Dab Card 134 ataMBJWA EM5 OIC eonpt U�IftLter Htr; Air Balt" Water Pipe; Test d AndwWai Probction VOID-XV4 Test Fittings SAnchw-W Ptotectiat 20. Shower Parr. Test, First FborTub Access 21. Test Tub S Show% Second Flow -Tub Access Gas Pkw. S'txe & Anchors Date 41 j Dab Card B-1 Date • -C7 Card B-1 Dab Card B-1 ELECTRICAL Penni} OIC wacW ft 23. Fomae & Transformer Cteararice4 s Protee*m ^-2h Fi-- Reno�ntades Soacsta k3hts b Svithi s at Doors Boxes 3 No. atConduc lCmStapW t3kd Clone b Edge of Studs b CA (Single & Duplex) . Eqtip, Ground made up wAAedr FaslI ws ead Gas d Water CirtvRs in 1Qdten 3 Conductor S'me GF1 S,yWeed Wire Sae / Iga. Cu or"C. Wire Size 1 / ga Cu or A Range Circ / ! ga Cu air A{-0ven Circ I/f7/ ga*Al In ted Neutral 13 Yes a No Service -Riser Conductors b Ground -Main Diseatect 32 fAuip. Clearances Pariel"oAxs-Meth. Epuip. Clothes Closet UghtSha w Light -Spa Light je'S.ke Detector Date'l_-Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ,,, ECHANICAL (Permit) OK except Air's A.C. Cucts Insulation b Support ent Fan. Exhaust abcce insuladcn ordensam Drain 3 Overflow, Size d Grade p!Fumarce-Vent Access -Comb. Air -Return Air Vent 115 outlet ec Access S Platform if Furnace in Attic Date N-91 Card B-1 " Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except Al s S4& Prcper Materials S Anchors _gnLkStuds-Nailing Spacing d Braces -Plates -Sound 4 . Bearing Walls over Girders d Floor Nailing raft Stop in Walls (rat pr000 reitops, Furred C614VsStairs-Chase s -Tubs eaders S Seams -Size b Bearing Date FRAMING (Continued) T4r Hangers -Post Caps-Anchors•Comectors a . Cting. Jois(-Rft Ties-Purtimmlf Brac.-TrussShtlnp.-Rfip. 4piwKeplace Ties or Type A Flue -Fireplace Throat dearance 49. Attic Access: Sine b Romex Protectbn•OraR Stop-IruL Baffles don. Windows or Exiting Doors -Sig Hgt 3 Dimensions .oeotarage Fire Protection Raming r- 12��LL Firewall 6 Openings Doors -One Y -Check Garage 3rd Story. 2 Exits Stairs; Width-ieadroom-Rise-Run-LArATir>o-Fn Protection J%e09Fywvod on Roof Cnerhang-Attic Vents -Rafter Outriggers 56.' Sidinti-Nailing Veneer Ncco Mesh -Drip Screed -Fd. Vents-Underfk Access g Area -Glass P tlo kylights-Plastic Shear Walls 60. Bra erior / Exterior Wall Panels 61. tnsuiation' s-Ceings v Date . Q Card Datard Date rd B-1 Date Card Data FINAL (Ptans) OK except Al's s-Ooor m Sidd It Protection-Land'irugs Detector Furnace; V -Clearance-Comb. AkCorwcW- I ce: Abwe Floor-Duc"ech. Protection 67. GfJ Bath DLWLms d Tub T' reaker Sizes 3 Labels ve or S , tea 71 nets at Pane!, I Ext L F Applra curd. -Air Ga ng Clearance dlMle"utlets ticale t Kit Counter era a Fire Door, Swi b uct in Gapdg-0amper Wtr. H ; `(girt learance-Comb. Air Connector-P.R.V. In Gar a Floor Meth. Protection b. . d Mech. Equip. Listed for LWA68n lec. 5neeptacles in Garage GFC• dwx Protection wlation-Foam-Looked in rails b D9210construci o• ps Fdn. VBsPKI Crawl Drainage b ed=Earth Clearance Looked under Floor s / 82. Following Ins rive BBQ NoWalks (]Yes go%Mlanters Q Yes Biro qt7W83. S -Finish r t B4.,0`C. Unit Disconnect, Electrical -Plumbing 85. ywi5 Above Roof, Plbg-Appliance-F ce-Clearance is Openings ater Well, Disconnect. Electrical, Plumbing !,7. Ext lec. Trim, G eptacle-Underground Ventilation Throucht House ecions from Previous Inspections Gas t -Meters Tagged, Gas -EI 9 ater & Sewer Connected to Grade -HD Approval 9a -energy Compliance Cer6ficate-Other Certificates Datelel 14, 44 Card B -I Date Card B-1 Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 Comments at Final: .r •jfi COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PE IT . (Rev.12/96) APPLICATION -AND PERMIT AS1ES64 t u U 002 4 ZONING BUILDING PERMIT OWNEp PETE AND SHELLY EBERHART TELEPHONE 891-8080 SQ. FT. OCC. BUILDING VALUATION 2715 R f 3,17o.00 OWN 140 52 TEMPLE CIRCLE, MAGALIA CONTRACTOR'S NAME JEFF HORTON TELEPHONE 873-3678 CONTRACTORS MAILING ADDRESS 14862 COUTOLENC ROAD, MAGALIA 2,814.00 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuatlon $ ARCHITECT OR ENGINEER NORTHSTAR ENG LICENSE NO. Filing Fee , 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 20 DECLARATION DR, CHICO Plan Checking Fee $ ' BUILD13589ESLONNIE LANE, OROVILLE Energy Plan Checking Fee $ 581.0 0(1 $ , PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee' 0 USEOFSTRUCTURE SF Cf Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK Newts Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOM Gas piping system t - 5 outlets 15.00 15.00 JBuilding sewer 15.00 5-00 Mobile Home I S G W @20.00 PERMIT FEE $ 178-00 ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR Main Service A OR LLEESS 23.00 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. ` / License Class Lic. No. ��} �� 9 (� 6 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 astheir 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 OCCUP. OR ADDNS. ( & ACC. BLDS. SO 3.50FT. 128-1( Npt}p — MULTI -OUTLET @7,50 PO APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 2 @ 1. 00 aAL @ .so50 Ex. Occup. O�E�°rs gES,p.OEl 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1�3 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. s� X / Date Z 1 Signature,//f 401cant - ❑ Owner !$-.Contractor ❑ Agent An OSHA ermit Is required for excavati s over 5'0" deep an d molition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 1 9 -nn Cooling 9-00 Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 466 nn o co T Tv 1TOT4L FE $ D. FEES I80f I POCEL1,10"Iss This permit is hereby issued under the applicable of the utte Coun Code and/or Resolutions Indic b for ;ich fees have been By / — ERMIT EXPIRES ON � Dee provisions to do work paid. to � 2a�m Receipt No. Lie I-,- ZS%%L WHITE-D.D.S.-B.D. CANARY-ASSE R PINK-INSPEC O O RO -A PLICANT t // 75 a COUNTY OF BUTTE - DEPARTMENT OF DtVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-75 PERMIT NC (Rev. 12/96) APPLICATION AND PERMIT V?_ d d7,' ASSESSOR PARCEL NUMBER G -0 L 7TE BUILDINGPERMIT OWNER E Q Q Q V SO. FT. OCC. BUILDING VALUATION � / OWNERS MAILING ADDRESS � � � � /y CONTRACTOR'S NAME r TELEPHONE >; 3- � � o CONTRACTORS MAILING �RE- (�� V YY CONSTRUCTION LENDER Fire lace 4L LENDER'S MAILING ADDRESS 1 A .�-� NL/lCOYDN Total Valuation is ARCHITECT OR ENGINEER _ LICENSE NO. Filing Fee $ 20.00 Permit Fee 5 $,20 + ARCHITECT OR ENGINEERS MAUNG ADDRESS//nn -- �z Or Ux:,, t Plan Checking Fee -1g$ BUILDING ADDRESS - Energy Plan Checking Fee $ L o., -17 i'e L cz,.y � 02':,, JI / Z 359/ $ PERMIT FEE _ LorN SUBONIsgNSNAME PARCE7 L�1AP I PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF a Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 2j' Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 IF TYPE OF WORK New GZ Addition ❑ Remodel Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 / Building sewer 15.00 If Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOOV LESS Main Service zooA OR oR LEss 23.00 2 Z7 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect./ License Class (� Lic. NO. (� SS 0 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. ❑ 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 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that 4 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwithomply wito those provisions. 7 / Z_ /9 9 6 -- X h /JeAN Date / G Sign u f Applicant - ❑ Owner G®. Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 storie in height. I I Main Service T° 46.00so WEL200A CCU000A NEW CONST.//� OWEWNG OCCUP. 3.SQFT. IZ < OR ADONS. Ff� a ACC. BLDs. Np R°E5,D' MuLTFOU, @7,50 PO APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET oRFonuREs 20'-00 84L SO Ex. Occup. otmFEDrs Ro .°E 5.00 Temporary Service 23.00 7i3 I Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t 1 �� MECHANICAL PERMIT Fling Fee 20.00 Heating /S Cooling Hood 6.50 Ventilation 10-0 —0 PERMIT FEt: $ 48r P;;NW- Mobile Home Installation Fee $ Energy Inspection Fee 6 . 6 $ L/12 CONST) V TOTAL F $ � D. FEES IMP FLr IVi °F E 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 aid. p By Date PERMIT EXPIRES ON Date Receipt No. 5 7a y` UjLc WHITE-D.D.S.-B.D. CANARY -ASSES PINK -INSPECTOR GOLDENROD -APPLICANT )v l ��`bM°'�;i "i(' .. �yt`{:v� ` •'h4'1+�� ^' it +,� i= , �.�. „� � 9;��' 'j''�M!iws�^�i•, W"F'�+ 11. Si � 7r•,. r COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: W Hat D.✓ ASSESSOR PARCEL NUMBER: l u I — 0 Z_ ProposedBuildin Use: Building Inspector: Date: 4t., �,_ At tim of p ' it application, I was advised the following data must be au miffed prior to permit processing and/or issuance: Date Received By ❑ items have been submitted -------------------------------------------------------------------------------------- P plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and. layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation.------------------------------------------------- 117. --------=❑7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form.-------------------------------------------------------------------------------=---------- Manufactured Home data and installation instructions including Tie Down Specifications .------------------ . Fees of $ �--------- -- � ��-�--Qom'--� ------------------------------------------------------ Impact fees as shown on the attached schedule .--------------------------------------------- -^-------�------------ California D artment of Fore lan a roval/fees. --'=�- --- -- �f - /� _ ----------- eP �Y P PP v� ���- 13 . Flood elevation certificate.----------------------------------------------------------- ---------------------------- `N ❑X Sanitation and plot plan approval di/ ✓Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 6. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- Claiming approval for (A) Use: (B) Parking: -------------------------- Contact Land Development about Improvements, ❑ Drainage, Legal Parcel. ----------------------- Encroachment Permit for driveway (construction approval prior to occupancy). -f----------- ❑20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -. 2 . Letter of signature authorization. -------------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. ------------ ❑26. Letter of intent on building use. ---------------------- ----------------------- E127. Manufactured Home utility clearance. ----- 1128. Existing violations and/or expired permits. ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. d 't6—>s /11 Telephone % and hold for pickup at office. ❑ Deliver with inspector. Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Eollu '9 Date: By: Copy of plans sent ❑Health Department, ❑Fire Departure , ❑ Date: By: 1. Index permit application for the above items number p ❑Plan Clec`st 2. Additional items r — — - Contractor, designer, owner, was o e above requued data by ❑ p one, ail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building D' ision counter, by Date' Plans reviewed by:Date: Plans approved by: 5 Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY Plot Plan Attached kal Floor Plan Attached r A Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance .herhar-' tnf 2-4 L-nnr.i'e. Lin 041 - 64o - OUZ Owner Location AP# Plan Approved for: Sewage Disposal _�C Clearance for Ab dwelling. Other Hold final for: S�n-� Fries Final clearance O.K. for: NOTE: Water Supply: Public ),r Private Well /-2-6-99 Environmental Health Specialist Date 8/96 �"'t��.^�✓"Tv'1z�ir*�W1�1•'��'6�'�xf�i�`�{r..''.-.'Y'p'..'r"":`'��i+Rfi�I�RCpaS�'SIM++k,'4j;;�,cif'"'i�a,�.`t16�'�7':��f�+f«�!7 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE L/ OWNER A.P. # // r 6�✓ Z-- PROPOSED BUILDING USE �� a'1 5�� DATE / `L . S% REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... $ -- A ditional Fees Due ........... $ . - ' evised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Ito Units , Commercial (sq.ft.)... x, $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (p ''d at District Office) 6 THERMALITO DRAINAGE DISTRICT FEES 425.00 (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 $2500.00 (paid at Building Division) 10. OTHER gi"Ly� //. 2S��1H 1 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Z Original -Owner Copy -Building Div. (Rev. 12/96) V 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 0 County of Butte Building Department 7 County Center Drive Oroville, CA 95965 Attn: Michael C. Vieira Subject: Structural Plan Check Project: Peter & Shelly Eberhart 3589 Lonnie Lane, Oroville, CA (530) 872-0254 FAX (530) 872=9331 March 16, 1999 Permit No. 99-0078 r The submitted Construction Plans and Structural Calculations were reviewed � a an the required additional information and revisions noted in red on Plans an in Calculations. `o j,,p� Chat Resubmittal of marked -up Plang and Calculations is required. Please return all marked -up (R-3) sets of Plans and Calculations with resubmittal. Enclosed: 1 set of Construction Plans 1 set of Structural Calc's dated 12/22/98 1 set of Structural Calc's dated 2/16/99 1 set of Structural Details 1 set of Truss Calc's ' 6' 'ciiaco Micrnll.+ Sincerely, Frank L. Tyukos �' I DATE: �rthStar DA31� � JOB NO:log73 ENGINEERING PAGE I OF I Civil Engineers Planners• Surveyors 70, 20 DECLARATION DRIVE CHICO, -CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 sI b._ N- GN-oK, gCL, 1 P_ RP L N H -o L, -p o S N �x PT. sTr'I�lAL 3�_ Q. ►� l�VA C Pr P P aH A T S yv�OEESSLOv4C RIC • Ch 1w �G 053590 E 1 FOOTING AT HOLDOWN'CIVIL tiQ' qrF OF CALIFo$ • Nor�thStar BY: S� 20 DECLARATION DRIVE DATE: ENGINEERING CHICO, CALIFORNIA 95926 JOB No: 916-893-1600 PAGE OF Civil Engineers • Planners • Surveyors -01v RIC, s '1 1 /�tJGI-bR .BELT::. po1z. !t �� PrFZarJ:.. d'l CIVIL - A OF cp-LIFE' z .T. SILL. C -O N P- 5,�: - Foo T I N PER... PLAN .o o u 11�17Ti`� Lt- SSZ'$: (..11 ARRC 0o a o ToP of B4l:T (ice: PoI N n N -'IN TIDE- DIRE -1 r �czU1R D-81i:51MP c) d \j IF. .PO;,T'r Iii AGTWALL%( DoUR,LE STLID� 15-D6lE-:- tJAIL,I N61 15 R�QUIFZ�p.. FP -O" PLLl(k 1COD- It J -To' F,P.r—H --2TL ID FUII- H�I�► ANcHoR ' •.. P0t,T f-;,cHr--DuLr-- HD ANCHOR 50 Le:.- CAP?Ac IT Y MIN• STEM ' THIGKN�55 HDZA HDA 'SllvT52.q. sI' Zo'' 4.05 HE76A Gi`�TP> 3.q' SII Z S'�: S. 10 � oil H1)3A . 1�.,4 S " Z S" 7.c I r- SII Hb Io^ 55Ti�,34 T YPI6 qL HoLDOW N No scP.�� i 0 'V. t M BY: NorthStar �`�Qw���� �`• RICFI� ��� J I 1 ' 05g,a 20 ION DRIVE DATE: ENGINEERING c c , A �ORNIA95926 JOB No: _ .. y 9 0-1600 PAGE OF CNS Engineers • Planners • Surveyors WI/IatNGHoR:'_ g,0L.T PSR SNLARI„lAL4::5GN�DU1 _.. .. POST PL -At Hol. POW N:. PPS. PLA • . � B oT To PP IZI M.- �- OI ST :.... IIail�Lo�KIN CE t 77 mg�Lof IrJ�TA L t✓ ...ssr$ I.1 I AR . V —. : =TSP__=:o. !='...aoLT -� �.):. poINT► ... � � pL-YWC>. IN"fo.. -ACH - STL4FuLL .HF I6q ANCHOR BOLT. c�Gl-}�Du( Hp ANGHoR o . �-i� . Le * ' AG IT Y P'IIN.:STE�I . .7HIcKNE�s� HDZA Hp2:-A Hb 6A SST�.3 SIi ZS u. . S.. 10. K S n. Hp 8A �ST�4 S.I� . Zg, 711 K 8 I. HD 10A 55T634 ' 24" :. ?:�" 8.8� K. TYPICAL, HOEDOWN' BY: J DATE: JOB NO: PAGE OF I NorthStar MzSmMmxmmmmmnmm� ENGINEERING Clyll Engineers a Planners 9 Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 05, I a C RE��AP-QALL: H P, p U L 5 - AIL,' ILL 17L, P1 ..F- W_.' A4 j 4y M. RIC DATE: 2 C TION DRNE JOB NO: ENGINEERING 00�5��90 CH 0, �� FORNIA 95926 .8 �� PAGE OF CM Engineers • Planners • Surveyors -- — OPYIoNA - P�Yw� .:.Joi CLIP. f��R IF :-JOINT QGGG(�S : H�R�) ANGEL . c I-1 P PSR:. sH �A WAL-.. -Jo I NT LNT R�IoR_" FINI.sH. :... - h�YWD. rsN : PSR_. SHS/-(I:�IALL SGH�D _Jo INT:: Ho�po�N' Cj%jo xek:::.ALC-,) OR STRAP HowoWhl � Po ST P,ER P cop, RPI-AN ING: SLID (3LOGK Q HoLPO! �- .ZTRAP .HO LcoWN* PosT To MATH ASovP, sTR-AP PosT PSR PLA N STUD `=PeR P�p:N BY: J M DATE: JOB NO: PAGE OF NowthStar ENGINEERING Cld Engineers • Planners • Surveyorl 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 BY: i M p, NorthStar DATE: ENGINEERING JOB NO: 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 T'R;.li!��NSF �fZ (1 BY: imp NorthStAr 20 DECLARATION DRNE DATE: ENGINEERING CHICO, CALIFORNIA 95926 JOB N0: , 916.893-1600 PAGE OF : Civ Engineers •Planners Surveyors' . ��YWD PE -R.. PLA N TRUE PSR FLAN No SGAI,� ' ANSF�R n JAN -05-1999 09:31 FRM BY: ...J �-j 12— DATE: —DATE: I Z I JOB NO: Coo%'-; PAGE , 4 OF TO NwthSUr ENGINEERING Civil Enpineers•Planners* Surveyors BRACED WALL SCHEDULE 8739488 P.01 20 DECLARATION DRIVE CHICO.'CALIFORNIA 9973 916.893-1600 FAX 816.893.2113 TYPE ' DESC MION A\ .1/2"t rTMM WALLBOARD on studs spaced @ 24" o.c. maximum. Drywe I screws @ 7" o.c. to all studs, top and bottom plates, and 2x bloc ii g. All vertical edges shall break on a stud. Blocking is requ' + d for all horizontal edges. Capacity = 100 #/Ft. 0 "THE I MO-nT1 Structural grade sheathing with 16 gage galvanized stapl ? crown x 1 1'4" leg. Crown shall be in line with framing ahem r @ 3" o.c. edge, 6" o.c. field with blocking required'@ all edges. Capaq i ty = 200 */Ft. C� 3/8" 'DX PLYWOOD on studs spaced @ 24" o.c. maximum with 8d @ 6' ; c. edge, 12" o.c. field. All vertical edges shall break on a stud. Bloc g is required for all horizontal edges. Capacity = 260 #/Ft. JILT TE BRACED PANEL: 3/8" CDR PLYWOOD on studs spac @ 24" o.c. maximum with 8d @ 6" o.c. edge, 12" d.c. field. All . verti edges shall break on a stud. Blocking is required for all ho ' tail edges. install 1/2" diameter anchor bolts with 7" min. embe ' ent @ panel quarter points (2 bolts per panel). Install hold s as shown on plans. ® 7/6» . TUCCO on studs spaced @ 24" o.c. maximum. Nail or staple to all sti s, top and bottom plates with No. 11 gage, 1%11 long, 7/16" head No. 16 gage staple, 7/8" legs @.6" o.c. max. to all studs,. and top ami bottom plates. Unblocked. Capacity = 180 #/Ft. NOTES: 1. nA Hk ©� and ® Nail sill plate to wood floor (where occurs) with 4- 16d per 15'. Anchor sillplate to foundation with 1/2" diameter anchor bolts embe 7" min. @ 6-0" o.c. max. spacing. Use a minimum of two bolts per pi a with 1 bolt located within 12" of each end. 2. INTERIOR ALLS:A$ and Anchor bolts may be replaced with HEti X NI 72. Use: 2 pins @ 6", and 2 pins C 10" from each end with 2 pins @ 1 o.c. in between. Interior footings shall be a minimum of 12" wide and 1, thick (including slab thickness) unless otherwise noted on the pis • - 5? � - 7489, JAN -05-1999 e9:32 FROM BY: Jmp DATE: 121 J08 NO: 6p 4� PAGE I'L OF i SHE I SHEAR WALL ALi..vwrrvr� -260 OT PLYWOOD PLYWOOD 1,20 3/8" x EDGE NAILING ad 0 E FIELD NAILING 8d t' SILL NAILINGof 15d CLIP, BLOCKS ? 55c TO PLATE APPLIED OVER ANCHOR BOLT{ 5/8" SPACING ` 64" I. OVER DOUGLAS 2. ALL PANEL EDGE 3. PANEL JOINT5 S OR FRAMING SH) 4. APPLIED OVER 5. STAGGER ALL 5 6. PREDRILL SILL I 1. 51MPSON MANUF 1 BALANCE OF WA 8. 06B WITH ALLOU PLYWOOD MAY i ad ('a 3111 :BE RATED FOR E �r ENGINEERING Clvl1Enginoero•Mm on4civoyors t0 873948E P.02 20 DECLARATION DRIVE CHICO. CALIFORNIA 95973 530893-1680 FAX 530889.2113 1� WALL p ® A ZL 380 49.0 550 640 760 980 1080 R FRAMING, HEM' -FIR PLATES AND 5ILL5 ARE OKAY i BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. �L BE OFF5ET TO FALL ON DIFFERENT FRAMING MEMBERS L BE AS SHOWN IN NOTE #4 INCH KOMINAL OR WIDER,FRAMING WITH-NAIL5 STAGGERED L NAILS Ill1L5 LE55 THAN 3" D.C. ::TURED CLIPS OR APPROVED EQUAL AT 24" O.G. FOR ENTIRE L LINE BLE STPE55 ANG THICKNE55 EQUIVALENT TO 5PECIFIED 5UB5TITUTED FOR 3/8" CDX WHERE OCCUR5. 05B SHALL JERIOR U5E. P.02 3/8" 3/8" 19112UCT 3/8" 3/8" 3/8"CDX 51DE53 3/8"CDX 2 510E53 STRUCT I 2 511DE53 CCX CDX 1 COX 2 adA4" ad ('a 3111 ada3" d02"4 Sd04" 8dtg3" Sd.03" adF`12" 03d012" Bdaa12" ad612" 8dP12" adte12" ad(a12" !6d 0 3" jbd (a 3" 16d 0 3" 16d (@ 2" N.A. N.A.N.A. L550 L590 I6" L590 a I6" L590 0 12" I L590 0 12" L59O (a 8" A35 9 411 (a 14" Ca 0 5/8:0 m 5/8110 5/8,10 42" 32" 32" 24" 16'• IG" R FRAMING, HEM' -FIR PLATES AND 5ILL5 ARE OKAY i BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. �L BE OFF5ET TO FALL ON DIFFERENT FRAMING MEMBERS L BE AS SHOWN IN NOTE #4 INCH KOMINAL OR WIDER,FRAMING WITH-NAIL5 STAGGERED L NAILS Ill1L5 LE55 THAN 3" D.C. ::TURED CLIPS OR APPROVED EQUAL AT 24" O.G. FOR ENTIRE L LINE BLE STPE55 ANG THICKNE55 EQUIVALENT TO 5PECIFIED 5UB5TITUTED FOR 3/8" CDX WHERE OCCUR5. 05B SHALL JERIOR U5E. P.02 Jf;N-08-1%,9 09:11 FROM BY: DATE: Boa NO: PAGE OF IMLL ENGINEERING clys Enoom 0 plamom s suwmrl A r, V To 8739488 P.01 -------------- ,1,0077M1� 9ER,091-4M 7Z7,- hWI-01V STEEL Rr2v /Tw ,fl=r --^V,4L I- 4e IW4WO,l c5;&64v e W& -r ICRIOR 20 DECLARATION. DRIVE CHICO, CAUFORNIA 95926 91541016M s 7 IT /&'SFA L.L. POP. Mf'0. il-61- 70 Z/ -7 1117r, 4IM0,1531 'WlrO, 111,4.77k—l" il r " FLU [�MQHM 1� F� 159 � NN A 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 (530) 872-0254 FAX (530) 872=9331 County of Butte March 16, 1999 Building Department 7 County Center Drive Oroville, CA 95965 Attn: Michael C. Vieira Subject: St.ructural Plan Check Project: Peter & Shelly Eberhart Permit No. 99-00.78 3589 Lonnie Lane, Oroville, CA The submitted Construction Plans and Structural Calculations were reviewed and the required additional information and revisions noted in red on Plans and in Calculations. Resubmittal of marked -up Plans and Calculations is required. Please return all"marked-up (R-3) sets of Plans and Calculations with resubmittal. Enclosed: 1 set of Construction Plans 1 set of Structural Calc's dated 12/22/98 1 set of Structural Calc's dated 2/16/99 1 set of Structural Details 1 set of Truss Calc's 1 sheet of lateral Design Guidelines Miscellaneous Statement Sincerely, �z7�v— zr�� Frank L. Tyukos Date: January 29, 1999 Permit Applicant: Permit Number: Assessor Parcel #: Pete and Shelly Eberhart 14052 Temple Circle Magalia, CA 95954 99-0078 041-640-002 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 . With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton cc: Jeff Horton 14812 Coutolenc Road Magalia, CA 95954 triteCount o, LAND OF y NATURAL WEALTH AND BEAUTY Pete and Shelly Eberhart 14052 Temple Circle Magalia, CA 95954 99-0078 041-640-002 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 . With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton cc: Jeff Horton 14812 Coutolenc Road Magalia, CA 95954 Date: January 29, 1999 Permit Applicant: Pete and Shelly Eberhart 14052 Temple Circle Magalia, CA 95954 Permit Number: 99-0078 Assessor Parcel #: 041-640-002 The above referenced building plans were received by this office- Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Your plans are insufficient. A. Provide complete cross-sections in both directions which depict the complete framing, roof covering, etc, for this building. B. Provide a complete roof framing plan. Show all header sizes, garage doors included. C. I have 2 different truss layouts, which one works? D. Provide complete deck and balcony framing plans. E. Show the location of your HVAC unit. F. Provide a 2nd set of energy calculations. G. Have Jeff stamp and sign his detailsand key them t=plans. H. Have Jeff stamp and sign the plans. I.. Have your engineered footing design shown on the plans. What about interior pier footings. J. Generally clean up plans and make them legible. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Linda Sexton Date: February 4, 1999 Permit Applicant: Pete & Shelly Eberhart 14052 Temple Circle Magalia, CA 95954 Permit Number 98-0078 Assessor Parcel #: 041-640-002 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide a complete roof framing plan other than truss layout, which shows all spans, all field framing members, where all members bear, posts under all beams. Jeff calculated some beams key them to the plans. Provide truss engineering for jack trusses shown on layout. Truss T 2 & T 3 show a span of 32.2. I believe the span is 30- 2. Please clarify. The posts supporting roof beams must be continuous to foundation. Show that on plans. Provide calculation for 4 X 12 beam which supports the roof. 2. Show the firewall between garage and house, vertical and horizontal. 3. Show all of the engineer's calculated footings on the foundation plan. Show foundation under all bearing walls. 4. Provide foundation detail which shows the dimension of all foundations width, depth, etc. 5. Provide complete framing for 2nd story deck. Show all deck framing down stairs also. 6. Show your wood stove on the plans. I cannot plan check plans which do not clearly depict all load paths from the roof to the foundation. These plans do not achieve this. Your plans are not to scale which also makes it difficult to plan check. Per your parcel map, your decks and eaves must be enclosed underneath. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Date: February 24, 1999 -1Wll _ P- L A N D "_ LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Permit Applicant: Pete & Shelly Eberhart 14052 Temple Circle Magalia, CA 95954 Permit Number: 98-0078 Assessor Parcel #: 041-640-002 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations ( ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton cc: Jeff Horton 14862 Coutolenc Road Magalia, CA 95954 Date: February 24, 1999 Permit Applicant: Pete & Shelly Eberhart 14052 Temple Circle Magalia, CA 95954 Permit Number: 98-0078 Assessor Parcel #: 041-640-002 The above referenced building plans were received by ' this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Please show the location of your wood stove. 2. Have Jeff Richelieu provide a stamped and signed detail (2 copies) of how you are using hold downs in the lava cap and how you are putting the still in the braced wall lines where you are using alternate braced wall panels. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Linda Sexton TO: Mike Vieira JOB NO. 6473 DATE ATTN. PROJECT: Jeff Horton Residence located at Lime Saddle Estates TRANSMITTING THE FOLLOWING: FOR: Herewith x Approval Personal Delivery 2 sets 24 x 36 pans Information Separate Cover 2 sets truss calculations Checking sets structural calculations Your use STATUS: 1 2ST Z x3 6, 81;17 LINES Files PRELIMINARY Processing IN PROGRESS Review -comment FINAL As requested MESSAGE: Contact Jeff Richelieu at 893-1600 if you have any questions. C.0 TO SIGNED FROM.: Horton CoStruction FAX NO. : 873 9488 Jan. 15 1999 11:30AM P2 125 JA N 1 5 1999 Chico, CA APr�0'.'E-D Butte County Environmental Health ----�--26 =99 _- J Date Signature Ile MG1 to.,�, oraRQ ao;Lt&, C FRC -N Horton Costruction t it -FAX N0. 973 948e %P .Jan. 15 1999 11:31AM P4 'fal Health JAN 1 5 1999 Chid, CA fl■ .O"' Cu County ental Health )ate 1,.7e -- nature I � it �• , � 1� b00 'd 2808 668 U3131 OW b3SVI tS' I; I (0 HI) 66 ,b1- 'VfP U to .O"' Cu County ental Health )ate 1,.7e -- nature I � it �• , � 1� b00 'd 2808 668 U3131 OW b3SVI tS' I; I (0 HI) 66 ,b1- 'VfP Building Permit No.: q - — cc--? 6 BUILDING P$RMIT SITE PLAN CHECKLIST APN: (314 l - 61� O - 00 2 Proposed Use: SFD MH ElRes. Accessory ElAg. Bldg. ❑ Commercial ❑ Industrial ❑ Other: Zone District: i— U T The ProposQd Use Is: General Plan:— A—R Permitted: lan:A-- Permitted: Not Permitted: Requires a Use Permit: Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created By Map? No: Yes: >< Book/Page I Ss Map Conditions? No: Yes: x , See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front 4*� Side Side, street Rear Height Parcel in Land Conservation Agreement? No: -�'< Yes: , Check Use Parcel in North Chico Specific Plan? No: ->< Yes: , Check NCSP Zoning Parcel in Floodplain? No: X Yes: , Zone: Panel No.: 060(D )--?— OS�� Parcel in Enterprise Zone? No: X Yes: , Check Use Commercial/Industrial Uses Parking Requirements: OK as shown Landscaping Requirements: OK as shown Comments: Other: 3 SG'rac—cE:5, REQy 12 6 C�'c Other Reviewed By: Date: 1-2..J, — g a1 1 CHECK SPECIAL CONDITIONS WHICH APPLY TO PARCEL: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. —I. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, 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 by planting replacement trees of equal number and not less than _ gallon size. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed. The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing shall be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at least 16" above the ground and the upper strand shall be no higher than 48" above the ground. _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. 5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained: a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _/11. Provide information showing that proposed construction will mitigate exterior -sound levels to a 45 dB interior level. Z12. All Vao� �uriac-G� s�gll n -c C,[,,S5, f`rj, o✓ i °�13. YL iLl"'14. 'GyL)t i ATtyN MvYT 6L ('.o,,jSTavc-�-- l 1 A. a6W'J&.rcx w S-ee_ vu) �c $ , , !2, KABLDGCH4.FRM 2 I Mar -01-01 04:02A P.01 PLAN -REVISION Please complete the following information in order to process your submittal. If this form is not complete, cor and legible, it may cause a delay in processing. Owner's Name: Received By: Date: "Y- A.P. #: ContactPhoaeNumber: Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering ❑ Plan Revision Permit #: ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: ❑ Requested By Plan's Examiner Examiner's Name: Time: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pl.- review. If engineering is involved in this revision, the engineer must put his requirements on these drawings a-- stamp :stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly she When Approved, Process as Follows: O Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call and hold for pickup at the ❑ Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: ❑ S46.00 Receipt #: ❑ Additional Fees Not Requir� Additional fees may be due based upon complexity and time involved to process this submitr. Additional Fees: Receipt #: TABLE OF CONTENTS TOC ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... JEFF HORTON Date........ 12/08/98 Project Address........ LIME SADDLE ESTATES*******---------------- --- MAGALIA, CA. *v4.51* -l. G%- a op Documentation Author... JIM PETERSON ******* Building Permit # Northstar Engineering !1 . 20 Declaration Drive Plan Check /'Date Chico, CA 95973 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995.Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.51 File-6473 Wth-CTZ11S92 Program-TOC User#-MP2089 User-Northstar Engineering Run-JEFF HORTON ---------------------'---------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 6 HVAC SIZING ............... 9 E TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 6 HVAC SIZING ............... 9 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... JEFF HORTON Date........ 12/08/98 Project Address........ LIME SADDLE ESTATES ******* --------------------- MAGALIA, CA. *v4.51* Documentation Author... JIM PETERSON ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.51 File -6473 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -JEFF HORTON ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2715 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 13.6 % of floor area Average Glazing U -value.... 0.54 Btu/hr-sf-F Component Frame Type ------------ Type ------- Wall Wood Roof Wood Floor Wood BUILDING SHELL INSULATION ------------------------- Cavity Sheathing Insul Assembly R -value R -value R -value U -value Location/Comments ------------------------------------------------------ R-17.8 R-0 R-17.8 0.065 R-11 R-27 R-38 0.025 R-19 R-0 R-19 0.037 FENESTRATION # of Interior Over - Area U- Pan - Orientation Framing (sf) Value es ------------------- Window Back (NE) ----- 10.0 ----- 0.500 ---- 2 Window Front (S) 22.5 0.500 2 Window Left (NW) 10.0 0.500 2 Window Front (S) 6.0 0.720 2 Door Front (S) 20.0 0.750 2 Window Front (S) 6.0 0.720 2 Window Back (NE) 10.0 0.500 2 Window Front (S) 20.0 0.500 2 Window Left (NW) 10.0 0.500 2 Window Front (S) 20.0 0.500 2 Window Left (W) 30.0 0.500 2 Window Left (W) 30.0 0.500 2 Window Left (W) 30.0 0.500 2 Interior Over - Shading/ Exterior hang/ Framing Description --------------- Shading ----------- Fins ---- Type --------- None None None Vinyl None None None Vinyl None None None Vinyl None None None Metal None None None Wood None None None Metal None None None Vinyl None None None Vinyl None None None Vinyl None None None Vinyl None None None Vinyl None None None Vinyl None None None Vinyl Window Window Window Window Back (N)2 . .500 2 None None Back (N) .0 .720 2 None None Back (N) 0.500 2 None None .Back (N) 0.500 2 None None W 0 ut% s z3 P2-- 'C"(A-a QL)5O r -7c> None Vinyl None Metal None Vinyl None Vinyl CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... JEFF HORTON Date...... 12/08/98 ------------------------------------------------------------- MICROPAS4 v4.51 File -6473 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -JEFF HORTON ------------------------------------------------------------------------------- FENESTRATION HVAC SYSTEMS Minimum Duct Duct Thermostat # of Interior Efficiency ------------ Over - R -value ------- Type ------------ Furnace Area U- Pan- Shading/ Exterior hang/ Framing Orientation R-4.2 (sf) Value es Description Shading Fins Type ------------------- Window Back (N) ----- 15.0 ----- 0.500 ---- 2 --------------- None ----------- None ---- None --------- Vinyl Door Back (N) 20.0 0.750 2 None None None Wood Window Back (N) 17.5 0.500 2 None None None Vinyl Window Back (N) 12.0 0.500 2 None None None Vinyl Window Right (E) 20.0 0.500 2 None None None Vinyl HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type --------------- Efficiency ------------ Location ------------- R -value ------- Type ------------ Furnace 0.780 AFUE Attic R-4.2 Setback AirCond 10.00 SEER Attic R-4.2 Setback 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 ------ EF 50 ---------- R-0 SPECIAL ------------------------ FEATURES/REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R =------------------------------------------------------------------------------ ------------------------------------------------------------------------------- Project Title.......... JEFF HORTON Date........ 12/08/98 --------------------------------------------------------------------=---------- ------------------------------------------------------------------------------- MICROPAS4 v4.51 File -6473 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -JEFF HORTON ------------------------------------------------------------------------------- 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/ Remarks section. I DESIGNER or OWNER Name.... JEFF HORTON Company. GENERAL CONTRACTOR Address. 14862 COUTOLINC RD. MAGALIA, CALIFORNIA Phone... (530) 873-3678 License. 655960 Signed.. 4W t J//V?v (da e) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... JIM PETERSON Company. Northstar Engineering Address. 20 Declaration Drive Chico, CA 95973 Phone... Signed.. Po - 2-- -- `18 tdate) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R --------------------------------------------=---------------------------------- ------------------------------------------------------------------------------- Project Title.......... JEFF HORTON Date........ 12/08/98 Project Address........ Documentation Author... Climate Zone........... Compliance Method...... LIME SADDLE ESTATES ******* MAGALIA, CA. *v4.51* JIM PETERSON ******* Northstar Engineering 20 Declaration Drive Chico, CA 95973 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File -6473 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -JEFF HORTON 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 binding 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- er ment *150(a): Minimum R-19 ceiling insulation. 94% 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30-o, water vapor transmission rate no greater than 2.0 perm/inch. N�i} 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. N /A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC 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 b. Outside air intake with damper and control C. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R ------------------------------------------------------------------------------- Project Title.......... JEFF HORTON Date........ 12/08/98 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.51 File -6473 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -JEFF HORTON ----------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. +� 150(i): Setback thermostat on all applicable heating systems. ✓ 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater) . 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 601 and 603; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. ✓ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. '✓ COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... JEFF MORTON Date 12/08/98 Project Address........ LIME SADDLE ESTATES ******* --------------------- MAGALIA, CA. *v4.51* Documentation Author... JIM PETERSON ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS4 v4.51 File -6473 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -JEFF HORTON ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design _------------------------------------------- Margin = = Space Heating.......... 13.19 10.88 ---------- - 2.31. _ = Space Cooling.......... 10.49 10.27 0.22 = = Water Heating.......... 9.62 8.96 0.66 = = Total 33.30 30.11 3.19 = _ *** Building complies with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2715 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 -Number of Building Stories. 2 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... Raised Floor 1 23187 cf 1467 sf 1467 sf 0 sf 13.6 % of floor area 0.54 Btu/hr-sf -F 8.5 ft COMPUTER METHOD SUMMARY Page 7 C -2R ---------------=--------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... JEFF HORTON Date........ 12/08/98 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.51 File -6473 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -JEFF HORTON ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type -------------- (sf) --------- (cf) --------- Units ----- itioned Type -----------------=- ------ (ft) (sf) HOUSE --------- Residence 2715 23187 1.00 Yes Setback 2.0 n/a OPAQUE SURFACES Area --------------- U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments -------------- HOUSE ------ ----- ----- --- ---- ----------------- ---------------- 1 Wall 120 0.065 17.8 180 90 Yes W.19.2X6.16 2 Wall 17 0.065 17.8 45 90 Yes W.19.2X6.16 3 Wall 17 0.065 17.8 315 90 Yes W.19.2X6.16 4 Wall 17 0.065 17.8 45 90 Yes W.19.2X6.16 5 Wall 17 0.065 17.8 315 90 Yes W.19.2X6.16 6 Wall 76 0.065 17.8 180 90 Yes W.19.2X6.16 7 Wall 205 0.065 17.8 180 90 Yes W.19.2X6.16 8 Wall 213 0.065 17.8 270 90 Yes W.19.2X6.16 9 Wall 257 0.065 17.8 270 90 Yes W.19.2X6.16 10 Wall 358 0.065 17.8 0 90 Yes W.19.2X6.16 11 Wall 428 0.065 17.8 0 90 Yes W.19.2X6.16 12 Wall 303 0.065 17.8 90 90 Yes W.19.2X6.16 13 Wall 237 0.065 17.8 90 90 Yes W.19.2X6.16 14 Roof 1248 0.025 38 n/a 0 Yes R.38.2X4.24 15 Floor 1467 0.037 19 n/a 0 Yes FC.19.2X8.16 FENESTRATION SURFACES # of --------------------- Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description ----------- HOUSE ----- ---- --------- ------ ----- --- --- ---- ---- --------------- 1 Window 10.0 2 Vinyl Slider 0.500 45 90 0.88 0.58 None 2 Window 22.5 2 Vinyl Slider 0.500 180 90 0.88 0.58 None 3 Window 10.0 2 Vinyl Slider 0.500 315 90 0.88 0.58 None 4 Window 6.0 2 Metal Fixed 0.720 180 90 0.88 0.78 None 5 Door 20.0 2 Wood Slider 0.750 180 90 0.88 0.58 None 6 Window 6.0 2 Metal Fixed 0.720 180 90 0.88 0.78 None 7 Window 10.0 2 Vinyl Slider 0.500 45 90 0.88 0.58 None. 8 Window 20.0 2 Vinyl Slider 0.500 180 90 0.88 0.58 None 9 Window 10.0 2 Vinyl Slider 0.500 315 90 0.88 0.58 None 10 Window 20.0 2 Vinyl Slider 0.500 180 90 0.88 0.58 None 11 Window 30.0 2 Vinyl Slider 0.500 270 90 0.88 0.58 None 12 Window 30.0 2 Vinyl Slider 0.500 270 90 0.88 0.58 None 13 Window 14 Window 15 Window 16 Window 30.0 2 Vinyl' Slider 0.500 270 90 0.88 0.58 None 25.0 2 Vinyl Slider 0.500 0 90 0.88 0.58 None 5.0 2 Metal Fixed 0.720 0 90 0.88 0.78 None 25.0 2 Vinyl Slider 0.500 0 90 0.88 0.58 None COMPUTER METHOD SUMMARY Page 8 C=2R ------------------------ Project Title.......... JEFF HORTON Date........ 12/08/98 ---------------------------------- ----__________ MICROPAS4 v4.51 File -6473 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -JEFF HORTON ------------------------------------------------------------------------------- FENESTRATION SURFACES Tank Type Heater Type ------------ ----------- 1 Storage Gas WATER HEATING SYSTEMS --------------------- Number in Distribution Type System ------------------- ------ Standard 1 SPECIAL FEATURES/REMARKS ------------------------ Tank External Energy Size # of Factor (gal) Vent -------- ------ 0.62 50 ---------- R-0 SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description ----------- 17 Window ----- 5.0 ---- 2 --------- Vinyl ------ Slider ----- 0.500 --- 0 --- 90 ---- 0.88 ---- 0.58 --------------- None 18 Window 15.0 2 Vinyl Slider 0.500 0 90 0.88 0.58 None 19 Door 20.0 2 Wood Slider 0.750 0 90 0.88 0.58 None 20 Window 17.5 2 Vinyl Slider 0.500 0 90 0.88 0.58 None 21 Window 12.0 2 Vinyl Slider 0.500 0 90 0.88 0.58 None 22_Window 20.0 2 Vinyl Slider 0.500 90 90 0.88 0.58 None HVAC SYSTEMS ------------ Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency ---------------- HOUSE ------------ ------------- ------- ---------- Furnace 0.780 AFUE Attic R-4.2 0.880 AirCond 10.00 SEER Attic R-4.2 0.870 Tank Type Heater Type ------------ ----------- 1 Storage Gas WATER HEATING SYSTEMS --------------------- Number in Distribution Type System ------------------- ------ Standard 1 SPECIAL FEATURES/REMARKS ------------------------ Tank External Energy Size Insulation Factor (gal) R -value -------- ------ 0.62 50 ---------- R-0 HVAC SIZING Page 9 HVAC Project Title.......... JEFF HORTON Date 12/08/98 Project Address........ LIME SADDLE ESTATES ******* --------------------- MAGALIA, CA. *v4.51* Documentation Author... JIM PETERSON ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File -6473 Wth-CTZ11S92 Program -HVAC SIZING User#-MP2089 User-Northstar Engineering Run -JEFF HORTON ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. 2715 sf Volume ..................... 23187 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ PARADISE Latitude ................... 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 99 F Summer Inside Design....... 78 F Summer Range ............... 34 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 9326 ----------- 4137 Glazing Conduction ............... 7930 4163 Glazing Solar .................... n/a 10116 Infiltration ..................... 13189 3979 Internal Gain .................... n/a 2100 Ducts ............................ 3044 2449 Sensible Load .................... 33489 26944 Latent Load ...................... n/a 5389 Minimum Total Load ----------- 33489 ----------- 32333 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting ; /. -��' itd��-s /rte ,��-� o:�• ��-3 � s �-r- o �- :.r ,�. ,���' NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 530)*893-2113 3, RETURN ALL MAAKEO-UP. MATERIAL (PLAN%9J0M6LLR • ONS PROJECT J � F F H O ��� � DY j�IG JOB NO. 6O �7 LOCATION IBJ H S�DbI. �ST�-T � DATE CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel,Construction, 9th Edition ACI, Manual of Concrete Practice, 19.88 Edition AITC; Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days 4','OFESSbpN Steel Reinforcing: A-615 Grade 40 for #4 and smaller '14 A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B ~ CQ5359D G Steel Tubing: ASTM A500 Grade A or B Machine -Bolts, Anchor Bolts: ASTM A307 Grade A Connectors: Simpson Strong -Tie or equal. P _Wood Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 s� CIVIL tip' qrE Plywood: A. P.A. Rated Sheathing, Grade CD, UBC Std 25-9 of CALI"0 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination dantilevers: 24F -V8 Combination LOADS: Roof Live Load: psf Floor Live Load psf Seismic Zone : ?j Wind Speed: 7mph Exposure: G Method 2 used unless otherwise noted. Allowable Soil Bearing 4002 psf C7 O ARE SPECIAL INSPECTIONS REQUIRED ?. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of 2 0 BY: JMR 3/30/99 JOB NO: 6473 PG. 2 OF NORTHSTAR ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 (530) 893-1600 LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON '94 UBC GRAVITY LOADS: ROOF: EXTERIOR WALLS: LATERAL LOADS: SEISMIC: COMPOSITION SHINGLES 3.0 PSF 1/2" OSB OR PLYWD. 1.5 PSF FRAMING 3.5 PSF R-30 INSULATION 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 0.8 PSF DEAD LOAD 14.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 30.0 PSF 7/8" STUCCO 10.0 PSF FRAMING 2.0 PSF 1/2" GYPSUM WALLBOARD 2.5 PSF MISCELLANEOUS 1.5 PSF DEAD LOAD 16.0 PSF .3 * 2.75 =.138W FOR LIGHT FRAMED 6 SHEARWALLS WIND: EXPOSURE - C METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' 1.06 Cq*qs*Ce = 0.0200 KSF 15'- 20' 1.13 = 0.0213 KSF 20'- 25' 1.19 = 0.0224 KSF 25'- 30' 1.23 = 0.0232 KSF 30'- 40' 1.31 = 0.0247 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 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ATag-A 1.T,, s I I� s -r oof2 . - 2Np FL - 7.2 K 4s5 K J L4 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 BY: .JM g Nort-hStar DATE: 12-11 L3 20 DECLARATION DRIVE JOB N0: 4 % 5 ENGINEERING CHICO, CALIFORNIA 95926 �o 916-893-1600 PAGE C� OF Civil Engineers • Planners • Surveyors ca �-J T. [Zrl. �Z13)��ZIZ� CCC51z>.I-0�:o���� Zi--JD FI. _ Y L[st?-, N^D%A ot'l -( CAS LIQ _Z 2Nd F ; C I C, P._ �•l rz C _ 14D = w2: - 2. JZ.�K 8 U s -� b 20 oil 4X'& C r - I r) BY: Nort-hStar DATE: I Z 1 �j ' " w` ENGINEERING 20 DECLARATION DRIVE CHICO,9CALIFORNIA 95926 JOB NO:q PAGE 73 OF Civil Engineers •Planners *Surveyors 600 _+ ST 01„1 S 4 - I �� ► �S PL.. 2On FL 371 Ic I 1-7 - c, F, In.0 4 -+ - -OTr-1_- . 371 (1-1) to - _V' �_ _ 14 1-7 -- s t,.) ZA 2 - Zx C c4F.:-- 1� LA 1X0 Ch5�. G IZ L* -1 To BY: -i DATE: 2 g JOB NO: 4-7�7 PAGE 1 C,> OF NorthStar ENGINEERING Civil Engineers* Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 -I- . 02C IO.S (141z�.-I-(22/2) c1.e�-2] a... OT (i _ . 5 38 (12 z) E IZ _ ... 1-1 Ax - STS U T- -36, r 4.z �/, LIS�II i�3l�T�a ToP II��- � a P. S9 7 K,�R.S A t J AL r I rz rG2 n. BY: �rIIZ NwthStar I 2 _._ 20 DECLARATION DRIVE DATE: � I � � CHICO, CALIFORNIA 95973 JOB NO: (��(-7 2, ENGINEERING 530-893-1600 PAGE I I OF Civil Engineers* Planners *Surveyors FAX 530.893-2113 .T_- — - —. _-f� .�� I N � (3_ � � Go n P�4R-� 1.-1 � ►�J � : �v�. 5���� 5 i-1 �G - _ Vs = I38C 42 014 + 2e> 1-72 .o1 69 .7 K vim, = . o2 Z4 T..- 2(Z.S 47 4 (2 . c to �. K G 4x- c�4F" Tri - 474 (3.`57) 10 �.s _ A- C c AP_ BY: I�Iq�Z DATE: 3 I I JOB NO: �O q'7 ?j PAGE I Z OF NwthStar ENGINEERING Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530-893-2113 -► �- I N 2 s -r0 rz Y Fo fiz G 11� L_I I _-IzoTAT[ot-� T ISI T `8)1- . 01 +,01) r _ r_ s 2T 2�2 �I2-I�� sIrJK� s s h . TP.70 FL. SPL,I AFP. _ .8¢r-) BY: J M R NorthStar 20 DECLARATION DRIVE DATE: I Z' I �""' �"""'�T CHICO, CALIFORNIA 95973 JOB NO: C�, 4.7 ENGINEERING 530-893-1600 PAGE 1 22 OF Civil Engineers Planners Surveyors FAX 530-893-2113 _.�. _._...__...__. _... _.. _ ..__ —..-:........w- - -- _ ....- - _ — — -----� — -- ---------. _ �— . 1 - SHEAR WALL SCHEDULE SHEAR WALL , IQ 2Q Q3 ® Q5 A 8A ALLOWABLE LOAD/FOOT 260 380 490 550 640 I60 980 1080 �I 1.2.8 PLYWOOD 3/8�� 1� 3/8 1� 3/8 11 3/8 �� 3/8 " 3 8CDX 3/8" 3/8CDX CDX 9TRUCT I CDX CDX CDX 5TRUCT I CDX 2 SIDES 3 2 51DE5 3 2 SIDE53 EDGE NAILING ad (@ 6" ad 4" ad (@ 3" ad 3" ad (@ 2" 4 ad (@ 4" 8d an 3" 8d (@ 3" FIELD NAILING 8d (@ 12" 8d 12" 8d (@ 12" 8d 12" 8d (@ 12" 8d (@ 12" 8d (@ 12" ad (@ 12" SILL NAILING 5,6 16d C@ 4" 16d C@ 3" 16d C@ 3" 16d (@ 3" 16d (@ 2" N.A. N.A. N.A. CLIP, BLOCK? L550 LS50 L590 1_590 L590 L590 L590 A35 TO PLATE A 22" (@ 14" (@ 16" 16" 12" (@ 12" (@ 8" (@ 4" ANCHOR BOLT 5/8" 0 5/8" 0 5/8" O 5/8" O 5/8" 0 5/8" 5/8" (P 5/8110 SPACING 64" 42" 32" 32" 24" 20" 16" 16" I. OVER DOUGLAS FIR FRAMING, HEM -FIR PLATES AND SILLS ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE AS SHOWN -IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. STAGGER ALL SILL NAILS 6. PREDRILL SILL NAILS LE55 THAN 3" O.C. 1. SIMPSON MANUFACTURED CLIPS OR APPROVED EQUAL AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE 8.OSB WITH ALLOWABLE STRE55 AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. OSB SHALL .BE RATED FOR EXTERIOR USE. 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I oSo...__:_:: N._A...: ___No ,a,...._ . -1(0... .7� 1..47 _=-I•._ a- 1 • f 1 i i BY: NorthStar DATE: JOBNO: ('--v47; ENGINEERING PAGE I C> OF Civil Engineers • Planners • Surveyors -� PAPIT►AL., GlzAVI TY I �N 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 Cct, F ALL, 20 (. o3) + .o + 35(. d 16) =.734 v ._.. 4 WA1\1Ge�-iZ UGC H�L -73c5 CC -,.4 P- t _ Q TCS . _ _ �. Cp �Tz = 5.'f-��, o = 1.3�i FTZ { 'r- P5,- 2. < 5, 0I LS co r-1 T i N L.4oL4S Fri01. �GRp � �Dn I TerJ� L oA�DS �} 5TIZA F:�, PIz �-J P61. C LJ Z rz ocr-- r2V L. DL_ 14 A V L ,�1 = Zo (. o 14-) _ 01 --t- g (. vi 6) _ . 4 Z- K jZ = 3.8 K c S4 o.KK. 2 = 2. I C . 4- I� 11r -X i54-tj L� S `5 IV a X I Z 2 -4F -V+ As 54oWt l I I V F�y✓ L/► 0 -� C- A LC- -D TO ?. �= � l- S.4 -K = A z�;.4) �,J2 Z. �',- _ �o I X13 < v ._.. 4 WA1\1Ge�-iZ UGC H�L -73c5 CC -,.4 P- t _ Q TCS . _ _ �. Cp �Tz = 5.'f-��, o = 1.3�i FTZ { 'r- P5,- 2. < 5, 0I LS co r-1 T i N L.4oL4S Fri01. �GRp � �Dn I TerJ� L oA�DS �} 5TIZA F:�, PIz �-J P61. C LJ Z rz ocr-- r2V L. DL_ 14 A V L ,�1 = Zo (. o 14-) _ 01 --t- g (. vi 6) _ . 4 Z- K jZ = 3.8 K c S4 o.KK. 2 = 2. I C . 4- I� 11r -X i54-tj L� S `5 IV a X I Z 2 -4F -V+ As 54oWt l I I V F�y✓ L/► 0 -� C- A LC- -D TO ?. �= � l- BY: -� �� fA7 -wthStar I m DATE: IZI q8 ENGINEERING JOB NO: 6-4 % PAGE 10 OF Civil Engineers • Planners • Surveyors 0 t-tF V 2 16, -1q 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 0 TC HA G A S- -GL= 7. ,f4.o= 1-01 F' ?- gI� �oNT. F-Teq .- OQ LAVA C�-A P 'C,?. _ 12.-7 K)- 1-7 23, T, I? z . -.. . L = SAW,- _. ►�= 2 (03) + 3C.01&) <14lz�- oma4-j�--�� 17, i-1 = �4� SII 1-70 2�al 2cf (,:::g _ =. 2 r j 4 0 2 5 Z-7 _ 2 4a sell V -x 12- 2 -4F -V+ _ 0 TC HA G A S- -GL= 7. ,f4.o= 1-01 F' ?- gI� �oNT. F-Teq .- OQ LAVA C�-A P 'C,?. _ 12.-7 K)- BY: J Nor &hS &=r DATE: JOB NO: �p % !) ENGIN E E R I N G 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 PAGE 17 OF Civil Engineers • Planners • Surveyors 916-893-1600 Ai q 2 �Z o3 = . I`.KII h1 -z- 17 2.4 = 23 q- Iti13 C 2��j - T z4, = . 1230 ��- c Z491 A- T _ - -- FT .' _ �I.3 q-- 2.3 F72 _ -EF Ux 12 LIe2 F . BY. IZ L6 NmthStar -ill 20 DECLARATION DRIVE DATE: 21019 a===:= ^ - _- - - CHICO, CALIFORNIA 95973 JOB No: 47 3 ENGINEERING 530-893-1600 PAGE 18 OF Civil Engineers* Planners* Surveyors FAX 530.893.2113 _ — -J- r Dec -15-00 01:37A �l GEOTECHNICAL INVESTIGATION LIME SADDLE RIDGE ESTATES SUBDIVISION AND SEWAGE RETENTION DAM PENTZ ROAD BUTTE COUNTY, CALIFORNIA OUR JOB NUMBER 90132 1 P.O1 ,Dec -15-00 01:37A P�_ 2 b June 6, 1990 P.02 LAVER L. ROPER &ASSOCIATES, INC. GL0101NICAL C ONSLOANTS • ETI„ WrLNG LADortA'DRIES 1805 TMOVIE ROAD. SUITE A SACRAMENTO. CA 95815 PHONE 956/929-0267 GEOTECHNICAL INVESTIGATION LINE SADDLE RIDGE ESTATES SUBDIVISION AND SEWAGE RETENTION DAM PENTZ ROAD BUTTE COUNTY, CALIFORNIA INTRODUCTION It is proposed to develop the Lime -Saddle Ridge Estates Subdivision, located on Pentz Road opposite Lime Saddle Marina, Lake Oroville, Butte County, California. The subdivision consist of 54 lots. Proposed construction will be one and two story wood >t frame with either concrete slab on grade or supported wood floors. Foundation loads will be light. The proposed development will also include an on site sewage treatment facility. As part of the facility, a small retention dam For a treated effluent pond will be constructed. -The dam will have a maximum crest height of 12, feet and a length of approximately 400 feet. The site plan and foundation loading data were furnished by Northstar Engineering, Chico, California. Our investigation consisted of two parts. The first was a foundation study for the proposed subdivision. The second was a investigation to determine the source and suitability of borrow. Dec -15-00 01:38A pG , 2 material for the proposed dam. Also to provide a recommended dam cross section and seepage analysis. Both the foundation study and dam investigation were prepared for the use of the architect and civil engineer for application to the design of the buildings and dam in accordance with generally accepted geotechnical engineering practices. No warranty is expressed or implied. This report presents the results of these studies. PART I FOUNDATION INVESTIGATION LIME SADDLE RIDGE SUBDIVISION I FOUNDATION AND SOIL CONDITIONS The proposed subdivision is located on top of a bluff overlooking Lake Oroville. The top of the bluff consist of an ancient volcanic flow of basalt. The .basalt is covered with a shallow layer of residual soil. The bluff is covered intermittently with oak trees and dry grasses. The top of the bluff is relatively flat but drops off steeply at the edges. The field investigation for the subdivision consisted of visual observations and the excavating of 10 shallow test pits with a backhoe. The test pits ranged in depth from 6 to 18 inches and were limited in depth due to encountering the underlying basalt. In places the basalt is exposed on the surface. The approximate location of the test pits is shown on the location map, Plate Number 1. The ldcation of the test pits was -- determined by positioning off of -topographical features. Hence, accuracy can be implied only to the degree that this method >� warrants. Fa P.03 Dec -15-00 01:38A P. 04 visual classification of the s oil stratum encountered was made in the field by a geotechnical engineer at the time the test pits were excavated. A description of the soil profiles encountered is presented in Table Number l., Log of Test Pits. The soil encountered in the test pits was very uniform. The soil overlying the basalt was a brown fine sandy silt. The soil encountered was in a fairly loose condition. The surface of the basalt is fractured in places and broken into rocks. The basalt becomes more competent with a minor increase in depth. The test pit logs show subsurface conditions at the date and location indicated and it is not warranted that they are representative of subsurface conditions at other locations and times. No ground water was encountered in the test pits at the time they were excavated. II DESIGN STUDIES AND RECOMMENDATIONS It is proposed to develop the Lime Saddle Ridge Estates Subdivision, located on Pentz Road opposite Lime Saddle Marina Lake Oroville, Butte County, California. The subdivision consist Of 54 lots. Proposed construction will be one and two story wood frame with either concrete slab on grade or supported wood floors. Foundation loads will be light. The surface soils overlaying the basalt are in a fairly loose condition and are not considered adequate to support.the proposed foundations and slab on grade. -The depth of the soil cover over the basalt varies throughout the site. At the test pit locations depth varied between 6 to 18 inches. The depth of the soil can and will' vary between 'test holes. 1 3 �'.�= ,bec-1s-00 01:38A pw�. 23 0 2� F .l In order to provide adequate and uniform support for the structures at this site, it will be necessary to carry the foundations through any soil so that they bear on the underlying basalt. The surface of the basalt should be washed or swept clean of any loose soil or rocks. Footings should be a minimum of 8 - inches deep for one story and 12 inches deep for two story. 1E the minimum depths- are not possible due to encountering the basalt, then it will be necessary to provide lateral support for the foundations by drilling and setting in rebat with epoxy into the basalt. Number 4 rebar should be embedded a minimum of 6 inches into the basalt and 12 inches into the footing at 4 foot centers. Minimum width of footings should be established as 8 inches. Foundations can consist of either spread footings with slab on grade or stemwalls and piers with supported floors. Footings constructed in the above manner can be loaded to bearing capacities of 4000 pounds per square foot total load. If slab on grade construction is used, the building pads should be stripped of all organic matter, brush, .tree stumps, etc. After the area is stripped of all organic matter and all required cuts are made, the subgrade thus exposed should be scarified for a depth of 8 inches or the depth of the loose soils, whichever is P.05 greater, and recompacted as specified in Appendix A. All fill should be placed as engineered fill as specified in Appendix A. The fill should extend a minimum. of 2 feet beyond the building pad., On site soils are acceptable for.engineered fill. ""'A minimum of 4 inches of clean gravel should• -be placed beneath the.slab on grade. This gravel should be well graded between a maximum size: of 1 inch and a minimum size of 1/4 inch with zero 4 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX -(530):893-2113 STRUCTURAL CALCULATIONS PROJECT G (%i JOB No. �O ?7 LOCATION DATE 12- - Z2`- 10% CODES: MATERIALS: 4go'r ESSIpN � � C 053b9D /4• . kzn— �CIVIL tib" OF C ALI4 04`� Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 19.88 Edition AITC; Timber Construction Manual Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c 2500 psi @ 28 days. Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B achine•Bolts, Anchor Bolts: ASTM A307 Grade A /wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: ��O psf Floor Live Load: psf Seismic Zone :_ 2 Wind Speed: %� mph Exposure: Method 2 used unless otherwise noted. Allowable Soil Bearing �� �O psf' ARE SPECIAL INSPECTIONS REQUIRED ? GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine th2 expansion index or bearing capacity is by others. Page 1 of 1-7 BY: JMR NORTHSTAR ENGINEERING 8/10/98 20 DECLARATION DRIVE JOB NO: CHICO, CA 95973 PG. 2 OF (530) 893-1600 PARTIAL LATERAL AND GRAVITY DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1994 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF 1/2" PLYWOOD 1.5 PSF FRAMING 3.0 PSF R-30 INSULATION 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.3 PSF DEAD LOAD 14.0 PSF LIVE LOAD 16.0 PSF TOTAL LOAD 30.0 PSF LATERAL LOADS: SEISMIC: .3 * 2.75 =.138W FOR LIGHT FRAMED 6 SHEARWALLS WIND: EXPOSURE - C METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' 1.06 Cq*qs*Ce = 0.0200 KSF 15'- 20' 1.13 = 0.0213 KSF 20'- 25' 1.19 = 0.0224 KSF 25'- 30' 1.23 = 0.0232 KSF ' 5 30'- 40' 1.31 = 0.0247. KSF BY: DATE: i 2 I l a JOB NO: 6247 3 PAGE 3 OF NwthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 ii II � i I'I , UECK 5'x Yly S xY a0^ o o � &ATk NICK ��� � ve. u•e . � N ADAM ..`'' j MASTER BDRM BEDROOM. BEDROOM 15',I ■ 167 i •'•',r'• •' � —----------'------------ — _..--- ----------4 a ri ' - CLOSET ✓ I , , o lygi ' --"------'------'— ---------------------. _.----.'C— ----------- --------- - - --� -- ,BEDROOM 1. 1tII — O � .• — IIIIfiIIIIOPEN I stairs •; OPEN BELOW •HALEY.... o OPEN BELOW stairs OPEN BELOW rt•� a,o.,n I I l G✓ j I , I I I l -- e y I. — — -- ! I i l I I � t ' I —;-- I ! .���_�_ L�..� UI j I' I '� � �-i-, I lil --3 7 4'.Z. I ..} I ►CSI ! I iii I ! --�—_�-- r _�_ I LILL i - I illl lid FL. IZ I i _( ► l 1 !ii i �I-- II BY: J I I F— - DATE: I Z �I S JOB NO: 6,473, PAGE - 4 OF Nwt.hStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE. CHICO, CALIFORNIA 95926 916-893-1600 Golgi F--, -)Q I �l���D = X3.4 -11 �.�! _► I�2 I K � I _ i � I I I! I! !!�I �► !! ! I I I t q,.x--L I.CA P. o I IZ I`1 - I 1 � � �_� � z `2 �. � 2 C =i 14_► _t-8 < o C�_: = 12 . _ K' i - '� I I 'S� '.i li I S `- �-I►-.J ff � i �IZZS I ! _ H _ .1.?2 iS�o —11 S I rJ I� i ! I !S _ 3 .� �_1_. _ _ISS I ► I ! ► ! I _ BY: r� NwthStar DATE: 12��g JOB NO: 47ENGINEERING 3 PAGE OF Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 ► !I�I�_ I -� i 3 I ! ILL !- - � 1 - 1z I I ► 131 ' I f'1 IIi I I I L=1_S-T 11 I s Tc- d i I� i i �I t • �. � �, 1 f ! i I ' �r 1 �2 Ll ID _ T- i ! i 1 !► I I f I I I I! I IitI � 'M -- ?� C, 3 Civ t 4�8 F71" ri I F II illi 1111 �-t-- I -LIH BY: J M fes• DATE: 12. °Igj JOB NO: 47 ?, PAGE 6. OF imp Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 ,_ _ 2 iVl,ea IZ 77T 1I_IJ !- i 1_ _ IZ 2-r I� + . __. • 0 2�2 4 _ per'_ 's _ _1-:0213.C_..� - -� 4� �.�8 (_.� I ��� -� �� •o Z K. ,_ s i N-KrzS 02 {l.P��_I_�, s ! � �J _i-�U_8_G � z3� ,:°i N o _► - + I- i ! BY: J M P— DATE: f Z I 15 JOB NO: 6473 PAGE 7 OF N- thStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 et I Et" r •� S .Y'rv_ I J nook 6 I ' q kitchen •� ..........LAUNDRY R - - ... I• -! I - FAMILY '• ': ' i 1110.61'6 - - g:� —.,-L„- :,_. _- • ' 1's' �;- r.,,,•, - "err, _ .'•. - roY6iy den 'GARAGE �„. t ? _ p./ , - i _— 1 Io_............. i I ' � ��• '. . � � .6 �- v1',°.tti� _i if/. 18x8 10x8 I �— Ie4— 1 rz.I -IJ -I STi-�Lt�o i I I i SII V -, --�-- 71 ► I? '-�-ti-- I��s i? ' li I I !► I 1 I!�? � ! � , —f . I BY: DATE: iZl �g JOB NO: 4 7 3 PAGEi OF Nor#h�tar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 I._i �l _ ? l�---- ?� � _.IIB-� - F. i L?I_' lilt tit _; LEI� o ti -1 4x_lo-- il� 1 `j-_= t �. N-IF1 '�) iC/ '?_/ C ;��D I�' -v! _ i `.I__ !_✓ .� -i,2 �- kk fu_v� i I - i i i t i i I 11j 1 BY: DATE: { Z I g JOB NO: 62 4727 PAGE C1 OF • gnel k1mgmilm- CMI Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893.1600 I PL I 'I'll V �" j 3! 8 IC -I 1-CCI'.�.-oTIV_�- ! 1 Isi7T I ! l - !21. ' I- - -- �.. , BY: -i ri?, - . - . Nw-thStar DATE: 12 1 C-TE5 - J . OB NO: &4-722 ENGINEERING PAGE IQ OF Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 --FAX 530-893-2113 F— FL + 19L Ll 4 z Ell T -j- - --------- 2 J.- A -IL �f —I t ! LA -7�4 /4•. -(J.! - Zig__ ��G �_ _-:) I I +_ —'----� —j I! i i I r i I I i I I I f -T t 6o (I -I GT- z - T C�d?���- Vic,_ I Qj iii -1_f �Z 3 z ��s .' i�llp L i ..... ..... � I N �� ..� � � .� � � .� I I ���,� _ �--r - _.ate -- � ---I--�_-_. U --- ------- - BY:. DATE: JOB N0: PAGE I.I . OF .., NorthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 G�`o�C�I^l_I I�rl�—�VS._ST�I t �__' _1 _+1_-1.__x__.1.__ 1_. I S r1 IG { _-- --- -- i-1-- + ► � -' �. 4' .� 1 � + i i . ; - I - ► Hill ILLS_0 I i -I -- I LLJ 1 i If i _ IL .41 I I c i3 i I' 1 } R .� } �' Tom_. ( f {j .� — j € � ' + 1—; `— t . — -----;--j—j '-•---L_-�_ + I-- —------- 5 BY: JMRq DATE: JOB NO: 6*0 PAGE 2 OF NmthStar, ENGINEERING Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893.1600 FAX 530-893.2113 SHEAR WALL SCHEDULE SHEAR WALL A 0 03 ® 0 0 0As ALLOWABLE '760 LOAD/FOOT 260 380 490 550 640 980 1080 1,2,8. PLYWOOD II 3/8 II 3/8 II 3/8 II 3/8 II 3/8 II 3/8 CDX II 3/8 CDX 3/811 ST UCT I CDX CDX CDX STRUCT I CDX 2 51DE53 2 SIDE53 2 51DE53 EDGE NAILING Sd (@ 6" 6d( 4" ad 0 3" ad (a 3" ad (a 2" 4 ad 0 4" 8d Ca 3" 8d (@ 3" FIELD NAILING ad 12" ad 0 12" ad 12" ad (@ 12" ad (@ 12" ad (@ 12" 8d C@ 12" ad C@ 12" BILL NAILING" 16d 4" 16d (@ 3" 16d 3" 16d (@ 3" 16d (@ 2" N.A. N.A. N.A. CLIP, BLOCK? L550 L550 L590 L590 L590 L590 LS90 A35 TO PLATE (a 22" 14" (@ 16" 16" 12" 12" (a 8" (a 4" ANCHOR BOLT 5/8-10 5/8" (P 5/8" 0 5/8" 0 5/8"0 5/8" 0 5/8"0 5/8" SPACING 64" 42" 32" 32" 24" 20" 16" 16" I. OVER DOUGLAS FIR FRAMING, HEM -FIR PLATES AND SILLS ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. STAGGER ALL SILL NAILS 6. PREDRILL SILL NAILS LE55 THAN 3" O.C. 1. SIMPSON MANUFACTURED CLIPS OR APPROVED EQUAL AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE 8.05B WITH ALLOWABLE STRESS AND THICKNE55 EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. OSB SHALL :BE RATED FOR EXTERIOR USE. I I : - I I i i 1 � - - t ! 1 , , BY: imp DATE: JOB NO: ro 47 1 :4 01 Lei 1011 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 PAGE 12OF Civil EngineeEngineers • Planners • Surveyors 916-893-1600 APP LU �J A I L�-I -,J�__! t _. I BOLTS L T'5 >-H e,-A.P _71- Pv r P-,- P�aL:Ta_ ��_ F 1 0'+!22 +0 1 L 47 3' - - -------- ------- iz __2 IQ AM A- P ___L o/ D/ W A I LL 'AFA�� A 0<�_ H o- IZ_� I A, W, c H 0 K i P,-6- I r L W" A LL.' 6 -20 -TI J I A. I, L �,i.. LP_eL__Ti ' 0. � . � :Zlv_ _ _._I.�� - -- -'�.CI22--3lvlo _ 51g . �4._! � 41 _ � -:� :: � - :.380 =. _1 ���� �3!'• 4::�12Z� = 4�U� A:M.-W-1.4 - - ------- -- . ...... 4_4 2 .......... T 7s48 ��_17- 3 _i_;/O(,1.4'1) 7�?_`�_ __I .j 0�� ��.�,7>00..� �_�: �.:: f .�N, ;A. �_:..� �78��:2.�11---� �a -4 M E 'I AL 4I t BY: J M F_ DATE:. 12 I I g JOB N0: 4 T3, PAGE I q. OF owrthStar ENGINEERING Civil Engineers* Planners* Surveyors BRACED WALL SCHEDULE 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893.1600 FAX 916-893-2113 TYPE DESCRIPTION AA 1/2" GYPSUM WALLBOARD on studs spaced @ 24" o.c. maximum. Drywall screws @ 7" o.c. to all studs, top and bottom plates, and 2x blocking. All vertical edges shall break on a stud. Blocking is required for all horizontal edges. Capacity = 100 #/Ft. OB "THERMO-PLY" Structural grade sheathing with 16 gage galvanized staples, 1" crown x. 1 1/4" leg. Crown shall be in line with framing member @ 3" o.c. edge, 6" o.c. field with blocking required @ all edges. Capacity = 200 #/Ft. CA 3/8" CDX PLYWOOD on studs spaced @.24" o.c. maximum with 8d @ 6" o.c. edge, 12" o.c. field. All vertical edges shall break on a stud. Blocking is required for all horizontal edges. Capacity = 260 #/Ft. AD ALTERNATE BRACED PANEL: 3/8" CDX PLYWOOD on studs spaced @ 24" o.c. maximum with 8d @ 6" o.c. edge, 12" o.c. field. All . vertical edges shall break on a stud. Blocking is required for all horizontal edges. install 1/2" diameter anchor bolts with 7" min. embedment @. panel quarter points (2 bolts per panel). Install holdowns as shown on plans. ' AE 7/8" STUCCO on studs spaced @ 24" o.c. maximum. Nail or staple to all studs, top and bottom plates with No: 11 gage, 11/2" long, 7/16" head or No. 16 gage staple, 7/8" legs@ 6" o.c. max. to all studs,. and top and bottom plates. Unblocked. Capacity = 180 #/Ft. NOTES: 1. �A AB CA and AD Nail sill plate to wood floor (where occurs) with 4- 16d per 16". Anchor sill :plate to foundation with 1/2" diameter anchor bolts embedded 7" min.. @ 6'4" o.c. max. spacing. Use a minimum of two bolts per piece with 1 bolt located within 12" of each end. 2. INTERIOR WALLS: AA B\ A and /D\: Anchor bolts maybe replaced with Hilti X -DNI 72. Use: 2 pins @ 6", and 2 pins @ 10" from each end with 2 pins @ 18" o.c. in between. Interior footings shall be a minimum 'of 12" . wide and 10" thick (including slab thickness) unless otherwise noted on the plans . r..� v7 � - 74aF> BY: —i ri F, DATE: 17- 1 -15 JOB NO: C47 22 PAGE IG OF Civil Engineers 9 Planners * Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 - - — - - - - - - - - - - - - - - - 4 A. ITl I ,�-- � � � I . � i � � , TT . , I 1 ': i�12�4r 77'-01 14-3 : j .I 1 7- 1 -1 11 Zr 4- 11 Z, 4T xL C;2 I_ i I I i._ _ i_ i W -44 r!4 I....�....�._..-� P .,.1.._I ► ��,�:T..�„�� P�%I �T—? � i 1=1w�� 12 IK�(�P D. 5! 0 C5 rtol' � iz pct`. ���_._ 4-- . ��� ' , �� I �(� s�� T� 'I_a_x 'I ? i?�I �'�✓4Ji. '�S sem- I�w!� I � A Lj L -L-1 J- I -� ---- BY: ri 1z DATE: JOB NO: 4 PAGE 1 (e9 OF NwthStar ENGINEERING Civil Engineers o Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 F-1 17 1 TM FT I fa I I I i I I I i I 1z R rjLi I T-1 -7-1 1." +'r 4F 40 L I -L-4- +L. E 'tilt LAI 5Z, � af- 1-217 J BY: J DATE: IZ `►8 JOB NO: 4 PAGE 17 OF I� NwthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 _�..�I��� !!�- ' I I S SI � GSI �cal �I 11- I � [— - I I I I ! t I ...�+....� •.. t.��w + i i I NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT JFFF H6112tiJ JOB NO. % LOCATION (,I j-� rj�rT�Tjl�i ���i�Tf� DATE--(�� CODES: MATERIALS: Uniform Building Code, 1994 Edition AISC, Manual9*of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual Concrete: f:c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load psf Floor Live Load: 46? psf Seismic Zone Wind Speed: mph Exposure: C_� Method 2 used unless otherwise noted. Allowable Soil Bearing : +--� psf fz ARE _SPECIAL INSPECTIONS .REQUIRED ? FO GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the'expansion index or bearing capacity is by others. Page 1 of go P9 ? BY: JMp- NorthStar DATE: 12- cl 8 20 DECLARATION DRIVE JOB NO: 473 ENGINEERING CHICO, CALIFORNIA 95926 PAGE 7 OF Civil Engineers • Planners • Surveyors 916-893-1600 C, .. .. nook \I kitchen LAUNDRY 6, P] o......_......:.oma, -.�.,. FAMILY ' tzcsn _iBATH is-_-- ._ .. !j - , FOYEN., I GAR ...: ... den AGE _ ..s: _ I %6 .\r—n�-.1�1. S• 9'� v_ �. I'. y-.°sl�_i t - 16K8 10x8 • F . Fes..® i . Z t .... vT. . . r N� AD T�. 2 -OP FL - � ._ ICS • BY: J DATE: JOB NO: 47 PAGE IG OF O PARTIAL hStar ENGINEERING Civil Engineers • Planners • Surveyors CaRAi/ITY P I CSN 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 s FA fJ = I + 1,J::= 2O ( o 3) + 5 -+- ( d� 6) =-,73 K I I.C(.�g)14�-I2.�-_TIN' < 1.2go -i8 I4�3 _ X36 INS" <. �1 12� -738 a u �HF-6K Fps 0 Ht (:57(ZA FS, F pc -1 � L, = 14.1 Z oor— DI, 1. ' R L DL_ LJ V - 1 �(.ol6) = . 4Z -K-11 �Pl.!FT P I -D 2, 4 r- 1 1 r 4 aK. I'1 ri A -X I �- �,I S �• Z- / 2 • �- US il8 x I2 2-41=-✓+ AS' S�oW� cowl. �TCa. of\1 � A VA C -AF H I ' CA F. = 12,-7 K' BY: i Ii'z NorthStar DATE: I Z 1 q 8 -'� JOB NO: 614712 —' ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 PAGE I OF Civil Engineers • Planners • Surveyors 916-893-1600 21- __ 1-7 jZoD, �z 231 X240 = 2 +(ao IN 4 C 252-7 cowl. �TCa. of\1 � A VA C -AF H I ' CA F. = 12,-7 K' BY: J' I F, DATE: 12-110) JOB NO: 62 4 ?3 PAGE 17 OF Ai NwthStar ENGINEERING Civil Engineers • Planners • Surveyors p (03� -z- C2. C2. 2 4 K- Izz= 3 2.4 = 2 3 1230 i t-4 I a 24-;=�-'/4 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 Z _ 2 T.2.3F12 20 DECLARATION DRIVE DATE: 2 =— - CHICO, CALIFORNIA 95973 JOB NO: Cp 47 3 ENGINEERING 530.893-1600 PAGE OF Civil Engineers• Planners• Surveyors FAX 530-893.2113 2,62 IIN¢ C ��O GEOTECHNICAL INVESTIGATION LIME SADDLE RIDGE ESTATES SUBDIVISION AND SEWAGE RETENTION DAM PENTZ ROAD BUTTE COUNTY, CALIFORNIA OUR JOB NUMBER 90132 P.O1 Dec -15-00 01:37A . „ GEOTECHNICAL INVESTIGATION LIME SADDLE RIDGE ESTATES SUBDIVISION AND SEWAGE RETENTION DAM PENTZ ROAD BUTTE COUNTY, CALIFORNIA OUR JOB NUMBER 90132 P.O1 -Dec -15-00 01:37A ' Pte- 8 1'i e 4 r 1A . 11 is IS June 6, 1990 P.02 LAVER L. ROPER & ASSOCIATES, INC. GFo?EC 14CAt GCtMMANTS • ENGNEErMG LADWAtORLS 1805 OWE ROAD. SUITE A SACRAMENTO. CA 95815 PHONE 916/929-9267 GEOTECHNICAL INVESTIGATION LIKE SADDLE RIDGE ESTATES SUBDIVISION AND SEWAGE RETENTION DAM PENTZ ROAD BUTTE COUNTY, CALIFORNIA INTRODUCTION It is proposed to develop the Lime Saddle Ridge Estates Subdivision, located on Pentz Road opposite Lime Saddle Marina, Lake Oroville, Butte County, California. The subdivision consist of 54 lots. Proposed construction will be one and two story wood frame with either concrete slab on grade or supported wood floors. Foundation loads will be light. The proposed development will also. include an on site sewage treatment facility. As part of the facility, a small retention dam fat a treated effluent pond will be constructed. -The dam will have a maximum crest height of 12 feet and a length of approximately 400 feet. The site plan and foundation loading data were furnished by Northstar Engineering, Chico, California. Our investigation. consisted of two parts. The first was a foundation study for the proposed subdivision. The _second was a investigation to determine the source and suitability of borrow 'Dec -15-00 01:38A per, material for the proposed darn. Also to provide a recommended dam cross section and seepage.analysis. Both the foundation study and darn investigation were prepared for the use of the architect and civil engineer for application to the design of the buildings and dam in accordance with generally accepted geotechnical engineering practices. No warranty is expressed or implied. This report presents the results of these studies. PART I FOIINDATION INVESTIGATION LIME SADDLE RIDGE SUBDIVISION I FOUNDATION AND SOIL CONDITIONS The proposed subdivision is located on top of a bluff overlooking Lake Oroville. The top of the bluff consist of an 1 ancient volcanic flow of basalt. The .basalt is covered with a shallow layer of residual soil. The bluff is covered intermittently with oak trees and dry grasses. The top of the bluff is relatively flat but drops off steeply at the edges. The field investigation for the subdivision consisted of visual observations and the excavating of 10 shallow test pits with a backhoe. The test pits ranged in depth from b to 18 inches and were limited in depth due to encountering the underlying basalt. In places the basalt is exposed on the surface. The approximate location of the test pits is shown on the location map, Plate Number 1. The location of the test pits was determined by positioning off of -topographical features. Hence, accuracy can be implied only to the degree that this method warrants. �' 2 P.03 --Dec-15-00 01:38A P.04 OL Visual classification of the soil stratum encountered was made in the field by a geotechnical engineer at the time the test pits were excavated. A description of the soil profiles encountered -is presented in Table Number 1, Log Of Test Pits. ' The soil encountered in the test pits was very uniform. The soil overlying the basalt was a brown fine sandy silt. The soil encountered was in a fairly loose condition. The surface of the basalt is fractured in places and broken into rocks. The basalt becomes more competent with a minor increase in depth. The test pit logs show subsurface conditions at the date and location indicated and it is not warranted that they are representative of subsurface conditions at other locations and times. No ground water was encountered in the test pits at the time i they were excavated. II DESIGN STUDIES AND RECO_MENDATIONS It is proposed to develop the Lime Saddle Ridge Estates Subdivision, located on Pentz Road opposite Lime Saddle Mari Lake Oroville, Butte Count California, Marina, County, The subdivision consist ' of 54 lots. Proposed construction will be one and two story wood frame with either concrete slab on grade or supported wood floors. Foundation loads will be light. The surface soils overlaying the basalt are in a fairly loose pport the p condition and are not considered adequate to su r.roposed foundations and slab on grade. -The depth of: the soil cover over the basalt -varies throughout the site. At the test pit locations depth varied between 6 to 18, inches. The depth of the soil can and will 'vary between test holes. 1 3 I_'_L Dec -15-00 01:38A I of P.05 In order to provide adequate and uniform support for the structures at this site, it will be necessary to carry the foundations through any soil so that they bear on the underlying basalt. The surface of the basalt should be washed or swept clean of any loose soil or rocks. Footings should .be a minimum of 8 inches deep for one story and 12 inches deep for two story. if the minimum depths are not possible due to encountering the basalt, then it will be necessary to provide lateral support for the foundations by drilling and setting in rebar with epoxy into the basalt. Number 4 rebar should be embedded a minimum of 6 inches into the basalt and 12 inches into the footing at 4 foot centers. Minimum width of footings should be established as 8 inches. Foundations can consist of either spread footings with slab on grade or stemwalls and piers with supported floors. Footings constructed in the above manner can be loaded to bearing capacities of 4000 pounds per square foot total load. If slab on grade construction is used, the building pads should be stripped of all organic matter, brush, tree stumps, etc. After the area is stripped of all organic matter and all required cuts' are made, the subgrade thus exposed should be scarified for a depth of 8 inches or the depth of the loose soils, whichever is greater, and recompacted as specified in Appendix A. All fill [ should be placed as engineered fill as specified in Appendix A. t The fill should extend a minimum of 2 feet beyond the building pad.. _ On site soils are acceptable for.engineered fill. '-"A minimum of 4 inches of clean gravel should"be placed beneath the slab on grade. This gravel should be well graded between a maximum size of 1 inch'and a minimum size of 1/4 inch with zero 4 '� �- utte u t L A N D O F NATU RAL WEALTH A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Jeff Horton 14862 Coutolenc Road Magalia, CA. 95954 "March 18, 1999 Project: Peter & Shelly Eberhart The submitted Construction Plans and Structural Calculations were reviewed by a Consulting Engineer and the required additional information and revisions noted in red on Plans and in Calculations. Please address all plan check items.on your resubmittal. Resubmittal of marked -up Plans and Calculations is required. Please return all marked -up (R-3) sets of Plans and Calculations with resubmittal. Enclosed: 1 set of Construction Plans 1 set of Structural Calc's dated 12/22/98 1 set of Structural Calc's dated 2/16/99 1 set of Structural details 1 set of Truss Calc's Sincerely, Linda Sexton Building Inspector III • Date: January 29, 1999 Permit Applicant: Pete and Shelly Eberhart 14052 Temple Circle Magalia, CA 95954 Permit Number: 99-0078 Assessor Parcel #: 041-640-002 The above referenced building plans were received by this office Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Your plans are insufficient. A. Provide complete cross-sections in both directions which depict the complete framing, roof covering, etc, for this building. ✓ B. Provide a complete roof framing plan. Show all header sizes, garage doors included. ✓ C. I have 2 different truss layouts, which one works? / D. Provide complete deck and balcony framing plans. E. Show the location of your HVAC unit. F. Provide a 2nd set of energy calculations. ✓ G. Have Jeff stamp and sign his details and key them to the plans. ✓ H. Have Jeff stamp and sign the plans. ✓ I. Have your engineered footing design shown on the plans. What about interior pier footings. J. Generally clean up plans and make them legible. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Friday. Linda Sexton Date: February 4, 1999 Permit Applicant: Pete & Shelly Eberhart 14052 Temple Circle Magalia, CA 95954 Permit Number: 98-0078 Assessor Parcel #: 041-640-002 The above referenced building plans were received by this office Provide additional information and/or make revisions to plans, specifications and calculations as follows: ✓ I. Provide a complete roof framing plan other than truss layout, which shows all spans, all field framing members, where all members bear, posts under all beams. Jeff calculated some beams key them to the plans. Provide truss engineering for jack trusses shown on layout. Truss T 2 & T 3 show a span of 32.2. I believe the span is 30- 2. Please clarify. The posts supporting roof beams must be continuous to foundation. Show that on plans. Provide calculation for 4 X 12 beam which supports the roof. 2. Show the firewall between garage and house, vertical and horizontal. ✓' 3. Show all of the engineer's calculated footings on the foundation plan. Show foundation under all bearing walls. 4. Provide foundation detail which shows the dimension of all foundations width, depth, etc. ✓ 5. Provide complete framing for 2nd story deck. Show all deck framing down stairs also. 6. Show your wood stove on the plans. I cannot plan check plans which do not clearly depict all load paths from the roof to the foundation. These plans do not achieve this. Your plans are not to scale which also makes it difficult to plan check. Per your parcel map, your decks and eaves must be enclosed underneath. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4: 00 P.M., Monday through Friday. Date: February 24, 1999 Permit Applicant: Pete & Shelly Eberhart 14052 Temple Circle Magalia, CA 95954 Permit Number: 98-0078 Assessor Parcel #: 041-640-002 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Please show the location of your wood stove. V 2. Have Jeff'Richelieu provide a stamped and signed detail (2 copies) of how you are using hold downs in the lava cap and how you are putting the still in the braced wall lines where you are using alternate braced wall panels. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4: 00 P.M., Monday through Friday. Linda Sexton RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY:-. OWNER: ez&z /L ez-Ar- BuiLDINGPEKmrrNLjm6Ek:--', o 7,P PLAN CHECKER3 199 A.P.NUMBER ' RAL- 7— Zomng requmwnts: (side yards and numberof permitted living units). . Valuation. o" Plans signed by designer. Proper description of work on application r Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.)... Recorded notice of violation. T f%fr 10T A"k Complete parcel size and dimensions. Setbacks, side yards, casements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. 6 Special conditions on creation map (Noise, S -RA-, Fire Sprinklers, Water Tender, Trees. etc.). FAU. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). - Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.F.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water beaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). t Minimum of one TO" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower- size. DETAILS: — Z;X -Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing•eFengineered design (Seetion 21326. 3 Clerestory requiring balloon framing and/or engineering. ,-4' Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations d wall construction details complete enough to construct building. §8 anRoof construction details complete enough to construct building. ,-9� Rafter ties or bearing ridge beam. Fireplace construction details and calx if necessary. e!jQ Garage door and/or porch header sizes. 12Studh=�tim.desip. I e I -14.' Retaining walls requiring design. A-5-.— Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 ,LANEOUS ITEMS TO LOOK O 1T FOR Stairway details: landings, rise and run, head clearance, hmdnWs (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). . Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36- halls and stairways. Living area over garage - complete 1 -hour separation required as garage side includingsupporting walls nerd posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. - C.D.F. responsible area requirements. 4 July 1996 3.3 ,IN AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 I COPY of Document Recorded 08' -Mar -1999 1999-0009782 Has not been compared rith original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, 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: State of California, County of Butte, Lime Saddle Estates (Formally Mt. Oak Estates), AP #041-640-002 Lonnie Lane, Lot 24, Paradise, California, Book 135 of maps, at pages 60, 61, 62, 63, and 64. a Date: � 1 ROPERTY OWNERS: Pe ter F. E�bthalcdt State of California ) County of ) On 3 IVA5 befgre�me, �. L4 --w Michele K. Eberhardt personally appeared _ p"jp_ /' 84rL1.L*¢iCDi A�� �%%/C! �C . �534,[:6GT personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that helshe/they executed the same in his/her/their authorized capacity(ies), and that by his signatures) on the instrument, the person(s) executed the instrument. WITNESS my hand and official seal. Signature 9-�Q /ec Seal: A.P.- Y/ -0, OrL J. DARYLE POLK Commisslon # 1093282 .� Notary Public — California i Lassen County My Comm. Expires Mar'31, 2000 rson(s) acted, NOTE TO RECORDER: DO NOT RE(-Y)RD THIS SIDE •AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT A.A. - I Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. `Property oIA-ners must sign in the presence of a Notary Public and have'the form noiarized 3. Make a copy of the form and then take. the original and copy to the Recorder's: Office at 25.County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Bailding Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1 st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) I ► ��� 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. -1 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, W h please contact this office immediately. PO/.)It 9D?�T - —# ,. .. _ 11 9- W-` Date / v 1 r-/1 - "t Inspector V I REV 10/12 / �.., ` ` ^-,,..r a ....... v,'y"Y.t-:.ya�'s.!, �3 .�;•,1.-�=�ft"'G•-y�'i" ' _: , .. :.'+:�. ,.;+r-.'^7rc ti�. COUNTY OF BUTTE ? BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA 9 (530) 891-2751 7 -County Center Drive 9 Oroville, CA * (530) 538-7541 44� bei _4 CORRECTION NOTICE 7 41 0 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 correctionof -work is s -ex completed. If you have any questions pertaining to this matter, or need additional" planation., please contact this office immediately. 7 '1Z r ea r4d lie. Date Inspector REV 1 42 r rv� ^.r+'\r s.,� .r,�-.._..�+.1 i• r it '"..+'r . �:; �. .-..i'r' Y?191M 4e r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oro�ille, 0) 538-7541 CGA/14, ECTION NO ICE w 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 Al iit.aJ �A -Au/,.GL-t /Aous; Date Inspector REV 10/92 ,gyp �D /,pi /_p laS4cL out✓ 0- c_ 1L��/.5+�i.t�t 4 i IN s 4— 1_% Al iit.aJ �A -Au/,.GL-t /Aous; Date Inspector REV 10/92 ,gyp �D /,pi /_p laS4cL out✓ I - -. r. - s. -^-.-t �: ��,-".v:6�-liC'i %siM,.... -�r.+..•r.. �Y - din. -:..a. `� _ � y w 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 r OWNER PERMIT NO.., f 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 . to completed. If you have any questions pertaining to this matter, or need additional explanation, Ja t P 4 Date Inspector REV 10/92 c 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 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. i �kI liaa /f D r /Jldy i'--14 tt -111C 5 a] Qi'd 1/1(14- a nnr>r 4.l la4e d 3) Pin.'%J-e 0-toJ rIL, of sed /4--1.'0 5r ,/ rsle Date �-� A� T47 Inspector el < SQ REV 10/92 c� -��. .�,„ _.-a.+l.�,,a•'y�'4,:�ti"s�"�Sr-•:r+'��.i`»�''�i44."'l:A'�h.�`�f"''�w��' 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 F 9�F -7F 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, J please contact his office immediately. f ! f� G rl, le- / F I ,u f a.44,cep G! .k Z/ 12V 4 -5- A0A0., ., 4, �v � r/ �� ��a 7r .✓ % ..✓ S � O r .K I,PG4- (-� e- R of C- V _ Date -17::A— — Inspector .z REV 10/92 I r? c ,* CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS LOT # a `�® �`❑ `--`�- `^aM� ���( ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED &= ( SQUARE FEET) CEILINGS ( SQUARE FEET) ••• ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS FORM BATTS FORM BATTS & BLOW FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.O. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE INSTALLED APPLIED THICKNESS R - VALUE INSTALLED APPLIED THICKNESS MIN. INSTALLED WEIGHT PER SQUARE FOOT R - VALUE INSTALLED APPLIED THICKNESS -2012 Y4 KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FIBERGLASS FORM BATTS R VALUE MANUFACTURER OCF AIR INFILTRATION SEALANT MATERIAL [Z -01I MANUFACTURER W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE —INSULATION CONTRACTOR TITLE MANAGER DATE Tj -�2,'7 -cff SIGNATURE—GENERAL CONTRACTOR TITLE DATE REMARKS: SIC -303 BUILDER COPY - . - -- - `� .. ,..���`Xrf"�';�t.�r�`c:fi.,-�:�1r"4'�i�,,,v'tq,.,.��,.+4_����r+�J+'�d1i"1,.�� R`�`".�5'r."'.`�n`�rxr""+►�•r+,�Fvs+.+�r-r+•.Sx'«-�l•Yn..,�rar»•�..rc�.rrt.�-... �..••,.•--,•-�l•;y, t"+r''+" r . School District A.P. Number Property Owner Property Location/A( Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) 0/4 } ! G V/J O Building Department No. 6 1 I— Jurisdiction: City;;%� County I ^�E. �,1AQ17LA_-_ ESTATE Lot No. �f Residential Development No o Living Units Commercial/Industrial ....................................................................................................... Sq. Footage Mobile �Home Addition/ *Supplemental to (Group R) Installation Conversion Permit # '(No foundation inspection)' u u New Addition Bui in'g Department Representative Sq. Footage (Including Exterior Rooted Areas) 04 Date • moor manes reviewea Dy Jcnooi uisinct rersonneu District Identification No. 990089 chool District certifies that l G; t 0 f (Applicant) -_I? D 8 (Street Address) r (Phone Number) (City) ., r l (State) s (Zip Code) has complied with the requirements of Resolution No. 4, ,• by payment of $ Is, % J representing square feet AB 2926S FULL I(1ATION i School District Representative o Date. Paid by Check # � Remarks:I�� (l2—Ih(n 7 1 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Fbilure to submit a timely written protest will prohibit YOU from challenging the imposition of the feel in any court action. 1 If; subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), his pr toject may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.x)s (10/98)dmm M LAND DEVELOPMENT OROVILLE / CHICO � _ �J ` BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. ! RS NAME �I/' (f C��i-� V `�I NUMBER! PRINT LAST NAME FIRST ADDRESS / LOCATION: COUNTY ZONING DESIGNATION: r__ V I--, FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY O DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITIONS: LEGAL ACCESS REQUIRED: YES NO YES NO MAP INFORMATION:. MTom( 0/4-r- 5 C=5�-'k S DATE OF RECORDING: Z 2 19 LOT Z_ BOOK 5 PAGE b- (v COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B.. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. )�,7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 1 . S 1 S M �� - X012 Go1�1,71 T-1 _ 11. Pay T.D.D.'(Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-365-761o. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. —19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. – 'AIO 1N3Wd013A30 dNVI 31MG :10 AINf100 666 E ` Nar C13AI303H LD 6/98 FORMS\BLDG PERMIT CLEARANCE s -" COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT N 76" (Rev. 12/96) APPLICATION AND PERMIT � %7---_- ASSESSOR PARCEL NUMBER 041-640-002 ZONING BUILDINGPERMIT OWNER PETE & SHELLY EBERHART TAg1`2!908O SO. FT. OCC. BUILDING VALUATION 60 3240 . OWNER'S MAILING ADDRESS 14052 TEMPLE CIRCLE, MAGALIA CONTRACTOR'S NAME JEFF HORTON TELEPHONE CONTRACTOR'S MAILING ADDRES$l4862 COUTOLENC ROAD, MAGALIA CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER NORTH STAR ENGINEERING LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAI41a(a Aj�Qq�$S ARATION DRIVE, CHICO L1 11�1�.L Plan Checking Fee $ 4095 BUILDING ADDRESS 3589 LONNIE LANE, ORO Energy Plan Checking Fee $ PERMIT FEE $ 123.95 LAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pum p 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: ADDITIONS 6 X 10 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 49 Lic. No. t> % G 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. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) c -O I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fortwith comply with provisionsThis X 1 /those- � Date / /a' L7 t / Signat4iiI of t9pplicant - ❑ 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 lOooA 46.00 NEW CONST. DWEWNG OCCUP. DWE200ALLING OR ADDNS. ( 8 ACC. BLOS. SO 3.50FT. rOµA°SID. MULTI -OUTLET CIRCUITS @7,50 POWER APPARATUS 8 SINOLi OUTLET CIR. L .00 EX. Occup. OUTLET OR FDRURES SAL @ .w Ex. Occup. ..ED 3RESIDOEA 5.00 5,00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 95-00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspectin Fee $ Corsi. PE TOT L FEE $ 148.95 HAL I D. FEES IMP FLOOD i CDF PARCPD -- HD y ISS 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 to /© D 9 9 PERMIT EXPIRES ON b Dat Receipt No. 95 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT FI COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT O. (Rev. 12/96) APPLICATION AND PERMIT ��- IZ� ASSESSORPARCEL NUMBER 1 D d ZONING BUILDING PERMIT OWNER TE " O r SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME T NE CONTRACTORS MAILING A2RN CONSTRUCTION LENDER LENDER'S MAILING ADORNS Fireplace Total Valuation $ ARCHITECT OR ENGINE LICENSE NO. Filing Fee $ 20.0(] Permit Fee S ARCWrECT OR ENGIN NLi ,, I Plan Checking Fee $ G BUILDINGADDRESS • Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome O Other Each 7.00 Solar or he�aa!!Eymp water heater 23.00 Water piping 15.00 Each gas water heater or t 15.00 TYPE OF WORK New O AdditionRemodel ❑ U6Gties ❑ Installation O Other ❑ Describe Work: Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W Q20. PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service pw on Lss 23.00 - — --- ` / l V Main Service 200A TO IOWA 46.00 NEW CONST. DWELLING o 7. OR ADONS. ( 8 ACC. BLDSUP. S. 3.5QF CONS . MULTFOUTLET NON-RESID. @7.50 PSWGLOWER APPARATUS 8 E OLIrLET CI0. Ex. Occup. ovnzr OR FO(TURES 20 I'00 LNL. .SO Ex. Occup. o SA M .0E. 5.00 , Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee S Energy Inspection Fee $ cc CONST. TYPE TOTAL FEE$ I HAZ. 0. FEES IMP FLOOD CDF PARC0. I PO HD ISSUE 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 Date PERMIT EXPIRES ON Defo 99_ 0078' INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DMSION, OROVILLE FROM: �caft l��c�a,- , ENVIR. HEALTH, CHICO DATE: 9-30-9.9 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: Eberkar+ SEPTIC: WELL: Aft X41 - (o 4.0 - OOZ- ADDRESS/LOCATION: La 24 Locant"e_ E -n Comments•_ k'lia . GUmemos/roleasehold , , FROih Horton Costruction 041 V- ko FAX N0. 873 9488 Jan. 15 1999 11:30AM P3 -o0 /U iE N )f Cwcoy CA APPFOV -L) Butte County Environmental Health ®ate i Signature 14 -7 NO 'd 2818 668 CSS '131 ON 11301 tS: t1 U1,K) 6i ,6i- "Op School District A. P. Number Property Owner Property Location/0 Subdivision I(o-of3 BUTTE COUNTY SCHOOLS IMPACT FEt CERTIFICATION FORM (One form pewo rBuilding) Je Building Department No. Jurlcdiclion: to F-7 City r-1;;;;County _........._ ..........................._..r v J Residential Development $q. Footage No o Lliving MoblleOHome _W10 AddltioN 'SuDptcmcn 1 to �t�Q (Gro p R) Units Installation i Conversion Permit fl t -W/0 *(No foundation Inspection); Commercial/industrial O O New Addition 9uflding DepartmenTRepfe-eental District Identification No. Sq. Footage (Including Exterior Roofed Areas) Date irrow none reviewntl oy ,Criool DlatnCt Personnel) 0000211 School District certifies thatkFT (Applicant) has complied with the requirements of Resolution No. representing School District Representative square feet. (Phone Number) 1:x11 (S�alcl 12iy Codo) f1��//►►--�� by payment of $ `� S • UV AB 29211 i FULL Mr71G4710M : q Delta Paid by Check !r „� Aemarke:Yj>�d' 1 P� I�T1/ LNtllj�G�S Notice: You may protest the Imposition of the fees identified above by submitting a written protest to the District. in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School Disttict Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this project it; being reviewed under the California Environmental Quality Act ICEQAI. this pro,eet may be subject to additional school fees to fully mitlgate its Impact on the school district's schools. r��.irai+r rw.ra� ��� �rr��w>•+r White tapphcantl, Yellow (building department), Putk (School diStricil tootorm.xis Ito)99)emm 100 'd 1808 668 H3131 ON NMI 0:60 M1)66,90-100 OL- BY: J rip, Nwt ARATION DRIVE DATE. 711 I� 20 DECL ENGINEERING cHlco, CALIFORNIA 95973 JOB N0: � L- 7 3 530-893.1600 PAGE OF Civil Engineers • Planners -Surveyors FAX 530-893-2113 PF1-- 17LA tJ. P,AFTt�9..n � FL -A IJ 2x dG< ooc' --�2 �G- NO ra-C ' RECEIVED NORTHSTAR ENGINEERING 20 Declaration Drive JUL 16 1999 Chico, CA 95973 (530) 893-1600 BUTTE COUNTY FAX (530) 893-2113 BUILDING DIVISION _ REVISED STRUCTURAL CALCULATIONS PROJECT J EFF H -d P—Tc, G E JOB ' NO . LOCATION L I C E S A pV L a DATE .% CODES: Uniform Building Code, 1994 Edition AISC, Manualrof Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500,psi @ 28 Days Masonry: f'm = 1500 psi _ Mortar: f'c = 1800 psi, Type "S" Grout:: f' c = .2500 psi @ 28 days ONge. Steel Reinforcing: A-615 Grade 40 for #4 and smaller Q�pFESS/ p M. R/�4_ A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Co c�, F Steel Pipe: ASTM A53 Grade B C W 3590 Steel Tubing: ASTM A500 Grade A or B achine Bolts, Anchor Bolts: ASTM A307 Grade A 0/ ood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 civil- Beams & Stringers, Posts & Timbers: D.F. #1 9jFOF Plywood: A. P.A. Rated Sheathing, Grade CD, UBC Std 25-9 CAL�F�� OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: 'Roof Live Load: 6 psf Floor Live Load: 4-o psf Seismic Zone 3 Wind Speed: mph Exposure: G Method 2 used unless otherwise noted. Allowable Soil Bearing 40co psf Pr1Z SAILS IZ E✓ Pa {Z� ARE SPECIAL INSPECTIONS REQUIRED ? O GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are -not the responsibility of NorthStar Engineering;. Verification of the . soil conditions at 'the project site to determine the expansion index or bearing capacity i!s by others.' Page 1 of 1� F' j • 2 BY: imp DATE: 12 al 8 NofthStar 20 DECLARATION DRIVE JOB No: X4.73 ENGINEERING NO', CALIFORNIA 95926 PAGE 7— OF Civil Engineers • Planners • Surveyors 916-893-1600 .02 .(LEV.,70111 – Sre $.J ` 'r✓� _ ] •_ 5=aft I 7Y-i kitchenxLAUNC_I •. I - ... _. _ .... 6T'n .tp p FAMILY r . >e, GARAGE .. __._..... _._....-. _. . den ... _ ib• �t_ra �y/1..5. ,"' ':,• r.... ~ r ,TJLv -1�� 18.8 10.8 i .•..� 145°. c lw�; „ r� .... ... _._-__.... AD_ _FTG-�-- Q S Al,_ _.__ ._..-__ __..... __.g�—► .FTG .-__c��..�-5-. _- ---._ .._..__. _. ZND.FLrl :- t. QaoFEsS/0 O - .__ 11 •. BY: ri 9— DATE: I 9- vl�CHICO, 20 DECLARATION DRIVE JOB NO: CO 47 3 ENGINEERING CALIFORNIA 95973 530-893-1600 PAGE 3 OF Civil Engineers* Planners *Surveyors FAX 530.893.2113 T. h -7/Z)-. , -NZ= < 44z 2- 4-' 2.1.15 --►Ni<.: 4-88 , rz- 5 qTF �F C A04