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042-130-047
F , BUILDING VIOLATION LETTER SENT 30 DAY: ' BUILDING VIOLATION LETTER SENT: 10 DAY: 7 3� 042-130-047 02-1324 CASEY, Judy 2854 West Sacramento Ave., Chico Cont: North Slate Pump Electric Services Changge/SP 042.130.047 02-2f83-, 2/� CASEY, JUDITH 2854 WEST SACRAMENTO, CHI`\r3 CONT: HANSON CONST. I DEMO 042-130-047 02.1814 �MALED� CASEY, JUDITH 2854 W. SACRAMENTO AVE., CO� CONT: HANSON CONST GARAGE 02.1815 INA►�3 p42.130.047 CASEY.) CRAME�O A CONT' NANSON COSEST REMODEL EX HO 042-130-047 03-0570 CASEY, JUDITH 2854 W SACRAMENTO AVE, CP�N Cont: HANSO N CONST. WATERLINE �1I 31 oil i 042-130-047 ` ' 02-2822 CASEY, JUDITH! 2854 WEST SACRAMENTO, CHICO CONT: HANSON,CONST. DEMO v COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 n 7 , P,Enn►N _ (Rev. 12/96) APPLICATION AND PERMIT �r ASSESSOR PARCEL NUMBER 0442-130-4047 ZONING A r - BUILDING PERMIT OWNER S TELEPHONE n C 74 # SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 216.5 AK WAY, CHIM CONTRACTOR'S NAME:[IT, ELEPHONE 0)1 ! ol) CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 7R54 W M. SACRAbO M__ Plan CheckingFee $ BUILDING ADDRESS r Energy Plan Checking Fee $ $ PERMIT FEE $ 35.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DII40 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 500VOR LE Main Service za.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. 01 (". Lic. No. N - License Class • OWNER -BUILDER DECLARA I 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. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service To L 46.00 W:U200A NEW CONST. DWEWNG OCCUP. SO U OR ADONS. ( a ACC. BLnS. 3.5QFT. T. NOµq°ESID. MULTI.OUTLET @7,50 POWER APPARATUS a SINGLE OUTLET CIR. OUTLET OR FDS R, Ex. Occup. BAL p':w Ex. Occup. ouMTELETS AEsID.°ea 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 ; t Policy Number l Nil i'. ` f` 7 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. y Date 1 f ?l/�.= Signature of Applicant - ❑ Owner ©Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 35.00 HAT. D. FEES IMP FLOOD CDF PARCEL PD HD 5�C1E This.,permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work f -J indicated ab e o whic' fees have been 7�ltql� By Date PERMIT EXPIRES ON -IL Date rReceiptNo. 353938 $35.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT _.r DOTES 2'13- v`17 PERMIT NO. li� 1 I — rl, O off- l F/Z f 0 3 - 0 570 twrpt 614" 1 05 SPECIAL CONDITIONS `r CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address f GAS Meter By DataiLLSO ELECTRIC ! Meter By Date tJOB FINALED ) � I Signature J=OK 0 = Not OK . = Not Readyable Card B-1 Date Card B-1 MOBILE HOMES, - Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements-Setbacks-Easements Gas; MH Test -Demand -Valve -Connector 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location-Test-Fall-C/O-Concrete Water; MH Test -Regulator -Connector 4. Water; Location-Test-Easement Needed (Sketch) 8. Gas and Electricity Tagged 5. Electricity; Location-Clearances-Grnd-/ ' /Amp-Concrete Exits; Insp.-Sketch . 6. Gas; Location-Test-Wrap;-/ /" L'ft. / • /' Nat. or / /" L "ft./ P LPG Braced Wall Panels 7. Well Clearance & Disconnect 8. Utility Clearance -7. Water and Sewer" Connected 8. Gas and Electricity Tagged Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged -9. -Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch . 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. 1. Zoning Requirements -Setbacks -Easements 6. Carports; Windows -Doors 2. Footings; Size -Spacing -Marriage Line 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 3. Blocking Siding; Nailing -Veneer -Stucco -Mesh 10. 4. Gas; MH Test -Demand -Valve 11. Ext.; Steps -Doors -Landings 5. Electricity; MH Test Braced Wall Panels 6. Water; MH Test -7. Water and Sewer" Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date - Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK Not Applicable . = Not Ready Date OK RESIDENTIAL (Single & Dupl t #'s I Date FRAMING t2iFt .;)Aain; Soils-Elec. Grnd.-/ f Ftg. Depth arage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 'rches & Decks; Soils -Steel-/ P' Ftg. Depth mw.ails, Main; Steel- Blockouts- rapped ea/Hold Downs and Special Anchors 7. Sl4ba Steel -Wrapped iers-Fire lace Ftg.-Steel 9. PAM.; Fall -Fitting -Test -2 Way C/0 -Se est 1 PAF, Gas Pipe; Size Anchors -Yard G Piping; Size Te t 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date rf7 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBI (Permit) OK except #'s Date 7 t�r,Htr.; Vent -Access -Combustion Air Baffle Date er Pipe; Test & Anchor -Nail Protection Date MECH 1 AL (Permit) OK except #'s D.W.V.; Test Fittings & Anchor -Nail Protection A.0 cts Insulation & Support 2QiS`hower Pan; Test, First Floor -Tub Access ent -Exhaust above insulation 21. st Tub & Shower, Second Floor -Tub Access o ens td'Drain &Overflow, Size &Grade 22' -Gas Pipe; Sixe & Anchors urpee'-vent Access -Comb. Ait-Return Air Vent 115 Outlet 23. Fire Sprinkler; Test is Access & Platform if Furnace in Attic Date Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date ELEC CAL (Permit) OK except #'s 4 F re & Tramifformer Clearance -Ins. Protection (44,/Draft 25 -Receptacles Spacing -Lights & Switches at Doors 26!Sjpw'Boxes & No. of Conductors Stapled om x' gialled Close to Edge of Studs & C.J. Ground made up w/Mech Fasteners -Bond Gas & Water- A fiance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /g C r AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/, qlgVAf AI -Oven Circ. / /ga Cu or Al Insulated Neutral 9 -fes O No 32. Se e;Riser Conductors & Ground Main Disconnect 3 ._Efearances Panels-Motors-Mech. Equip. 34!C es Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECH 1 AL (Permit) OK except #'s A.0 cts Insulation & Support ent -Exhaust above insulation o ens td'Drain &Overflow, Size &Grade urpee'-vent Access -Comb. Ait-Return Air Vent 115 Outlet is Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMI Permit) OK except #'s 4 i roper Materials & Anchors 4 s Studs -Nailing Spacing & Braces -Plates -Sound (44,/Draft Baring Walls over Girders & Floor Nailing S in Walls (rat proof) 4 . 'Fi,rpetops, Furred Ceilings -Stairs -Chasers -Tubs 4LAeaders & Beams -Size & Bearing 40.0; irtf. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. FireB�es or Type A Flue -Fireplace Throat Clearance ; iSACcess; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or. Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Li a Firewall & Openings 54. Ext. ors -One 3' -Check Garage 3rd Story, 2 Exits 5 : air Width -Headroom -Rise -Run -Landing -Fire Protection 5 ywood on Roof Overhang -Attic Vents -Rafter Outriqqers 57. Siding-Naijinq Veneer 1 1 58. StucS.VMesh-Drip Screed -Fd. Vents- Underflr. Access mg Area -Glass Protection -Skylights -Plastic 6>. -"Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation-Walls-Cp Angs 63. Infiltration -Wal ows Dat - -Q Card B-1 Date Card B-1 Date Card 5oor Date Card B-1 Date F tans) OK except #'s . -t. Steps -Door & Sideliaht Protect' n -Landings 29,ofurnace Vents -clearance -Comb, Air -Connector - In Gaffe; Above Floor-Ducts-Mech. Protection 68!G.F. Bath Fixtures & Tub Access -Spa rm-& Subpanel, Breaker Sizes & Labels 7 St ' &.Rails Ll Fi ,Place or Stove, Clearance -Hearth 7 lec. Outlets at Wood Panel, Int. & Ext. 73_KirF . & Appliance; Ground -Air -Gap -Cooking Clearance 74-E468. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A. uct in Garage -Damper Ht ; Vents -Clearance -Comb. Air Connector-P.R.V. intr. rage; Above Floor-Mech. Protection Mec.: Equip. Listed for Location 79-Ereece cies in Garage (FF.I.)-Romex Protection 80 sul n- Foam- Looked in Attic 8 Rails & Deck Construction -Post Caps 8 � . Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked underF,�r 0 Yes 8 ollowing Instld./Drive es 0 No/Walk 0 No/Planters rY17.. O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Ex for Elec. Trim, G.F.I. Receptacle -Underground ,e *fMttion Throughout House 96- Glass Protection c. 91. C ctions from Previous Inspections 92"bas Test -Meter Tagged, Gas -Electric 93. Water & S er Connected -C/0 to Grade -HD Approval Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkle Date Card B-1 Date Card B-1 Date . d Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J COUNTY OF BUTTE -BUILDING DIVISION. 5- t t L t DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 - 51 7 County Center Drive -.Oroville, CA 9 (530) 538-7541 CORRECTION NOTICE OA -ER 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. 51 INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING,DIVISIQY, OROVILLE FROM: ENVIR. HEALTH, CHICO DATE: RELEASE ENV. ' HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAMEr SEPTIC: `� WELL: AP#: _ D � �3�-� � ADDRESS/LOCATION: c% .S-tl( Comments: GUmemos/releasehold ' COUNTY OF BUTTE ..,. ,-,*,,, BUILDING DIVISION_ ........ DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA * (530) 891-2751 7 County Center Drive - Ciroville, 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. 4 7o P .AIA! VI Y Htl&, 11,V1 7 0 V 7- 6 e lVdlk-I 0 'a .;� - -1.. N 7V .COUNTY OF BUTTE.. f BUILDING DIVISION., DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet - 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 contt"this office immediately, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT S"/� SESSOR PARCEL NUMBER 042-130-047 ZONING A-5 BUILDING PERMIT ER CASEY JUDITH TELEPHONE 895-3632 SO. FT. OCC. BUILDING VALUATION 2404 R 129,816-00 .OWNER'S MAILING ADDRESS 2165 OAK WAY CHICO CA 95973 109 0 1 756-00 CONTRACTOR'S NAME HANSON CONST. TELEPHONE C 6,682.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER - Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $776.00 ARCHITECT OR ENGINEERS MAULING ADDRESS Plan Checking Fee $504.40 BUILDINGADDRESS 2854 W_ SACRAMENTO AVF,-, CHTCO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 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 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 8.4 Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VOR LE Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 43--r-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.) ATI -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 wit th provisions. X Date 7 i� Z. _ Sig re of Applicant �-.49Contractor ❑ Agent An SHA permit is required for exca tions over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To +000A 46.00 NEW CONST. DW EWNG OCCUP. SO OR ADDNS. ( 8 ACC. S.3.5¢FT. 84.15 Noµa°ES,oT. MULTI.OUTLE1 97.50 APPARATUS S SINGLE OUTLET CIR. OUTLET OR FIXTURES 20 Q 1.00 Ex. Occup.aAL 9 .so LNS OP Ex. Occup. ORxUTIEEDTSA q 6.) Ep 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $1-04-19 MECHANICAL PERMIT Fling Fee 20.00 Heating 20.00 Cooling Hood 6.50 Ventilation 4 90 90 PERMIT FEE $ 85.00 Mobile Home Installation Fee $ Energy Inspectioq Fee $ 46.00 o cD TTM ITOTALfEt$ 99 X NA2. �. D. FEES IMP DF PARC PD This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do indicated above for which fees have been paid. By D to PERMIT EXPIRES ON 1 4 Date work 0 Z Receipt No. 353943 5MW WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT E.H. USS ONLY - Plot Ran Attached ^` "o-200 Real Ran Attac9 d, Sona to B.D. i It O: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance O er Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for d elling. Other Final clea NOTE: n k fnr- 2a�� -/ I I /40A/0 a Environmental Health Specialist Date 8/96 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION *WNER: 7 County;Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET dlk 0-AIS19L4ASSESSOR PARCEL NUMB -ER Proposed Building Use: 6 � d . 16a W Counter Technician: ~ I p Date: `CJ o Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 11.. Plot plans, 3 or 4 sets, sig nedy the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. W11 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in dual Bate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan- review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By [ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Ili 4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 15. Statement of Intent for Non -heated and A/C ��* Buildings ...................................:. �...... _�s—�� oto a, J16. Sanitation and plot plan approval from the Environmental Health Department'i _ . �jy�J�- r`1? ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: i' ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ;.. ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of t e bove items and requirements for obtaining a building permit. Applicant: �/ji A-l� D 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cfthe above data by ❑ne, ❑ mail, '❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counterDate: Plans reviewed by: Ot Date: Plans approved by: I Date: o Structural reviewe Date: U L Structural aRproved by: Date: 04 Note transfer by: Date: Yellow: Buildine Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 'S �V) L � SCHEDULE OF FEES DUE OWNERAC�-r� 4— j PR D BUILDING USE ly pi 1 675 3 RECEIPT # BUILDING PERMIT FEES Balance Due ....................... $ , . V 161100 x 1 1, A.P. # 2- /30 �/ / DATE Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ........ ....$ SCHOOL DISTRICT FEES N I GO �(/11d�! ell 5,TrY)), ((paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the pla/ cjlecking process. APPLICANT DATE ZO 0— Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) E.H. USE ONLY Plan M02 Artashod I Ftcca P9an Atasslead sena to TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Q rip- S2, 31, 7 Owner Location AP# Q0 Plan Approved for: Sewage Disposal Water Supply: Public Private Well I Clearance for dwelling. Other N Q6 Ile bj/ AX . Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 t PERMIT APPLICATION DATA SHEET 'OWNER: /4 56 V�/ � %f� ASSESSOR PARCEL NUMBER 0T0?^ (;?©_0 Proposed Building Use: A4171 -OW f_A Wl L Counter Technician: P, Date: _ Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in o &14.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 7 to apply. 17X%2. Complete plans, 3 or 4 se signed by the preparer of the plans. 3. Engineered plans, 3 or 4 set with wet signature on plans AND 2 sets of stamped an/neda ons. 4. Engineered truss details and I outs in duplicate. No faxes! 015. Energy compliance design and pporting documentation in duplicate. ❑ 6: Manufactured homes: (A) Data s eets and installation instructions, (B) Marriage linFloor Plan, (D) Tie down or foundation plans, all in duplicate. ❑7. Metal buildings: (A) Metal Buildin Plans, (B) Foundation plans and calculations inevation views in triplicate. - (D) Floor plans in triplicate. All oft ese must be stam ed and wet-si ned b the en Items required for initial plan review. If c eeked items have not been received,/d. review cannot proceed. The permit will be indexed and returned to the plan review line up when required items are receiv . Date Received By 8. Flood Elevation Certificate, wet -stamped a d signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs ................................... ❑ 10. Letter of intent for non-residential buildings....................................................... ❑ 11. Detached Accessory Building Form filled out the owner .................................... ❑ 12. Hazardous Material Form............................................................................. ❑ 13. Other Remaining items needed to issue the permit. (May reXDraina ditio al plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees t ...................................... ❑� 15/Statement of Intent for Non -heated and A/C Buil..............................�.,// ❑''16. Sanitatiori'and plot plan approval from the Envirealth Department in r/ %� Z ❑ 17. City of Chico Plumbing permit............................................................... ❑ `181 California Department of Forestry plan approval Se t by: ...................... ❑ 19. Planning approval for (A) Use: (B)Park(C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvemeraina❑ 21. Encroachment Permit for driveway from the Pubs Dept. construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Na e Style, Classificat\Owner, .................. ❑ 24. Worker's Compensation Carrier and Policy N ber..............:..................... ❑ 25. Owner -Builder Verification (❑ Given to own r, ❑ Mailed to owne.............. ❑ 26. Letter of Signature authorization.......................................................... ❑ 27. Recorded copy of Agricultural Acknowled ment Statement ............................ ❑ 28. Manufactured home utility clearance..................................................... ❑ 29. Existing violations and/or expired permi................................................ ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statemen of Facts, ❑ Letter from Leger, ❑ Check to H.C.D. $ ❑ 31. Other: __. When issued Telephone and hold r pickup. I have been informed of the above itemsfind requirements for obtaining a building p`grmit. Applicant: Date: O 1. Index pe2iapplication for the ab ve it s numbered: O' Plan Check Letter 2. Additional items required Contractor, designer, owner, was a vised of the above data,by ❑ phone, '❑ mail, ❑ counter, y Date: Contractor, designer, owner, as dvised of the above d a by ❑ phone, ❑ mail, ❑ counter, b E Date: Plans reviewed by: _ Date: D Plans approved by: Date:_ Structural reviewed by: .''Date: Structural approved by: Date:_ Note transfer by: '. Date: rr,,-; Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE PROPOSED BUILDING USE " vN IMU aN v 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ Revised Plan Checking Fee .......................:..:...... $ 2. SCHOOL DISTRICT FEES 7CQ (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) Sq. ft. 4. URBAN AREA FEES x $0.03 = $ Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # Oyo? / O DATE 7-9— R RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Gov mens Code Section 66020, you a hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on yo project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements fora protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) `COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. �: r i - PROPOSED BUILDING USE Z L.-.111- BUILDING PERMIT FEES --Balance Due ........................................................ $ / �. --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ '--Revised Plan Checking Fee ................................. $ J t 2. SCHOOL DISTRICT FEES, 61710 (paid at District Office) 3. SHERIFF FEES (paid at Building`Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft.� 4. URBAN AREA FEES Residential ............................ x _ $ # Units `Amt. ~' Commeroial-Sq ft x �'� _ $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES `R 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) ' 1 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) r 8. WATER TENDER FEES (Battalion ,# ) $200.00 (paid at Building Division) f 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) A.P.#�7�-1 0 -OK/ DATE 7—q— R RECEIPT # DATE REC. 10. OTHER 11 i 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. L z:-- APPLICANTC1 � DATE Pursuant to Gov//e nment Code Section 66020, you a hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and z1above may have been imposed on y 3 1roject. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00 I p b 1� School District A.P. Number 'fire' + BUTTE COUNTY SCHOOLd IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. Jurisdiction: City County Property C+wner Property Location/Address r - Subdivision Lot No. ................................................................................................................... 9 Residential Development Sq Footage No of Living Mobile Home AddRioN •Supplemental to + I�l/y�" Group,,,R Units Installation Conversion Permit # '7�%ll i `.. foundation inspection)_ Commercial/Industrial % ` " ' �; ~' e r �_ Sq. Footage New Addition (Including Exterior f M nC n Roofed Areas) VW Y l l �0 Building Department Representative (Floor Plans reviewed by School District Personnel) District Identification No. C1V . // 1 � l ' School District certifies that J ay ,J (Street Address) N (city) ` has complied with the requirements of Resolution No. /- representing + square feet. School District Representati a Paid by C eck-# ' Remarks: Date C (Applicant) "'' (Phone Number) ` (State) (Zip Code) i O by payment of $ AB 2926 $ FULL MITIGATION S iW l •,fie»/// Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government. Code Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging. the imposition of the fees in any court action. ' If, subsequent to the School District Representative signing this Butte County Schools] mpact Fee Certification Torm, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project 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.xls (10198)dmm n, -�� PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be -able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plandcalcs. 'ATTArW TI4TC F(WU Tn A rnDY nF vn1JR Dr AN RFVTEW LETTER AND RETURN WITH -REVISED AND ORIGINAL PLANS OWNERS NAME DATE: J .� u�- COMMENTS*,, 6 �•••,c C s^o a � l � K s I^o - v c ASSESSORS PARCEL NUMBER PERMIT NUMBER D4 Z- 3 0 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS*,, 6 �•••,c C s^o a � l � K s I^o - v c PLAN CHECK 'r# RESPONSE BY: nn LOCATION ON PLANS/CALCS: COMMENTS: f (^ t Nti 4 PLAN CHECK ITEM # RESPONSE BY. ct . LOCATION ON PLANS/CALCS: COMMENTS: Lw Q. C --a( C- 't PLANCHECK ITEM ST e RESPONSE BY: LOCATION ON PLANS%CALCS: COMMENTS: PLAN CHECK ITEM # °" 5Tzy L RESPONSErBY: LOCATI N ON PLANS/CALCS: COMMENTS: --i7i, Pisa MEW r7 1 IM, 1. ROOF 2. CERM eaR ar ehrdaetlj�et. �,. �.o Goose FS Type Cotes aun. dvolRsq. t P Nam Theme woe (R-VMm ow d Now e all- Thood ) Eh� Ntmtte .la6ns 1ure Ff ; bhatedwaitperapmtatoadb a' ft%%W & EXTEOR WALL 771-1 Realme & FOLMMTM watt amd Hum johm NMM /3 ( tmdtool I - johmmemom- , , (R-MA")lei •. t . 11112TY11111191 �wic• � tJ1A 111S X52, . A PILI J9rr.� --- - Certificate of Conformance Certificate 054076 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species 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 Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. LL7 011A CP0.0 �? 410 c"= SEAL = 3 = Z• - %y � ti 481HI IN by — 4L I A&,'. 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 98411-0700 Telephone: (253) 565-6600 - Fax Number: (253) 565-7265 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: - BUILDING OWNER'S NAME Policy. Number. CA5E1? BUILDING STREET ADDRESS (Including Apt., Unit. Suite, and/or Bldg`No.) OR P.O. ROUTE AND BOX NO. Company NAIC'Number n A��1 r N--- G1%i NAM..- K.•w CITY STATE C1 ZIP CODE Q �� PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) W. BUILDING USE (e.g., Residential, Nonresidential, Addition, Accessory, etc. Use Comments section if necessary.) LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 1_I GPS (Type): ( W - ##' - ##.tdr or ##.#####*) �_� NAD 1927 (-1 NAD 1983 L__I USGS Quad Map I—I Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFI COMMUNITY NAME 8 COMMUNITY NUMBER I B2. COUNTY NAME B3. STATE U u CA L84. MAP AND PANEL B5. SUFFIX 86. FIRM INDEX B7. FIRM PANEL 88. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) (000:�Coqt G v t$ 1 I ' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 1 J—J FIS Profile I -J FIRM 1-1 Community Determined I)Q Other (Describe): g.e.� B11. Indicate the elevation datum used for the BFE in B9: MI NGVD 1929 I—J NAVD 1988 J—I Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I—J Yes J No Designation Date: 14K SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: L_JConstruction Drawings' I—(Building Under Construction' XIFinished Construction 'A new Elevation Certificate will be required when construction of the (wilding is complete. C2. Building Diagram Number 91%_ (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations –Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for•the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum 6 v b ZA Conversion/Comments %y t a �k.%, }"A M Elevation reference mark used %M W y L S ' Does the ellivadon reference mark used appe ❑ a) Top of bottom floor (including basement or enclosure) 1 SS fL(m) m ❑ b) Top of next higher floor _ fL(m) e ❑ c) Bottom of lowest horizontal structural member (V zones only) _ . _ fL(m) e o ❑ d) Attached garage (top of slab) _ ft.(m) E ❑ e) Lowest elevation of machinery and/or equipment servicing the building 15- iB ft.(m) E ❑ f) Lowest adjacent grade (LAG) I S y S ft.(m) z' N ❑ g) Highest adjacent grade (HAG) ft.(m) ❑ h) No. of permanent openings. (flood vents) within 1 fL above adjacent grade �J ft%" • J ❑ .i) Total area of all pennanent openings (flood vents) in C3h 11,440 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A. B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. IMPORTANT: In these spaces, copy the corresponding information from Section A. For. Insurance Company Use: BUILDING STREET ADDRESS (Including Apt.. Unit. Suite, and/org. No.) OR P.O. ROUTE AND BOX NO. Policy. Number Id CITY STATE ZIP CODE Company NAIL Number C )'N Lo CA SECTION D - SURVEYOR, ENGINEER OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUoompany, and (3) building owner. 1-1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E3. If the Elevation Certificate is intended for use as supporting infonnafion for a LOMA or LOMB -F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is ff_Jal ft -(m) �= }in.(cm) 1\1 above or 1,—) below (check one) the highest adjacent grade. E3. For Zone AO only: if no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1-1 Yes 1-1 No 1_1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1-1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the communitys floodplain management ordinance can complete Sections A. B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation. that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 A community official completed Section E for a building located in Zone A (without a FEMA -issued or communitossued BFE) or Zone AO. G3. t-1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G7. This permit has been issued for. ' LJ New Construction 1_1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft- (m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments PPUA Plwm R1 Z1 Al Or, QQ RFDI Ar:FC At 1 PRFVIrII m ;=niT1r1NC I Combination Roof and Floor Beam[ 97 Uniform Building Code (91 NDS) 1 Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect on: 10-10-2002: 09:42:03 AM Project: CASEY - Location: FLUSH BEAM OVER NOOK Summary: 3.5 IN x 11.875 IN x 9,0 FT / Versa -Lam 2800 Fb DF - Boise Cascade Section Adequate By: 116.0% Controlling Factor: Area/ Depth Required 8.3 In Deflections: Dead Load: DLD= 0.06 IN Live Load: LLD= 0.09 IN = U1145 Total Load: TLD= 0.15 IN = U704 Reactions (Each End): Live Load: LL-Rxn= 2808 LB Dead Load: DL-Rxn= 1761 LB Total Load: TL-Rxn= 4569 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 1.45 IN Beam Data: Span: L= 9.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Non -Snow Live Load: Roof Loaded Area: RLA= 171.0 SF Live Load Method: Method = One Roof Loading: Roof Live Load -Side One: RLL1= 16.0 PSF Roof Dead Load -Side One: RDL1= 10.0 PSF Roof Tributary Width -Side One: RTW1= 15.0 FT Roof Live Load -Side Two: RLL2= 16.0 PSF Roof Dead Load -Side Two: RDL2= 10.0 PSF Roof Tributary Width -Side Two: RTW2= 4.0 FT Roof Duration Factor: Cd -roof= 1.25 Floor Loading: Floor Live Load -Side One: FLL1= 40.0 PSF Floor Dead Load -Side One: FDL1= 10.0 . PSF Floor Tributary Width -Side One: FTW1= 8.0 FT Floor Live Load -Side Two: FLL2= 40.0 PSF Floor Dead Load -Side Two: FDL2= 10.0 PSF Floor Tributary Width -Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd -floor= 1.00 Wall Load: WALL= 70 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 304 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 228 PLF. Floor Uniform Live Load: wL-floor- 320 PLF Floor Uniform Dead Load: wD-floor= 80 PLF Beam Self Weight: BSW= 13 PLF Combined Uniform Live Load: wL= 624 PLF Combined Uniform Dead Load: wD= 308 PLF Combined Uniform Total Load: WT= 1015 PLF Controlling Total Design Load: wT-cont= 1015 PLF Properties For: Versa -Lam 2800 Fb DF- Boise Cascade Bending Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 900 PSI Adjusted Properties Fb' (Tension): Fb'= 3504 PSI Adjustment Factors: Cd=1.25 Cf --1.00 FV: Fv'= 356 PSI Adjustment Factors: Cd=1.25 Design Requirements: Controlling Moment: M= 10280 FT -LB 4.5 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: V= 4569 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 35.3 IN3 S= 82.2 IN3 Area (Shear): Areq= 19.3 IN2 A= 41.5 IN2 Moment of Inertia (Deflection): Ireq= 166.6 IN4 1= 488.4 IN4 t Combination Roof and Floor Beam[ 97 Uniform Building Code (91 NDS) 1 Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect on: 10-10-2002: 09:31:02 AM Proiect: CASEY - Location: FIDRST FLOOR WINDOW HEADER Summary: 3.5 IN x 9.25 IN x 4.2 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 20.8% Controlling Factor: Area / Depth Required 7.66 In Deflections:. ' Dead Load: DLD= 0.01 IN Live Load: LLD= 0.01 IN = U4262 Total Load: TLD= 0.02 IN = U2632 Reactions (Each End): Live Load: LL-Rxn= 1310 LB Dead Load: DL-Rxn= 811 LB Total Load: TL-Rxn= 2121 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 0.97 IN Beam Data: Span: L= 4.2 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect, Criteria: U 240 Non -Snow Live Load: Roof Loaded Area: RLA= 79.8 SF Live Load Method: Method = One Roof Loading: Roof Live Load -Side One: RLL1= 16.0 PSF Roof Dead Load -Side One: RDL1= 10.0 PSF Roof Tributary Width -Side One: RTW1= 15.0 FT Roof Live Load -Side Two: RLL2= 16.0 PSF Roof Dead Load -Side Two: RDL2= 10.0 PSF Roof Tributary Width -Side Two: RTW2= 4.0 FT Roof Duration Factor: Cd -roof= 1.25 Floor Loading: - Floor Live Load -Side One: FLL1= 40.0 PSF Floor Dead Load -Side One: FDL1= 10.0 PSF Floor Tributary Width -Side One: FTW1= 8.0 FT Floor Live Load -Side Two: FLL2= 40.0 PSF Floor Dead Load -Side Two: FDL2= 10.0 PSF Floor Tributary Width -Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd -floor- 1.00 Wall Load: WALL= 70 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 304 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 228 PLF Floor Uniform Live Load: WL -floor= 320 PLF Floor Uniform Dead Load: wD-floor- 80 PLF Beam Self Weight: BSW= 8 PLF Combined Uniform Live Load: wL= 624 PLF Combined Uniform Dead Load: wD= 308 PLF Combined Uniform Total Load: wT= 1010 PLF Controlling Total Design Load: wT-cont= 1010 PLF Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc 625 PSI Adjusted Properties -perp= Fb' (Tension): Fb'= 1313 PSI Adiustment Factors: Cd=1.25 Cf=1.20 FJ: Fv'= 119 PSI Adiustment Factors: Cd=1.25 Design Requirements: Controlling Moment: M= 2228 FT -LB 2.1 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: V= 2121 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 20.4 IN3 S= 49.9 IN3 Area (Shear): Areq= 26.8 IN2 A= 32.3 IN2 Moment of Inertia (Deflection): Ireq= 21.1 IN4 1= 230.8 IN4 /1 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS sD � Vol (� N i � t^' 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS a � (� N i � t^' "Iro a Multi -Loaded Beam( 97 Uniform Building Code (91 NDS) 1 Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect on: 10-10-2002: 3:12:17 PM Proiect: CASEY - Location: LIVING ROOM HEADER WITH G. TRUSS IN = U50400000 Summary: IN = U2271 3.125 IN x 10.5 IN x 4.2 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 33.7% Controlling Factor: Area / Depth Required 7.85 In Center Span Deflections: LB Dead Load: DLD-Center- Live Load: LLD -Center= Total Load: TLD -Center - Camber Required: C= Center Span Left End Reactions (Support A): 0 Live Load: LL-Rxn-A= Dead Load: DL-Rxn-A= Total Load: TL-Rxn-A= Bearing Length Required (Beam only, Support capacity not checked): BL -A= Center Span Right End Reactions (Support B): PLF Live Load: LL-Rxn-B= Dead Load: DL-Rxn-B= Total Load: TL-Rxn-B= Bearing Length Required (Beam only, Support capacity not checked): BL -B= Beam Data: Fb= Center Span Length: Center Span Unbraced Lenqth-Top of Beam: Center Span Unbraced Length -Bottom of Beam: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Point Load 1 Live Load: Dead Load: Location (From left end of span): Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adiustment Factors: Cd=0.90 FV: Adiustment Factors: Cd=0.90 Design Requirements: Controlling Moment: 2.016 Ft from Left Support of Span 2 (Center Span) Critical moment created by dead loads only on all span(s). Maximum Shear: At left support of span 2 (Center Span) Critical shear created by dead loads only on all span(s). Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): V 0.02 IN 0.00 IN = U50400000 0.02 IN = U2271 0.03 IN 0 LB 2798 LB 2798 113 1.38 IN 0 2657 2657 1.31 LB LB LB IN L2= 4.2 FT Lu2-Top= 0.0 FT Lu2-Bottom= 4.2 FT Cd= 1.00 U 240 U 180 wL-2= 0 PLF wD-2= 582 PLF BSW= 8 PLF wT-2= 590 PLF PL1-2= 0 LB PD1 -2= 2977 LB X1-2= 2.0 FT Fb= 2400 PSI Fv= 190 PSI Ex= 1800000 PSI Ey= 1600000 PSI Fc perp= 650 PSI Fb_cpr= 1200 PSI Fb'= 2160 PSI Fv'= 171 PSI M= 4395 FT -LB V= 2798 LB Sreq= 24.5 IN3 S= 57.4 IN3 Areq= 24.6 IN2 A= 32.8 IN2 Ireq= 23.9 IN4 1= 301.4 IN4 Columnf 97 Uniform Building Code (91 NDS) 1 Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect on: 10-10-2002: 09:49:53 AM Project: CASEY - Location: GABLE END STUD Summary: 1.5 IN x 3.5 IN x 12 FT / #2 - Douglas Fir-Larch - Dry Use Section Adequate By: 32.6% Vertical Reactions: Live: Vert-LL-Rxn= 0 LB Dead: Vert-DL-Rxn= 58 LB Total: Vert-TL-Rxn= 58 LB Horizontal Reactions: Total Reaction at Top of Column: TL-Rxn-Top= 96 LB Total Reaction at Bottom of Column: TL-Rxn-Bottom= 96 LB Horizontal Deflection: Deflection due to lateral loads only: Defl= 0.87 IN Axial Loads: Live Loads: PL= 0 LB Dead Loads: PD= 40 LB Column Self Weight: CSW= 18 LB Total Loads: PT= 58 LB Eccentricity (X-X Axis): ex= 0.00 IN Eccentricity (Y-Y Axis): ey= 0.00 IN Axial Duration Factor: Cd-Axial= 1.00 Lateral Loads: (Wind/Seismic) Loads applied to: (Dy Face) Uniform Lateral Load: wL-lat= 16 PLF Lateral Duration Factor: Cd-lat= 1.33 Column Data: Length: L= 12.0 FT Maximum Unbraced Length (X-X Axis): Lx= 12.0 FT Maximum Unbraced Length (Y-Y Axis): Ly= 0.0 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section (X-X Axis): dx= 3.50 IN Column Section (Y-Y Axis): dy= 1.50 IN Area: A= 5.25 IN2 Section Modulus (X-X Axis): Sx= 3.06 IN3 Section Modulus (Y-Y Axis): Sy= 1.31 IN3 Slenderness Ratio: Lex/dx= 41.14 Properties For: #2- Douglas Fir-Larch Ley/dy= 0.0 Compressive Stress: Fc= 1300 PSI Modulus of Elasticity: E= 1600000 PSI Bending Stress (X-X Axis): Fbx= 875 PSI Bending Stress (Y-Y Axis): Fby= 875 PSI Adjusted Properties: Fbx': Fbx'= 1746 PSI Adjustment Factors: Cd=1.33 Cf=1.50 CI=1.00 Fby': Fby'= 1920 PSI Adjustment Factors: Cd=1.33 Cf--1.50 Cfu=1.10 CI=1.00 Fc': Fc'= 275 PSI Adjustment Factors: Cd=1.33 Cf=1.15 Cp=0.14 Column Calculations (Controlling Case Only): Controlling Load Case: Axial Dead Load and Lateral loads (D + (W or E)) Compressive Stress: fc= 11 PSI Allowable Compressive Stress: Fc'= 275 PSI Eccentricity Moment (X-X Axis): Mx-ex= 0 FT-LB Eccentricity Moment (Y-Y Axis): My-ey= 0 FT-LB Moment Due to Lateral Loads (X-X Axis): Mx= 288 FT-LB Bending Stress Lateral Loads Only (X-X Axis): fbx= 1128 PSI Allowable Bending Stress (X-X Axis): Fbx'= 1746 PSI Bending Stress Lateral Loads Only (Y-Y Axis): fby= 0 PSI Allowable Bending Stress (Y-Y Axis): Fby'= 1920 PSI Combined Stress Factor: CSF= 0.67 ,.s October 11, 2002 Judith Casey 2165 oak Way Chico, CA 95973 � Department of Devel ' hent Services P . Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 042-130-047 Building Permit Number: 02-1815 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: K d venting is not required since the lowest adjacent grade is more than 1 foot above the BFE. e provide a new Health Department clearance since the location of the house is changing. e provide new energy calculations since this is no longer an existing structure. STRUCTURAL COMMENTS: 1. Provide CS 16 straps at upper level wall line 2 top plate splice as specified in the structural calculations. 2. Provide 6' No. 2 shear wall at upper level wall line 2 as specified in the structural calculations. Plans show 3' wall. 3. Provide 14-16d nails at top plate splices along lower level wall lines 1 and 2 as specified in the structural calculations. 4. Provide '/2" anchor bolts at 18" o.c. along lower level wall line 2 as specified in the structural calculations. 5. Provide documentation from the architect stating that he has reviewed the truss package and that it conforms to his design of the structure. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet_for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. ILinaimpson Philo Hunt, P. . Plans Examiner Plan Check Engineer cc: Greg Peitz, Architect loft GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: 0-z -- 1& 15 I have reviewed the truss submittal for the above project and all loading design criteria have been met. GregoryA. Peitz Architect . RESPONSE FOR PLAN CHECK LETTER DATED: �) • lff L PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CA�CS: 2 �� oc.- -fr , COMMENTS: PLANCHECKITEV, RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: i PLAN CHECK ITEM # T e -v C. RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: PIAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEIWW'* RESPONSE BY: _ , LOCATION ON PLANS/CALCS: COMMENTS: - PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (916) 894-5719 Structural Calculations For: C,4s��✓ AR fty �r NO. C 21213 �9 ate. ? 02 BUTT' 6OUNTY BUILDING DEPARTMENT �A%Pv !p o V • LOAD SUMMARY Wind Analvsis Normal force method, exposure ,B, 75 mph wind speed P=CeCgQsI WALLS P = .62 * 1.3 * 14.5 * 1.0 = .0117 ksf @ 15 ft. P =.67 * 1.3 * 14.5 * 1.0 =.0126 .ksf @ 20 ft. P =.72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P =.76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf. @ 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf. @ 20 ft. P=.72* 1.0* 14.5* 1.0=.011 ksf.@ 25 ft. P =.76 * 1.0 * 14.5 * 1.0 =.01 I ksf @ 30 ft. ROOFS 9:12 TO 12:12 P=.62*I.I*14.5*1.0=.010 ksf@ 15 ft. P =.67 * 1.1 * 14.5 * 1.0 = .01 I kst @ 20 ft. P=.72* 1.1 * 14.5 * 1.0 = .0 12 ksf @ 25 ft. P=.76* 1.1 * 14.5 * 1.0 = .0 12 kst @ 30 ft. Seismic Analysis Static Method V = 2.5 CA (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravit• LY oads ROOF LOADS: 10 psf.dead load + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding Jud IANH M f H W W W W Wxxx W H H h Coo NCC p M N a Baa N N N N M N 2l•`i -- O r3; a° � ►3- Lowe, _ L•,:. _� M� �,, . I t aAAL22-141 50 SHEETS 22-142 100 SHEETS 22-144 2000 SHEETS /Aj - -- N V4 W3 � 303 � f C � �� �`� � N �T3 �- � - � �,► 14) 70 NP + t t A O N �a Q • 'L -/ Dov, � , � '. 1` ^1 G N W -n "'0 v' ga '; UQ Cs�a vi tl °e` �� y. 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Cf COYv 4C:::�, `', 12-1` ®- E Its 45 slolk-f-lr�t7 04< t4.. 3 G. ®- C-- to 4-i15)�ta�: y3� -7,5 = Obi" ����5�z���•5t3g��' p No d I4lr_ r 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS Iri O i a, toilk l 1 Q .A -11 Iri O i toilk l 1 Q e ' 22-141 50 SHEETS rune�wan 22-142 100 SHEETS 22-144 200 SHEETS _ 'box ! ,1 ..�VNI«� uJ p li. n / _ 'box ! ,1 uJ s n / r t _ 'box all Ish AMPAD 22-141 22-142 22-144 50 SHEETS 100 SHEETS 200 SHEETS 41 tigS 1> oAk Vzs fl tj Ish AMPAD 22-141 22-142 22-144 50 SHEETS 100 SHEETS 200 SHEETS Vzs vlj o vi fi 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 10, a vo It v, 10/10/02 THU 16:97 FAX 530 894 1523 PEITZ ARCHITECT Gregory A. Peitz Architect 383 Rio Lando Ave., Chico, CA 95926 894-5719 .FAX: 894-1523 e-mail: gregpeitz@cs.com FAX'COVER SHEET, To: SND /4 Fax No.: From: Regarding: Pages (including cover sheet): Comments: tt re5VA+ti,i� W/ ��� .S fm� O4 % .� r/I • r Gh G. 4valzi44, � 4 R ✓`P /re v 0001 10/10/02 THU 18:37 FAX 530 894 1529 PEITZ ARCHITECT 0 002 Combination Roof and Floor Beaml 97 Uniform Building Code (91 NDS) j Ver: 5.03 By: Gregory Peitz . Gregory A. Peitz Architect on: 10-10-2002 : 09:42:03 AM Proiect: CASEY - Location: FLUSH BEAM OVER NOOK Summary: �/ 3.5 IN x 11.875 IN x 9,0 FT /Versa -Lam 2800 Fb DF -Boise Cascade Section Adequate By: 116.0% Controlling Factor. Area/ Depth Required 8.3 In Deflections: Dead Load: DLD= 0.08 IN Live Load: LLD= 0.09 IN = U1145 Total Load: TLD= 0.15 IN = U704 Reactions (Each End): Live load: LL-Rxn= 2808 LB Dead Load: DL-Rxn= 1761 LB Total Load: TL-Rxn= 4569 LB Bearing Length Required (Beam only. Support capacity not checked): BL= 1.45, IN Beam Data: Span: L= 9.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 350 Total Load Deflect. Criteria: U 240 Non -Snow Live Load: Roof Loaded Area: RLA= 171.0 SF Live Load Method: Method = One Roof Loading: Roof Live Load -Side One: RLL1- 16.0 PSF Roof Dead Load -Side One: RDL1= 10.0 PSF Roof Tributary Width -Side One: RTWI= 15.0 FT Roof Live Load -Side Two: RLL2= 16.0 PSF Roof Dead Load -Side Two: RDL2= 10.0 PSF Roof Tributary Width -Side Two: RTW2= 4.0 FT Roof Duration Factor: Cd -roof= 1.25 Floor Loading: - Floor Live Load -Side One: FLLI= 40.0 PSF Floor Dead Load -Side One: FDL1= 10.0 PSF Floor Tributary Width -Side One: FTW1= 8.0 FT Floor Live Load -Side Two: FLL2= 40.0 PSF Floor Dead Load -Side Two: FDL2= 10.0 PSF Floor Tributary Width -Side. Two: FTW2= 0.0 FT Floor Duration Factor: Cd -floor= 1.00 Wall Load: WALL- 70 PLF Beam loads: Roof Uniform Live Load: wL-roof= 304 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 228 PLF Floor Uniform Live Load: wL-floor= 320 PLF Floor Uniform Dead Load: wD-floor= 80 PLF Beam Self Weight: BSW= 13 PLF Combined Uniform Live Load: wL= 624 PLF Combined Uniform Dead Load: wD= 308 PLF Combined Uniform Total Load: wT= 1015 PLF Controlling Total Design Load: wT-cont= 1015 PLF Properties For: Versa -Lam 2800 Fb DF- Boise Cascade Bending Stress: Fb= 2800 PSI Shear Stress: Fv-- 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 900 PSI Adjusted Properties Fb' (Tension): Fb'= 3504 PSI Adiustment Factors: Cd=1.25 Cf --1.00 FV: Adlustment Factors: C&I.25 FV= 356 PSI Design Requirements: Controlling Moment: M= 10280 FT -LB 4.5 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: V= 4569 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 35.3 IN3 Area (Shear): S= Areq= 82.2 19.3 IN3 IN2 Moment of Inertia (Deflection): Ireq= 166,6 IN4 I= 488.4 IN4 r 10/10/02 THU 16:38 FAX 530 894 1523 PEITZ ARCHITECT Q003 Combination Roof and Floor Beam( 97 Uniform Building Code (91 NDS) I Ver: 5.03 By: Gregory Peitz. Gregory A. Peitz Architect on: 10-10-2002: 09:31:02 AM Prolect: CASEY - Location: FIORST FLOOR V)/INDOW HEADER Summary: 3.5 IN x 9.25 IN x 4.2 F1 / Douglas Fir -Larch - Dry Use Section Adequate By: 20.8% Controlling Factor: Area / Depth Required 7.66 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.01 IN = U4262 Total Load: TLD= 0.02 IN = L/2632 Reactions (Each End): Live Load: LL-Rxn= 1310 LB Dead Load: DL-Rxn= 811 LB Total Load: TL-Rxn= 2121 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 0.97 IN Beam Date: Span: L= 4.2 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect, Criteria: L/ 240 Non -Snow Live Load: Roof Loaded Area: RLA= 79.8 SF Live Load Method: Method = One Roof Loading: Roof Live Load -Side One: RLL1= 16.0 PSF Roof Dead Load -Side One: RDL1= 10.0 PSF Roof Tributary Width -Side One: RTW1= 15.0 FT Roof Live Load -Side Two: RLL2= 16.0 PSF Roof Dead Load -Side Two: RDL2= 10.0 PSF Roof Tributary Width -Side Two: RTW2= 4.0 FT Roof Duration Factor: Cd -roof= 1.25 Floor Loading: Floor Live Load -Side One: FLL1= 40.0 PSF Floor Dead Load -Side One: FDL1= 10.0 PSF Floor Tributary Width -Side One: FTW1= e.0 FT Floor Live Load -Side Two: FLL2= 40.0 PSF Floor Dead Logtd-Side Two: FDL2= 10.0 PSF Floor Tributary Width -Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd -floor= 1.00 Wall Load: WALL= 70• PLF Beam Loads: ' Roof Uniform Live Load: wL-roof= 304 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-root= 228 PLF Floor Uniform Live Load; wL-floor-- 320 PLF Floor Uniform Dead Load: wD-floor= 80 PLF Beam Self Weight: BSW= 6 PLF Combined Uniform Live Load: wL= 624 PLF Combined Uniform Dead Load; wD= 308 PLF Combined Uniform Total Load: wT= 1010 PLF Controlling Total Design Load: wT-cont= 1010• PLF Properties For: 02- Douglas Fir -Larch Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1313 PSI Adiustment Factors: Cd=1.25 Cf=1.20 FV: FV= 119 PSI Adlustment Factors: Cd=1.25 Design Requirements: Controlling Moment: M= 2228 FT -LB 2.1 ft from left support' Critical moment created by combining all dead and live loads. Maximum Shear: V= 2121 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreo= 20.4 IN3 S= 49.9 IN3 Area (Shear): Areq= 26.8 IN2 A= 32.3 IN2 Moment of Inertia (Deflection): Ireq= 21.1 IN4 1= 230.8 IN4 10/10/02 THU 16:38 FAX 530 894 1523 PEITZ ARCHITECT 14004 r5 I E E 4-- ' / o c MIX Ogg �N i2 H N C h C C O z. ,q I 10/10/02 THU 16:38 FAX 530 894 1523 PEITZ ARCHITECT 10 005 1(e Multi -Loaded Beam( 97 Uniform Building Code (91 NDS)1 Ver: 5.03 BY: Gregory Peitz. Greaory A. Peitz Architect on: 10-10-2002 : 3:12:17 PM HEAP Proiect: CASEY - Location: LIVING ROOM HEAP'R WITH G. TRUSS Summary: 3.1251N x 10.5 IN x 4.2 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By, 33.7% Controlling Factor; Area / Depth Required 7.851x1 Center Span Deflections: Dead Load; DLD-Center= 0.02 IN Live Load: LLD -Center- 0.00 IN - L/50400000 Total Load: TLD -Center- 0.02 IN = L/2271 Camber Required: C= 0.03 IN Center Span Lett End Reactions (Support A): live Load: LL-Rxn-A= 0 LB Dead Load: DL-fa(n-A= 2798 LB Total Load: TL-Rxn-A= 2798 LB Bearing Length Required (Beam only. Support capacity not checked): BL -A= 1.38 IN Center Span Right End Reactions (Support B): Live Load: LL-RxarB= 0 LB Dead Load: DL-Rxn-B= 2657 LB Total Load: TL-Rxn-B= 2657 LB Bearing Length Required (Beam only, Support capacity not checked): BL -6-1.31 IN Beam Data: Center Span Length: L2= 4.2 FT Center Span Unbraced Length -Top of Beam. Lu2-Top= 0.0 FT Center Span Unbraced Length -Bottom of Beam: Lu2-Bottom= 4.2 FT Live Load Duration Factor: Cd- 1.00 ' Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 582 PLF Beam Self Weight; BSW= 8 PLF Total Load: wT-2= 590 PLF Point Load 1 Live Load. PL1-2= D LB Dead Load, PD1 -2= 2977 LB Location (From left end of span): X1-2= 2.0 FT Properties For. 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ev= 1600000 PSI Stress Perpendicular to Grain. Fc perp= 650 PSI Bending Stress of Comp. Face in Tension: Fb_cpr- 1200 PSI Adjusted Properties FW (Tension). Fb'= 2160 PSI Adiustment Factors: Cd --0.90 Fv': Fv'= 171 PSI Adiustment Factors: Cd=0.90 Design Requirements: Controlling Moment: M= 4395 FT -LB 2.016 Ft from Left Support of Span 2 (Center Span) Critical moment created by dead loads only on all span(s), Maximum Shear: V= 2798 LB At left support of span 2 (Center Span) Critical shear created by dead loads only on all span(s)- Comparisons With Required Sections. Section Modulus (Moment): Sreq= 24.5 IN3 S= 57.4 IN3 Area (Shear): Area- 24.6 IN2 Az- 32.8 IN2 Moment of Inertia (Deflection): Ireq= 23.9 IN4 1= 301.4 IN4 10/10/02 THU 16:38 FAX 530 894 1523 PEITZ ARCHITECT Columnf 97 Uniform Building Code (91 NDS) j Ver: 5.03 By: Gregory Peitz , Gregory A. Peitz Architect on. 10-10-2002: 09.49.53 AM Proiect: CASEY - Location: GABLE END STUD Summary: ell 1.5 IN x 3.5 IN x 12 FT / 02 - Douglas Fir -Larch - Dry Use Section Adequate By: 32.6% Vertical Reactions: Live: Vert-LL-Rxn= 0 LB Dead: Vert-DL-Rxn= 58 LS Total: Vert-TL-Rxn= 58 LB Horizontal Reactions: Total Reaction at Top of Column: TL-Rxn-ToD= 96 LB Total Reaction at Bottom of Column: TL-Rxn-Bottom= 96 LB Horizontal Deflection: Deflection due to lateral loads only: Deft= 0.87 IN Axial Loads: Live Loads: PL= 0 LB Dead Loads: PD= 40 LB Column Self Weight: CSW= 18 LB Total Loads: PT= 58 LB Eccentricity (X -X Axis): ex= 0.00 IN Eccentricity (Y -Y Axis): ev= 0.00 IN Axial Duration Factor: Cd -Axial- 1.00 Lateral Loads: (Wind/Seismic) Loads applied to: (Dy Face) Uniform Lateral Load; wL-1a1= 16 PLF Lateral Duration Factor: Cd-lat= 1.33 Column Data: Length: L= 12.0 FT Maximum Unbraosd Length (X -X Axis): Lx= 12.0 FT Maximum Unbraced Length (Y -Y Axis): LV-- 0.0 FT Column End Condition: Ke-- 1.0 Calculated Properties: Column Section (X -X Axis): dx- 3.50 IN Column Section (Y -Y Axis): dy= 1.50 IN Area: Section Modulus (X -X Axis): A= Sx= 5.25 3.06 IN2 IN3 Section Modulus (Y -Y Axis): Sy= 1.31 IN3 Slenderness Ratio: Lex/dx= 41.14 Properties For. ti'2- Douglas Fir -Larch ley/dy= 0.0 Compressive Stress: Fc= 1300 PSI Modulus of Elasticity: E= 1600000 PSI Bendinq Stress (X -X Axis): Fbx= 875 PSI Bending Stress (Y -Y Axis): Fby= 875 PSI Adjusted Properties: FbX: Fbx'= 1746 PSI Adiustment Factors: Cd=1.33 Cf=1.50 0=1.00 Fby': Adiustment Factors: Cd=1.33 Cf --1.50 Cfu=1.10 CI=1.00 Fby'= 1820 PSI Fc': Adiustment Factors: Cd=1.33 Cf=1.15 Cp=0.14 Fc'= 275 PSI Column Calculations (Controlling Case Only). Controlling Load Case: Axial Dead Load and Lateral loads (D + (W or E)) Compressive Stress: fc= 11 PSI Allowable Compressive Stress: Fc'= 275 PSI Eccentricity Moment (X -X Axis): Eccentricity Moment (Y -Y Axis): My-ey= 0 FT -LB Moment Due to Lateral Loads (X -X Abs): Mx= 288 FT -LB Bending Stress Lateral Loads Only (X -X Axis): fbr-- 1128 PSI Allowable Bending Stress (X -X Axis). Fbx'= 1748 PSI Bending Stress Lateral Loads Only (Y -Y Axis): fbv= 0 PSI Allowable Bending Stress (Y -Y Axis): Fby'= 1920 PSI Combined Stress Factor. CSF= 0.87 Z006 t N CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Casey Residence Date..10/17/02 10:45:57 Project Address........ 2854 W. Sacramento Ave. ******* Chico, California *v6.01* Documentation Author... Donna Wallace ******* Climate Zone....... Compliance Method.. 399 East 9th Avenue Chico, CA 95926 530-893-4982 ... 11 ... MICROPAS6 v6.01 for 2001 Standards Tu-111ding Permit Plari C heck�� Date Field Check/ Date by Enercomp, Inc. MICROPAS6 v6.01 File-CASEY2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Casey Residence GENERAL INFORMATION Conditioned Floor Area..... 2366 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......... 23 % of floor area Average Glazing U -factor... 0.41 Btu/hr-sf-F Average Glazing SHGC....... 0.39 Average Ceiling Height..... 9.3 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-13 R-0 R-13 0.088 Typical Roof Wood R-11 R-27 R-38 0.025 Typical Floor Wood R-19 R-0 R-19 0.037 Typical FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (S) 20.0 0.390 0.350 Standard Standard None Door Front (S) 17.8 0.550 0.650 Standard Standard None Window Front (S) 2.7 0.390 0.350 Standard Standard None Window Front (S) 20.0 0.390 0.350 Standard Standard None Door Front (S) 17.8 0.550 0.650 Standard Standard None Window Front (S) 2.7 0.390 0.350 Standard Standard None Window Front (S) 15.0 0.390 0.350 Standard Standard None Window Front (S) 15.0 0.390 0.350 Standard Standard None Window Front (S) 12.6 0.390 0.350 Standard, Standard None Door Left (W) 16.7 0.550 0.650 Standardg^F,RSta"ndard None Window Left (W) 2.5 0.390 0.350 Standar"d "'Standard None Window Left (W) 15.0 0.390 H M Mwlrf� y -a 0.350 S�tandard� ��Starid;aid None Window Left (W) 15.0 0.390 0.350 Standard Standard None Window Left (W) 12.0 0.390 0.350 Standar`Vp- ,,fandard None Window Left (W) 15.0 0.390 0.350 Stoma --da- Standard None Window Left (W) 15.0 0.390 0.350 Standard Standard None E CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Casey Residence Date..10/17/02 10:45:57 MICROPAS6 v6.01 File-CASEY2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Casey Residence This building incorporates either Tested Refrigerant Charge and Airflow (RCA) or a Thermostatic Expansion Valve (TXV) on the specified air conditioning system(s) . FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC ,Shading Shading Fins Window Left (W) 15.0 0.390 0.350 Standard Standard None Window Back (N) 15.0 0.390 0.350 Standard. Standard None Door Back (N) 20.0 0.550 0.650 Standard Standard None Window Back (N) 3.0 0.390 0.350 Standard Standard. None Window Back (N) 20.0 0.390 0.350 Standard Standard None Window Back (N) 20.0 0.390 0.350 Standard Standard None Window Back (N) 12.5 0.390 0.350 Standard Standard None Door Back (N) 40.0 0.390 0.350 Standard Standard None Window Back (N) 12.5 0.390 0.350 Standard Standard None Window Back (N) 7.7 0.390 0.350 Standard Standard None Window Right (E) 20.0 0.390 0.350 Standard Standard None Window Right (E) 20.0 0.390 0.350 Standard Standard None Window Right (E) 20.0 0.390 0.350 Standard Standard None Window Right (E) 20.0 0.390 0.350 Standard Standard None Window Right (E) 20.0 0.390 0.350 Standard Standard None Window Right (E) 20.0 0.390 0.350 Standard Standard None Window Right (E) 20.0 0.390 0.350 Standard Standard None Window Right (E) 12.0 0.390 0.350 Standard Standard None Window Right (E) 12.0 -0.390 0.350 Standard Standard None HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace 0.900 AFUE n/a Attic R-4.2 No No Setback ACSplitTXV 13.00 SEER Yes Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas PipeInsulation 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates either Tested Refrigerant Charge and Airflow (RCA) or a Thermostatic Expansion Valve (TXV) on the specified air conditioning system(s) . CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Casey Residence Date..10/17/02 10:45:57 MICROPAS6 v6.01 File-CASEY2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Casey Residence HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates either Tested Refrigerant Charge and Airflow (RCA) or a Thermostatic Expansion Valve (TXV) on the specified air conditioning system(s). If a cooling system is not installed, then HERS verification is not necessary for the RCA or TXV. REMARKS Typical fenestration shall be vinyl -framed with dual -pane, low -e glass by Milgard, Insulate, or approved equal. These units have a maximum 0.39 U -factor and a maximum 0.35 SHGC-value. Reference: NFRC data provided by manufacturers Swinging doors that contain glass were assigned the CEC default U -factor and default SHGC-value. V CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title.......... Casey Residence Date..10/17/02 10:45:57 MICROPAS6,v6.01 File-CASEY2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Casey Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Gregory A. Peitz Company. Architect Address. 383 Rio Lindo Avenue Chico, California 95926 Phone... 530-894-5719 License. Signed.. �/ l % /7 �j Z ateT- ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date X DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Address. 399 East 9th Avenue Chico, CA 95926 Phone... 530-893-4982 Signed.. Anr.D_ (/VGtJLXCL..rrL iO/17/Z ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Casey Residence Date..10/17/02 10:45:57 Project Address........ 2854 W. Sacramento Ave. ******* Chico, California *v6.01* Documentation Author... Donna Wallace ******* Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone........... 11 - Compliance Method...... MICROPAS6 v6.01 for Plan Check Date Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-CASEY2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Casey Residence Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). Design- Enforce- er ment R-38 N/A *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. FIBERGLASS 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints R-13 R-19 N/A BATTS and penetrations caulked and sealed. BY CONTRACTOR 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 Commission quality standards. N/A 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. N/A MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Casey Residence Date..10/17/02 10:45:57 MICROPAS6 v6.01 File-CASEY2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Casey Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. BY CONTRACTOR 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ATTACHED 150(i): Setback thermostat on all applicable heating and/or cooling systems. BY CONTRACTOR 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. BY CONTRACTOR *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. BY CONTRACTOR 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 is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. N/A 115: Gas-fired central furnaces, pool heaters, spa heaters or MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... Casey Residence Date..10/17/02 10:45:57 MICROPAS6 v6.01 File-CASEY2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Casey Residence household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). L.P. GAS - N/A LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for -general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. BY CONTRACTOR 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement 'allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. BY CONTRACTOR COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Casey Residence Date..10/17/02 10:45:57 Project Address........ 2854 W. Sacramento Ave. ******* Chico, California *v6.01* Documentation Author... Donna Wallace ******* if 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone 11 14.62 Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. .MICROPAS6 v6.01 File-CASEY2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Casey Residence - Zone Type HOUSE Residence Energy Use (kBtu/sf-yr) MICROPAS6 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 14.62 13.21 1.41 Space Cooling........... 10.26 13.44 -3.18 Water Heating.......... 11.77 „9.76 2.01 Total 36.65 36.41 0.24 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2366 sf Single Family Detached New Front Facing 180 deg (S) 1 2 ReducedYear Raised Floor 1 21938 cf 0 sf 23 % of floor area 0.41 Btu/hr-sf-F 0.39 9.3 ft BUILDING ZONE INFORMATION Floor ## of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 2366 21938, 1.00 Yes Setback 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Casey Residence Date..10/17/02 10:45:57 MICROPAS6 v6.01 File-CASEY2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Casey Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 437 0.088 13 180 90 Yes W.13.2X4.16 Typical 2 Wall 519 0.088 13 270 90 Yes W.13.2X4.16 3 Wall 410 0.088 13 0 90 Yes W.13.2X4.16 4 Wall 461 0.088 13 90 90 Yes W.13.2X4.16 5 Roof 1396 0.025 38 n/a 0 Yes R.38.2X4.24 Typical 6 Floor 1396 0.037 19 n/a 0 No FC.19.2X8.16 Typical FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (S) 20.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 2 Door Front (S) 17.8 0.550 0.650 180 90 Standard/0.76 Standard/0.68 3 Window Front (S) 2.7 0.390 0.350 180 90 Standard/0.76 Standard/0.68 4 Window Front (S) 20.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 5 Door Front (S) 17.8 0.550 0.650 180 90 Standard/0.76 Standard/0.68 6 Window Front (S) 2.7 0.390 0.350 180 90 Standard/0.76 Standard/0.68 7 Window Front (S) 15.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 8 Window Front (S) 15.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 9 Window Front (S) 12.6 0.390 0.350 180 90 Standard/0.76 Standard/0.68 10 Door Left (W) 16.7 0.550 0.650 270 90 Standard/0.76 Standard/0.68 11 Window Left (W) 2.5 0.390 0.350 270 90 Standard/0.76 Standard/0.68 12 Window Left (W) 15.0 0.390 0.350 270 90 Standard/0.76 Standard/0.68 13 Window Left (W) 15.0 0.390 0.350 270 90 Standard/0.76 Standard/0.68 14 Window Left (W) 12.0 0.390 0.350 270 90 Standard/0.76 Standard/0.68 15 Window Left (W) 15.0 0.390 0.350 270 90 Standard/0.76 Standard/0.68 16 Window Left (W) 15.0 0.390 0.350 270 90 Standard/0.76 Standard/0.68 17 Window Left (W) 15.0 0.390 0.350 270 90 Standard/0.76 Standard/0.68 18 Window Back (N) 15.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 19 Door Back (N) 20.0 0.550 0.650 0 90 Standard/0.76 Standard/0.68 20 Window Back (N) 3.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 21 Window Back (N) 20.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 22 Window Back (N) 20.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 23 Window Back (N) 12.5 0.390 0.350 0 90 Standard/0.76 Standard/0.68 24 Door Back (N) 40.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 25 Window Back (N) 12.5 0.390 0.350 0 90 Standard/0.76 Standard/0.68 26 Window Back (N) 7.7 0.390 0.350 0 90 Standard/0.76 Standard/0.68 27 Window Right (E) 20.0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 28 Window Right (E) 20.0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 29 Window Right (E) 20.0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 30 Window Right (E) 20.0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 31 Window Right (E) 20.0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 32 Window Right (E) 20.0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 33 Window Right (E) 20.0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 34 Window Right (E) 12.0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 35 Window Right (E) 12.0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Casey Residence Date..10/17/02 10:45:57 MICROPAS6 v6.01 File-CASEY2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Casey Residence HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Furnace 0.900 AFUE n/a Attic R-4.2 No No 0.767 ACSplitTXV 13.00 SEER Yes Attic R-4.2 No No 0.669 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas PipeInsulation 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates either Tested Refrigerant Charge and Airflow (RCA) or a Thermostatic Expansion Valve (TXV) on the specified air conditioning system(s) . HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by.a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates either Tested Refrigerant Charge and Airflow (RCA) or a Thermostatic Expansion Valve (TXV) on the specified air conditioning system(s). If a cooling system is not installed, then HERS verification is not necessary for the RCA or TXV. REMARKS Typical fenestration shall be vinyl -framed with dual -pane, low -e glass by Milgard, Insulate, or approved equal. These units have a maximum 0.39 U -factor and a maximum 0.35 SHGC-value. Reference: NFRC data provided by manufacturers Swinging doors that contain glass were assigned the CEC default U -factor and default SHGC-value. _COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Casey Residence Date..10/17/02 10:45:57 MICROPAS6 v6.01 File-CASEY2 Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User-' Run -Casey Residence REMARKS HVAC SIZING Page 1 HVAC Project Title.......... Casey Residence Date..10/17/02 10:45:57 Project Address........ 2854 W. Sacramento Ave. ******* Chico, California *v6.01* Documentation Author... Donna Wallace ******* Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for Plan Check Date Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-CASEY2 Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -Casey Residence GENERAL INFORMATION Floor Area ................. Volume.... ............. Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2366 sf 21938 cf Front Facing CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load.. .................. Latent Load ...................... 180 deg (S) Heating Cooling (Btuh) (Btuh) 10649 5135 9629 5374 n/a 11778 13873 4559 n/a 2100 3415 2895 37566 31840 n/a 6368 Minimum Total Load 37566 38208 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, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. ' �.�"�h..+h�___- • _ �, ....,._.>a �:i%YJ.'`y^�,. ��:.'r.-�..... -,: .a�*��a,.vi.. ..:ye��we+..r—.+,,.:u.�--- �r_..�f�"., ...: -.� .:,.,, ..` • 042 130 047 ;is �03-0570 CASEY, JUDITH :2854 W SACRAMENTO AVKCHIC0 ` Cont: HANSON CONS -f.-,,';', e WATER LINE ,' 't `9 tY� i 1 i V i COUNTY -OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone 530) 538-7541 PERMIT NQ. (Rev. 12/96) APPLICATION AND PERMIT 0 Z� -_ 05'170 ASSESSOR PARCEL NUMBERCq L. �V oU -, ZONING f' -C) BUILDINGPERMIT OWNER l T ELEPHo"e SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS e� CONTRACTOR'SNA %. ► �1 ((., 7.5 "1 2 5� J CONTRACTORS MAIUN G'A`DDRE� I • / t �`.� �I! ( +` /�/�`•/) C1J CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS (� • /•I ` !` y7�C /+ t6 Energy Plan Checking Fee $ PERMIT FEE $ 1 p J� 7r— LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome grOtf er SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 (,1J Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodrell 0 Utilities ❑ Installation ❑ Other p/- Describe Work: �rI�1J c+CrGI �.� U�•� O, \ l''� C1� / Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 mobile Home S G W 920.00 PERMIT FEE S %S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoos oA mss 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. + ), 7'r I/ /5 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier r , J Policy Number f " t. / 1 -7 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith cofnply with those provisions. X 1 _o_✓ /i-+>t.�` Date 1 ? , ? f' 3 Signature of Applicant - ❑ Owner CI' Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO t000A 46.00 NEW CONST. DWEUP. LLING OCC OR ADONS. ( ACC. BLD.. SO 3.5¢FT; T. NON-RESID. MULTI -OUTLET CIRCUITS @7,50 POWER APPARATUS a SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES BAL Ex. Occup. oflx"EED�A q pOEA 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 Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. rYPE TOTAL FEE $ '35 HAZ. D. FEES IMP I FLOOD I CDF PARCEL I PD I HD I 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 fe have been paid. i By 1 Date PERMIT EXPIR S ON Date Receipt No.• WHITE-D.D.S.-B. CANARY-ASSESSORPINK-INSPECTOR GOLDENROD -APPLICANT . COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 County Center Drive • Oroville, California 95965 • Telephone 530) 538-7541 PERMIT n� (Rev..i 96) APPLICATION AND PERMIT n 3 ASSESSOR PARCEL NUMBER �u2_ 1317 _ C)CJZONJn �- _CJ BUILDINGPERMIT OWNER I T SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNC,rDR SS Il� wV CONTRACTOR'S M `�.•'w 13T/L'J) 3' CONTRACSS MAID DRESS O n t 1✓ CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS �I�. ,^^ Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome er SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 '.vJ Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ RelIm1od/ell 0 Utilitiees�❑ Installation Other 0� Describe Work: W Vl I �.� ( f.lij I% SD -(,{%l �� addk* rb Q6 vGcAr Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I WF @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. /� License Class Lic. No. ^�'7 �L9 �/� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO I000A 46.00 NEW CONST. DWELLING UP. WE OR ADONS. a ACc. BLAS. SO 3.5¢x; NO .RE IDT. MULTI.OL7TLET 97.50 POWER APPARATUS 6 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 20 @ 100 aAL @ .0 Ex. Occup. oUrLEEDTs RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin L± !!i 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. �J 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' com1peysatiotunsuran a carrier and policy number are: Carrier Policy Number D (The above sections need not be competed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith o ply with those provisions. % X / Date r2-- V7 Signature f Applicant - ❑ Owner 7 Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 35 -00 HA2. I D. FEES IMP I FLOOD CDF PARCEL I PD I HD I ISSUE This permit is hereby issued under of the Butte County Code and/or indica d bove for*v fe have By PERMIT EXPIR SON the applicable provisions Resolutions to do work been paid. Date C 2-7 2fZ� Date Receipt No. WHITE-D.D.S.-B. CANARY• SSESSOR' PINK -INSPECTOR GOLDENROD -APPLICANT - COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 07 U ��% /� (Rev. 12/96') APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 042-1-10-047 IA—q ZONING BUILDING PERMIT OWNER CASEY UDSHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING DRESS 2169 nAK WAY, CHICO CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS GHIGO Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ 35.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ 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: DEMO Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W (9?20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 800VMain Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions -of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is infullforce and effect. �7 License Class LIC. No. 7 OWNER BUILDER DECLARAMCFN 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 Main Service To 46.00so CCU000A NEW CONST. DWELLING OCCUP. WE OR ADONS. ( a ACC. BLDs. SO 3.5¢FT; 17- TpµRESID MULTI -OUTLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. OCCU . OUTLET OR FIXTURES 20 @X. BAL Q .00I. 0 Ex. Occup. Dura qL D) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin iE t 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' c p nsati insur ce carrier and policy number are: Carrier Policy Number (The above sections need not be competed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith com y with those provisions. X J44 r Date Q '- rj ` wpm Signature df Applicant - caner 7Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST.TYPE TOTAL FEE 535.00 FEES IMP FLOOD CDF PARC0. PO HD I ISKE Th permit is hereby issued under the of Butte Coun Code and/or indi t ab whic fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. /,%o Date 6 ReceiptNo. 363938 $35.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75411 No (Rev. 12/96) APPLICATION AND PERMIT �s AS SESSOR PARCEL NUMBER1 _ �� :GN G BUILDINGPERMIT OWNER ^ O E c� SO. FT. OCC. BUILDING VALUATION OWNER'S IApORESS �0 CONTRAC R' NAMf&,, -I TELEPHONE 67 CONTRACTORS MAILING ADDRESS ppp ( CONSTRUCTION LENDER — -- LENDER'S MAILING ADDRESS Fireplace Total Valuation $ i ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ G J Plan CheckingFee $ BUILDING ADDRESS �l N l_ . / Energy Plan Checking Fee $ � _ $ PERMIT FEE $ �rJ LOTNO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Each Trap Filing Fee 1 20.00 7.00±— USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater ---.-- ! 23.00 Water piping 15.00 Each gas water heater or vent 1 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ l Describe Work: — Gas piping system 1 - 5 outlets 1 5.00 I Buildingsewer 15.00 Mobile Home S G W @20.00 I PERMIT FEE S ELECTRICAL PERMIT I Fling Feel 20.00 ' --- 000" OR LESS Main Service ( 200A OR LESS 23.00 ' ' - • !A *PERMIT FEE PI�i� SRS SHERIFF OTHER AMOVNT REMYED * NV TO" hff zwo COMA Main Service 200A TO 1000A 46.001 NEW CONST, DWE6 ACG UP. LLIN.�.S�SC�--_�--- OR ADDNS. ( C. BLDS. ) FT. I _.._.. NEW CONST. MULTI.OUTLET NON-RES1D. BPANQ4 CIRCUITS97.50 j POWER APPARATUS -I 8 SINGLE. OUTLET CIR. OUTLET OR FIXTURES 20 (q 1.00 EX. OCCU BAL � .50 . EX. OCCU flXETS RESS.OR CUTLETS RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 _ PERMIT FEE I S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 5 c', HA2. D. FEES IMP I FLOOD CDF PARCELPD HD ( ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date _ Dale Receipt No. WHITE -D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Demolition Permits Asbestos Notification Statement DateJE - Od AP# _J) — ) 319 - 0�(7 Pursuant to section 19827.5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or state and local agency which is authorized to issue demolition permits as to any building or structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency, or both, pursuant to Part 61 of Title 40 of the Code of Federal Regulations, or the successor to that part. The permit may be issued without the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in writing, or it may incorporate the applicant's response on the demolition permit appli- cation." Attached is a copy of my written asbestos notification to the United States Environmental Protection Agency for the demolition project located at Signature of Applicant 6R I hereby declare that a written asbestos notification to the United States Environmental Protection Agency is not applicable to this d m lition project. Si n ture of Applicant 2/19/91 August 29, 2002 Judith Casey 2165 Oak Way Chico, CA 95973 Department of Development Services Building ° Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 042-130-047 Building Permit Number: 02-1815 Thank you for submitting the plans for your building project. A plan review has not been done pending the items below. 1. Please provide complete floor plans of the existing house, all floors. 2. Your parcel is in Flood Zone A. It appears that the work you are proposing constitutes a substantial improvement to the structure. Therefore, you will be required to fill in your basement so that the lowest floor is 1 foot above the flood elevation. Please provide a letter stating that you will be filling it in, how you will fill it in, and eliminate the basement from the plans. 3. Please provide a contractor's bid for all REMODEL work being done to the first and second floor. (Removal of walls, windows, doors, replacement of doors and windows, siding, relocation of bathroom, bedroom, kitchen cabinets, etc.) If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. "wzl�"AAOF Lin a Simpson Plans Examiner 0 1 of 1 September 20, 2002 Judith Casey 2165 Oak Way Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 042-130-047 Building Permit Number: 02-1815 Thank you for submitting the plans for your building project. The plans have been partially reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. A complete plan review has NOT been done pending the items below. NON-STRUCTURAL COMMENTS: 1. Your proposal for filling in the basement is not permanent in nature. We will require road base or pea gravel with 6 inches of slurry on top, or all slurry,' or another approved PERMANENT means of filling it in. 2. Please provide a revised Flood -Elevation Certificate that eliminates the basement as the bottom floor. 3. Please provide a Flood Elevation Certificate for the garage that shows the garage slab at the BFE. 4. When was the "existing shop" built? Prior to -1972? STRUCTURAL COMMENTS: 1. Please put beam and header sizes on the plans over all openings, including the porch beams. 2. Show the supports for Truss A3 on the plans. 3. Provide a complete foundation plan. Show all girders, footings, etc. You must have a two- story foundation around the perimeter or calculations for a single story foundation. 4. The BCI floor joists will not span 26'4". If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Plans Examiner I of t FEDERAL EMERGENCY MANAGEMENT AGENCY 0A4.8. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Imptaftrip Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For kwawanoe.Company Use - BUILDING OWNM NAM Poky. Numbw BUDDING STREET ADDRESS (khdu6eq ApL. Uric, Suite. uwrar Bldg. No.) OR P.O. ROUTE ANO BOX NO. ' Compeer: NA1C Number W Aue . CITY STATE LP CODE CA 0 "973- Apti . oyz-130 = Next tasld.tr,i)'a (- LA(oPnoNAyHOfUZONTAL DATUM: SOURCE: L-1 GPS (TV*): ( W -ar -"m or SSAW l V) L.J NM 1927 U HAD 1983 1.-.1 USGS Quad Mop l•_i Other: SECTION 8 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME i COMMUNTY NUMBER 61 COUNTY NAME 83. STATE 84. MAP AM PANEL B6. SUFFIX 1 86. FIRM INDEX 87. FIRM PANEL 89. FU= Be. BASE now W"^T1oN(S) NlIMf89t DATE EFF1fCTiVEIREVISED OATS /� ZONES) (Zone AO, use depth o(fkJwBrq) !)t�n�G t)(i R E C nul�. 4, lgg8 �Cuh.�e 1. Iq°19 J►'1 is 1 153-01 310. k%*:ate the solaced the Baise Flood Elevation (8FE) data a base Good depth ordered in 89. U FIS Prone u FIRM L_J Corlhlhhunity Determined . 'k51 Other (Describe): 311. khdcate the devafion datum used for the BLE In 89:MNGVD 1929 L_J NAVD 1988 LJ Other (Describe): 312. Is the bA*V bcded Ira enedd Banter Resoutces System (CBRS) area or Otherwlso Protected Area (OPA)? L_J Yes W No Dm gthsdm Oafs: /J Ct. SUMv etelredahs ars based arc I0g oratnrction 0rawkgs• - L_PA&q Under CoratrucO • L—„LFiNshed CWatnictior •A n w 6eradort Csrt&*s *4 be re***d when aorharhxliorh of the btidrhg is C0 101111 C. &i*g Oleaatrt Nlmber _S (galea the 6jftq diagram moat sirdar to the bullft for wWdh this certificate Is being completed -see ptges 6 UM T. tf no dagrarrh aoorraoely rapreserRs the bultft provide a sketch or plolograpfL) 03. Rn ,,i dam -Zones A1,A90. AE. AK A Mdh 8fq. VE. Vt-V30. V (whh BFE). AR. AWA. APOF1 AR/A1,A30. ARIAH. AR/AO 1000 to hears 0s4 below aooadr g la the bull ft dagranh specilbd In Ilam C2. Stale the datum used. a Qhe loam Is dlfenent from the datum wed for the WE in Section S. ath wort the datum Its that used for the BFE Show field mosammerhls and datum aoraerdw. alculs tL 1M the space provided or the Comments win ofSectorh 0Section G. as apps 9; 1,1 . b doc ment the datum conversion. . Datum vo converslonrcorohsrhfs 'Bvi�e. (rJur�, Un LI6S 6slladon fill N hoe mark used ev,-YN y (,S' Oo is the elevMw reference mark used appear an the FIRM? L_L Yes No O a)Tapdbgum m*floor(khckxftbasenhentaenclosure) 1 S Ll ft.(m) Q�pfESSlp�, O b)Tapdnw9h1plhxf w 4 . S lldm) O c) 9 , 0, - d bwed horlaonI sbuclhxal member (V mrhes only) y O eG)Loweddsieft dpmaWnsryarhdlareglipnherht o' S 4 ... Q -(m) ll O g) fiipthest at;soerht g (PIING) • �. R(m) .:rr l Z CI Vi 1P, 'Oh)N0. d pennwherlt openings (flood vents) within 1 R above adjacent Qrade in • O A Tatel arae d a• pemherm mpg * g m (hood vents) M C3h� limon sq. in. (sq. cm) SE=ND-SURVEYOR.ENG .ORARCHfiECTVCKIWfCATWM TATs cw"csdm k lobo signed and seated by a tend stsveyar. ergkhssI or architect authortaed bylaw lo certify ebvaton kdomwtio n. I oo,* frac fns b..oft. in Socgcm A A and Can Oft coralfafs represents my best eftfs Soo *Np are dmfs avaNsb/e. ' - t_ 1V*. t_ -C!yGIInI-er< fiti t.J>=�f Ct3cniv)'E,u.111 b ADDRESS 12.50 &AST AM_ . nS u t N4-- (� -- CITY Ch I LIG STATE CA - ZIP CODE a1 Se CG4A C,v... R 1 il jr. QQ l C1=Q R QCF CIIIF szna r nl mwl IATIrW Q1=P1 Ar S:R Al 1 PQPMrV K F Cni V/ LC SECTION 0 - SURVEYOR. ENGINEER. OR ARCHITECT CERTIFICATION (CONTINUED) Copy both skies of ft Elevation Certificate for (1) community official. (2) insuranoe ageWcompany. and (3) bukft owner. I CuTQ L-1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WMfOUT.13FE) For Zone AO and Zone A (wftxA 8FE). complete Item El through E3. ff the i3evadon Certificate Is Wended for use as sLppa-MV antnumdon fare LOMA orLOMRf,.Secdm C must be corq%tiled El. I3ufId1rVDLV= Number � (Select the bolding diagram most skfftr to the building for which dft cwdflcfte is being completed — see pages 6 and 7. If no diagram accurately represents the bundrig, provide a dwtch or ph&,~) E2.The lopofthe lbotto floor (h*jc&Vbasement orenckmn)ofthe building is J --W fL(m) 1=jQ(h�.(cm) U above or L Ww (che* am) the tilghad ad]aoenI grade. E3 - Far Zone A0or*- If no flood depth number is avaliable.1sthe top ofthe bottomRoar elevated Ing000rdano9with the coiNMEWs Ooodpbh rriffewment ordinance? LI Yes L-1 No L -j UnknowrL The local of mist cert* I* Information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIM CERTIFICATION The PWNW mw Or MInfles w#wdzBd faI31=4111b" who completes Sections A. B. and E for Zone A (without a FEMA sued or AL. 0�lnlnui`- 6FE) or Zone AO must Wgn hem PROPERTY OWNBM OR OWNBrS AUTHORM Wims-ENTATOWs RARE; ADDRESS CITY STATE ZIP CODE SK"7UIW DATE TMA34K)NE OOMMENTS Check here If aftadwrmft SECTION G - COMMUNITY DUKWJMTM fOPTIONAL) The local 0111dial who Is aiAhortzed bylaw or ordinance lo administer the cornmuntlys floodplain management ordinanoe can oonplate Sedkin&A.B.0(or l%and G oft* ElevatlonCeiiftale. C=ipletaft.. "s) and so' Gt. UThe l In oft JnSecsMCHaat WWjmmarbor doalmentatlonthat hu been signed and wninswidl by a licensed arvayw.- (indicatethe *=wand dale ofthe dela inthe conina is aro* below:) G2-LJA=miu*oMM,, Flil, SodonEfor al --iobeatedinZor*A(wMwaFEL4A4@ouodorccxusx*t4oauodBFE)or Za*ACL.- - - - G&LjThe ll, k p frtonrleffon(Item G449) la provided for community tioodplain nurlapement purpoe" G?. This *PeriMhubeen lesuadtion: G&RI Sri --of Got* bweaftor (induav WWII" dohs lkdding b: OIL 9FEdr@RZaneA0)d@plhdftodhV dft!!6114rlpd191e:. COMWKWHAW TELEPHOW DATE TS 77 ZT3 L F -M 1H-1111 Al n Qa aiiwrii .7757= V June 20, 2002 William Casey: Judith Casey: 2165 Oak Way Chico, CA 95973-9638 RE: Building Code Violation Address: 2854 West Sacramento Chico, CA 95966 AP # 042-130-047 Dear William and Judith Casey: 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 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for remodeling, wiring, plumbing and the conversion of attic space to living area. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, Aof — Scott Rutherfor Chief, Building Inspector SR:th cc: Assessor NOTES RESIDENTIAL _ 02-1814 v ' 042-130-047 } CASEY, JUDITH ; CHICO 2854 W. SACRAMENTO AVE., CONT: HANSON CONST .I GARAGE ( i� SPECIAL CONDITIONS CHECKED BY SRA OOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER J c f JOB FINALED (Date) tf ®• 7 Signature i M SPECIAL CONDITIONS CHECKED BY SRA OOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER J c f JOB FINALED (Date) tf ®• 7 Signature ./=OK ,0 = Not OK Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete t 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 i 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 r 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector j 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, C R GARAGES (glans) OK except #'s 1. 1 equireme ac s -Easements ooti�g5�Soils-Size-Depth-Spacing-Connectors•Steel ecks; ' ders and/or Joists -Decking -Bracing -Stairs -Rails XAM<1 Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing m. Awn.; Columns -Co nnections•Splice- Decal- Enclosures Date Card B-1 Date pZ- - 0 Card B - Date -0 Card B- 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 Date RESIDENTIAL (S Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Ste el- 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-Mech. 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 ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GF] Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or All Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor ❑ Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Insild./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. a Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearinq jingle & Duplex) Date FRAMING (Continued) , 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Insild./Drive J Yes J No/Walks J Yes J No/Planters J 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 -t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754101V T.N-(ev-12/96) APPLICATION AND PERMIT G - N R) ASSESSOR PARCEL NUMBER 042-130-047 ZONING BUILDING PERMIT OWNER CASEY, JUDITH TELEPHONE 895-3632 SO. FT. OCC. BUILDING VALUATION p O 6 U 14 688.00 . OWNERS MAILING ADDRESS 2165 OAK �41AY CHICO CA CONTRACTOR'S NAME I HANSON CONST. I TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS - Total Valuation $14 688.00 ARCHRECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 162.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 105.30 BUILDING ADDRESS 2854 W. SACRAMENTO AVE, CHICID Energy Pian Checking Fee $ $ PERMIT FEE $ 287.30 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ r ELECTRICAL PERMIT Fling Fee 20.00 800VR UE Main Service 20.AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. `0_�as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 WEE200A CCU000A NEW CONST. DWELLING OCCUP. SO p r OR ADDNS. ( 6 ACC. BLDS. `3•5¢FT. 28.56 NEW CONST. MULTI -OUTLET NON -REDID, CIRCUITSBRANCH @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 1 Ex. Occup. OUTLET OR FDTTURES BAL .50 20 Ex. Occup. ouTEL�s-Ra D,DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 48.56 - 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation �f one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall awith comply with thos provisions. X Date 7 0 Z� Sig t re of Applicant - caner tractor ❑ Agent An HA permit is required for excav ons over 60" deep and demolition or construction of structures over 3 stories in heig Mobile Home Installation Fee $ Energy Inspection Fee $ Occ U CONST. TYPE VN TOTAL FEE $ 335. 8 HAZ D. FEES IMP D .CDF PARC HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY /at 0 PERMIT EXPIRES ON 1019103 to Receipt No. 3 5 3 9 4 3 $14 5. 3 0 WHITE-D.D.S.-B.D. CANARY -ASSESSOR P SPECT? GOLDENROD•APPLICANT �;9 Date 10.09.02 Karl & Anita Wienriech 9153 Midway Durham, Ca. 95938 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 040-280-105 Building Permit Number:02-2527 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1.) Provide a floor plan showing location of shear walls ( 2 copies ) 2.) Provide explanation or correction of dimensions on floor plan such as 16'11 " 1, 30'10"6, 8'7"4 ect. 3.) Show water heater location. STRUCTURAL COMMENTS: 1. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Rick. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Rick Trent Building Inspector V`/ _ cpe� Philo Hunt, P.E. Plan Check Engineer 1 of 1 r .A4 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ��� ASSESSOR PARCEL NUMBER i. Proposed Building Use, y r 4Countef echnician: / 0or/ Date: 7-7-R '". Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signed by the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ,,. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or �- foundation plans, all in duplicate. ❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be r' indexed and returned to the plan review line-up when required items are received. ' � Date Received By ;�' 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... '.� ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other 1'.Re_n arcing items needed to issue the permit. (May require additional plan review upon receipt of a fo lowing items.) ,,,;.,_ . liY w x 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... oZ (V ❑ 15 Statement of Intent for Non -heated and A/C Buildingse:................................0 `�... �6. Sanitation and plot plan approval from the Environmental HealiiWDepartment --- 0 n❑ 17. City of Chico Plumbing permit ...................... u. i.F'< , ` .. , ................... !"..........: ............ ❑ 18. California Department of Forestry plan approval O paid. Sent by: -we +`"^ �19. Planning approval for (A) Use: pk (B)Parkingsl • �. C) Parcel Check: G'To .� •� _ I (-OrL �f� ❑ 20. Contact Land Development about ❑ Improvements,!❑ Drai'nage ............................... ❑ 21. Encroachment Permit for driveway from the PublicWoNrks Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for t required ................ - ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number..............:.....! ...................... ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner ......................ov Q ❑ 26. Letter of Signature authorization ...................................! ........................ ❑ 27. Recorded copy of Agricultural Acknowledgment Statement ............................. ❑ 28. Manufactured home utility clearance...................................................�,.. ... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement o s, ❑ etter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been armed of the above item�4nd requirements for obtaining a building permit. Applicant: 7 /Z 1. Index peAit application for the above ids numbered: Plan Check Letter 2. Additional items required , Contractor, designe , caner as advised of the above data by❑ ne, mail, ❑ counter, by Date: Z Contractor, designer, ner, was advised of the above data by phone, ❑ mail, ❑ counters Date: Plans reviewed by: Date: Plans approved by: • Date: Structural reviewed by: Date: Structural approved by: Date: i Note transfer by: Date: . 0 Yellow: Building Division f >r OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...............7...... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # JV_Oyl? DATE ` 2" RECEIPT # ' DATE REC. �� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 7 D Pursuant to G LvOnment Code Section 66020, you 2Xhereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) PROPOSED BUILDING USE UV1/"BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...............7...... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # JV_Oyl? DATE ` 2" RECEIPT # ' DATE REC. �� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 7 D Pursuant to G LvOnment Code Section 66020, you 2Xhereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 4 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31. 2002 ELEVATION CERTIFICATE .1mertant Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For khsuranoe.Commw Use: BuimNG OWNEIM NAMEP Nurttf>en —'s L) D I A Cpk-SE y BUILDING STREETADORESS (kxkg*q Ap • Unit Sut0• andfor "• No.) OR P.O. ROUTE MIO BOX NO. : Companlr:NAICNumber CRY STATE CA ZIP CODE s / �L 3 Cunt c.o T PROPERTY DESCRIPTION (Lot and Blodl Numbers. Tats Pttroel Number. Legal Oeserlption, etc) WAX � : BUNDING USE (aq.. Raiderdol. No weside dee Addition. Accessory, aoc Use Carnme — secdon if eecessery.),, - - - - - LA (OPTIONAL) HORIZONTAL DATUM: SOURCE: LI GPS (Type): ( ar - #r - #siw or +tNr.> U HAD 1927 l._I NAD 1983 L) USGS Quad Map U Other: 81. NFIP COMMUNITY 84. MAP AND PANEL NUMBER SECTION 8 - FLOOO INSURANCE RATE MAP (FIRM) INFORMATION DATE~� I EFF�CTWEIREbISED DATE (Zone AO. use depth of fbo&V) 153. 0 310. kldtcaIe the swuce d the Base Flood Eleva*m (8FE) data or base food depth entt>red in 89. L_ -I FIS Profile L_j FIRM Lj Camrvu* Oetem1 ned Q�t Other (Describe): 5e.2 O Mrr-CA't5 311. hdcate the elevation dataun used forte OE in M. C4 NGVD 1929 j --J NAVD 1966 u Other (Describe): 312. Is the blrA ft located Ina Coastal Baffler Resources System (CBRS) area or Othetwise Protected Area (OPA)? Lj Yes bQ No Deipnafon Data: -AAA ELEVATION INFORMATION C1. 84 drafts are based arc M;orabVcdon DrawirW LjBtaMV Under Canstnacdon' PjFwdshed C tstnicion •A new Ekwafon Cerffcate will bd rs pA'ed when consinrdlan of the buAdiq Is eomplate. ;i & A*q Olepram Number _ I (Select the bul ft diagram vast simtar to the buA ft for which this eeNfcats is being completed - see popes 6 and T. If ra diagram socurately spros a Is the building. provide a sketch or phoboprap L) c3. Bevatiorls —Zones Al -A30. AE. AK A (w1th SM. VE. V1430. V (with 8FE), AR. ARIA. AR7AE. ARIA14M. ARIAH. ARIAO CarWft Items C3ai below eecadfng.b the bulldrq degrarn:p uffied in Item C2. Static the datum used. Ifthe datun is dlferent from ane datnam used for the OFE In Section B. c onrert the datum b that used tor•Ihe WE Show Reid messu+ernents and dabml conversion. caiadatim ;he the space provided or the Ccm,ent� area of Section 0 or Section G. as appropr(aba. to docurrAnt the datum conversion. Oak= N& t v2 'lou he. Can+ 'FSM N to S RN SM aid A v.,a meat hosed 'b(n '� 111—S Does the elevafon reference mark used appear an the FIRM? u Yes C4140 O a) Tap d boltorrh floor (khdudrq baseneht or enctostas) _�,ZS ...� 04ro O b)Tcpof=dhighertloor _R(m) pFESSiQ�y�l O cl Boyom d la , not hwbsxtd sbuclrrd member (V zones only) _ tt(m) � `Y �) EF -A- • d) /leached garage imp d slab) _ ft(m) O e) Lowest elevation d medhtnery andfor equipment SS No. 2 7 O t) L+oweel agao m ' graft (LAG) i S • 3Z R -(m) ` C O g) tsphest adjaow t Wade (HK') 1 5 4 . a: fL(m) "P I �civ� 0 h) No. d pemhanent openings Mood vents) within 1 R above adjacent grade &J1A_ O A Total area d a1 pemwmt epeninP (f•N vents) in C311sq. In. (sq. cm) SECTION O - SURVEYOR. ENGINEER. OR ARCHITECT C13i 14CAT10N - This 1111" dm Is b be signed and sealed by a land suvc:yor. engineer. or architect authottaed by law to owtify elevation kdbmwdm I terry tenet the InbrrtreeTorh In Sections A A and can renis certificate mmserhis my best eArorts to itwptW b* data evaNaW. I vhdbratand8W &V false statement mer be puMshable by fine or knwbo rimeow under 1e U.S. Code. Section 1001 ttThFlElrs NVA1rE"' b�e+c�.��. �eetUe Y L"'"` fZ CSC 2 29 m�- a iF C1VI` GIJG((1E 1 COMPANY NAME �-re-NeY REG%IUe�E1t'(�G ADDSS S('laF�4ST®/�1VC.. u tTP I�i C r hl c n STATE CA LP CODE cFUA r4 wAl i�QQ t I t CPC QPvr7Q,cS: Ctnr ;:no trf*-nwt tAk t(NJ QFPI Ar`.FC At I PQ"rM IC r-rWT1r1r iC UA SECTION 1) - SURVEYOR, ENGINEER, OR ARCHITECT CBU MATION (CONTINUED) COPY both skies of dft EWmdon Ceffmate for (1) cmununity official. (2) instance agent/dorrpany. and (3) building owner. MIRTIff MIAMI SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT.BFEj . Fa Zone AO and Zone A (&KxA BFE). complete Items El ftough E3. ff ft 86YOWn CWWk43t0 is ktarmled Jbruse as =Waft h brmleflon fare LOW or LOMRf, Section C mLat be r a iF 1" Ted. . .. . .: - * .. .. , .... - . . : " ' El. &i*q DIVam Nmtw (Select V" �Kgkiing diagram most similar the for whichthiscerfficNe is being completed – see pages 6 and T. If no diagram aoctndely represents the building. provide a I'm or Famlop op E2.The lopdMelhatto AWm (kwkx&Vbwmrtoroximn)d#*WudVis t=t=111V105j�j�cm) 'LAabove or L„) below (d18*43M)ftlilghed a4soerlt Wade. E3- Far Zone A00rtf. -If no food depth number is available, Is the top ofthe bottom floor eWmW In accordance with the convnunkys _800121m mw0gems'ItOrdinanw? Q Yes L_jNo jjU*pwn. The local dkW must oerWythis * dMonaft InSection G. . SECTION F - PROPERTY OWNER (OR owNurs CERTIFICATION The properly amw or ownseaWhortzed represertative wto completes Section A. B. and E for Zone A (without a FEMA -issued or cull"8*14mied ME) or Zone AO must sign hem PROPEM CVMM OR OWNS AJT110RI_NAM ADDF4= CITY STATE 23P CODE DATE TialPHONE COMMIElm— I I Check twe If attachments SECTION G - COLUMM NNKXWTION ((OPTIONAL ) The bad 09dal Web authorized bylaw or ordinance Io adff**Wtie communlys loodpW marugement oidinu can complete Sed bWA. B.0(or 1%and Qo(tib E1@@drx CwokdL C4mpWIeIla app11c@b1*"d)and sips blow G1.UT1101 Im nWft hSwOm Cwu Jaen from d11wd*=Ta*d1onthat hoe bow signed and onlbosaed byalcannediLlvew.. Mal. sr, or ar AIR" who IS&AWdndbyatftorb*iawiom*Wwatkn&dm..wft &WIcatethe eouromand dell affn alit" defy In ft Oomrnarft am bdow.) G2_LJAso mu*cffjM IF1 to Soctlan Elora bdft baled InIons A (wWwAa FEMA . 4mMaromiu. nig 4mndBFE)or Z=*AO.. GIG. WThe lla-maltolda.-oft (Itemew-o%kiprovidedfor community Aoocllleirl nlarlapemlI purPoeft C -vqvq" Ag a!?sj 7. � '# wo'� .. satte count, - LAND OF NATURAL WEALTH AND BEAUTY July 31, 2002 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES William and Judith Case 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 Casey: TELEPHONE: (530) 538-7541 2165 Oak Way FAX: (530) 538-2140 Chico, CA 95973-8638 RE: Formal Warning Notice Building Code Violation 2854 West Sacramento Avenue Chico, CA 95973 AP # 006-072-024 Dear William and Judith Casey: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, a courtesy notice dated June 11, 2002, was sent to you notifying that you are in violation of the BCC, and 1998 California Building Code (CBC), at the above -referenced location. As of this date, the following violations still exist: Failure to obtain required permits, inspections and approval from this office for remodeling, wiring, plumbing and the conversion of an attic space to living. (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy (d) Section 3405 Change In Use Requires Conformance to Code The above violations(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten (10) days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). William and Judith Casey: July 31, 2002 Page 2 Should you have any questions concerning this matter, please contact Scott Rutherford or Michael C. Vieira in this office at the address or telephone number listed above. S*erely, , Chief Buildinf SR:th PROOF OF SERVICE BY MAIL 1 I am a citizen of the United States and employed in the County of Butte. I am, 2 and was at the time of the service hereinafter mentioned, over the age of eighteen years 3 and not a party to the within action. My business address is Department of 4 Development Services, Building Division. # 7 County Center Drive, Oroville, California 5 95965. I am readily familiar with the County's practice for collection and processing of 6 correspondence/documents for mailing with the United States Postal Service and that 7 said correspondence/documents are deposited with the United States Postal Service in 8 .the ordinary course of business on the same day. 9 On July 31, 2002, a foregoing 10 -Day Letter on the person(s) named below by 10 placing a true copy thereof in a sealed envelope, with first class postage thereon fully 11 paid, addressed as indicated below, and by placing said envelope 12 In the appropriate place within the Department of Development Services 13 ° where mail is collected for mailing with the United States Postal Services 14 on the same day. 15 X In the United States Postal Service Mail in Oroville, California. 16 William and Judith Case 17 2165 Oak Way Chico, CA 95973-8638 18 AP # 006-072-024 19 20 1 declare under penalty of perjury under the laws of the State of California on July 31, 2002 21 at Oroville, California. _ 22 23 24 25 26 Ty Holt Plan Ap cant Assistant 27 28 1 PRE -WSPECTION REPORT OWNER: GLS L°,% DATE: LOCATION: 0 U 17� CONTRACTOR: O rL PLA,MJV00CJ6 ?'ZONING: � PRE-INSPETION FOR C ( DATE TO INSPECTOR �-2-yt ' PglthUr H1Vr0RY:( ) NONE el AS FOLLOWS: W BURMING INSPECTOR'S REPORT Building Desettpdm: Casna�ei+cial/Usaaa ` �. . ResidentiaW of Units: y� - Currently Occupied�J�5�� AbWXkM0dM8VMt I Electric: Yes No i Electric on Off Condition of Electric Gas: Natura' V Propane None Currently On Off Obvious Problems: Sanitation: Plumbing Working_ �O Well Working L) e4 Pt dM J Obvious SewageProblems ACTION Potab'ke Water N� ISSUE: HOLD -- t4-, e - 12-& n/1/.4 �/� ro CG�...si - Inpector Date Sketc ings on reverse and indicate location on property. r Feb 01 02 08:13a P-1•. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ^ 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. tRev.12196) APPLICATION AND PERMIT Aeeea3onrMeaNUMem 11117 BUILDING PERMIT —OWNER �S O v _I TEUWHON ---- - SO FT• OCC. BUILDING VALUATION -- - -- !sem -CO TRUCTWNIEN EA �— — OERIS MAKING ADDRESS Flre Ince Total Valuation $ - ARCNRECT OR ENDDEER LICEME NO' Filing Fee $ _ 20.00 ARCHRECT OR ENGRIMV MAIJHO ADDRESS emom ADDRESS . ! �'�� ft --k- `0 �, �D Permit Fee E Plan Checking Fee $ _ Energy Plan Checking Fee $ PERMIT FEE i LOT NO. SUSDIMMINAME PARCEL MAP PLUMBING PERMIT Flling Fee 20.00 USEOFSTRUCTURE SF uplex 0 Mobilehome O Other _ _ Each Tr 7.00 Solar or heat um water heater 23.00 Water piping 15.00 TYPE OF WORK-PCOVY Now 0 Addition 0 Remodel Utilitips Instal tion 0 Other 0 _ Describ Work: L� Z - e, -S �� J'l C �� r� 7 S� Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G W 020.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Mein Service eoov oR less SOM oR l£33 23.00 . _ . ' r "PEiWT FEE PAlb 6 SHERIFF Q'�' /AVOW RECOMto --� A • �3 � �_ TOhff X14" COMM Mein Service 200A To 1000A 46.00 ..._._ New CfowEWNO occur. ,3.530. ORAD 6 ACCelD3Fr.. MULTI.OUTLET @7•SOI ' POWEA APPARATUS t 6 STNOL OUTLET q0. I Ex. Occup. OMET OR FWURES- SAL @ .50 Fac. Occup. ( .=D metro.°rRw) 5.00 _ Temporary Service 23.00 Mobile Horne Facilities 20.00 Misc Wiring, 23.60 - PERMIT FEE i MECHANICAL PERMIT Fling Feo 2o.o0 Heating Cooling Hood 6.5o ; Ventilation PERMIT FEts ! Mobile Home Installation Fee t Energy Inspection Fee S occ COlfST. TTPs TOTAL FEE $ HAL I D. FEES IMP FLOOD I COF PMC Po HO 936E 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 Receipt No. WHITE-O.O.S.-S.O. CANARY -ASSESSOR PINK•INSPECTOR OOLDENROD•APPLICANT 1-t 149 In, Feb 01 02 08:13a _ r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75411�� / PERMIT R IT 0. (Rev. 12/96) APPLICATION AND PERMIT% ASS ESSOR PARCEL MUMS [A �— (/ =G�� ' BUILDING PERMIT X11�•---- owNER �S `o TENON15 SO. FT. OCC. BUILDING VALUATION OWNERs �� vim- 1- C .. — . COIlTIi Vq S NAME 1 -.1 1 TgLEPHONE_ < -•-- I r r (n;— ! il/1 '(A" I C 0 LENDER'S MAILING ADDRESS —Fireplace Total Valuation s ARCHRECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ` ARCHTECT OR ENGINEER'S MATING ADDRESS Permit Fee $ Plan Checkin Fee $ SURONG ADDRESS G r� Energy Plan Checking Fee $ _ S PERMIT FEE $ LoP NO. sus01VISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF upiex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK Now ❑ Addition O Remodel ❑ L161 Qs Inatn tan ❑ Other ❑ Describe Work: L� C GL. 1 C J't C `� Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G I Wf C 20.00 PERMIT FEE S ELECTRICAL PERMIT I Filing Feel 20.00 Main Service000V OR LESS aowoRLEss -- 23.00 • "PERJIAIT FEE PALO $__12 SRAMobile SHERIFF $ Q'�' s AMOUNT RECEMb ; —L -L * �3 � 6 Z * TO to W. Zwo CO Main Service 200A TO IOOOA 46.001 NEW CONO . DWELLING OCCUP. OR ADDNS. I ACC. atDs. SO. 3.52Fr• NON.RESIO. MULTI•0UnkT @7.50;—" POWER APPARATUS 8 SINGLE OUTLET C0. I OUnOR FDLTUR EX. OCCU .E►E9 200 .00 - BAL .SO FU(ED APPLNS. OR Ex. OCCU OUT 0 REDID. EA 5.00 Temporary Service 23.00 _ Home Facilities 20.00 Misc Wirin 23.00 ` L D - - PERMIT FEE S l MECHANICAL PERMIT Filing Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FET: I S Mobile Home Installation Fee S Energy Inspection Fee S occ co►LST• TTPE TOTAL FEE $ �— NA2. O. FEES I IMP t FLOOD CDF PARC Po RD RSVE This permit permit is hereby Issued under of the Butte County Code and/or Indicated above for which fees have By PERMIT EXPIRES ON the applicable ptovisfOns Resolutions to do work been -paid. Date _ ate Receipt No. WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR OOLDENROD•APPUCANT COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card In a safe, conspicuous place. Do not remove until all required Inspections are made and building is approved for occupancy. Plans must be avail able_on.the.Job site. 042-130-047 02-1324 A.P. No.. CASEY, -Judy Owner —2854 West Sacramento Ave., Chico- — Contract-.Cont;.North State PumP Electric Services Change/SF Permit N _. PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION I DATE I INSPECTOR Revised 7/94 042-130-047 02-1324 i CASEY, Judy 2854 West Sacramento Ave., Chico Cont: North State PumP Electric Services Change/SF 042-130-047 02-1324 CASEY, Judy 2854 West Sacramento Ave., Chico Cont: North State PumP Electric Services Change/SF 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 ��'�� ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDN510NS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI G1 W1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing 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.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. OR ADONS. ( DW: ACC. S. SO 3.50FT. NOO..,. EW OONST.MULTI-IH OUTLET @7,50 OWER APPARATUS a smGLE OUTLET cw. Ex. OCCu OUTLET OR FIXTURES 20 @ 1'00 BAL O .50 Ex. Occup. Oa rs RES,,D,LNSDEl 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall hwith comply wit ose provisions. S/�? /Z Date ( l ((1 AgnatureApplica t - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP I FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r.-Yr.ti�r-itY4lr-1 }4�- ,w r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .0 " 7 County Center Drive • Oroville„California 95965 • Telephone (530) 538-7541�PE^R'MIT�o. (Rev. 12/96) APPLICATION AND PERMIT 69-1 'J-�i-a ASSESSOR PARCEL NUMBER • ZONING - BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDI_ Gam• AL ATIO.Rf'� .,OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE - CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace ' LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20:00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 1 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ I Describe' Work: Gas piping system 1 - 5 outlets 15.00 Building sewer •;15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service "".A OR IESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the.Business and Professions Code, and my license is in full force and effect.-- License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the, following reason: 4 ❑ I, as owner of the property, or my employees with wages as their sole compensation; will do the work, and the structure is not intended or offered for sale. ,” ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46. 00 CCU000A NEW CONST. D* ,%NG OCCUP. OR ADDNS. ( a ACC. S. so SO x 3.5¢FT: N p SINEODT MULTI. OUTLET BRANC @7.50 POWER APPARATUS a SINGLE OUTLET CIR. EX. Occu OUTLET OR FIXTURES BAS @' o sEx' Occu GFIxAl oOEA, 5.00 . Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 -of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: ; Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation - PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall seprovisions. rthwith comply w%10 X ,��; /�� /� Date ( (� _ gnature, Applica t - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ Hq2. D. FEES IMP I FLOOD I CDF' I PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date Data ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT , �••,-�•-q �:�i{i'r'i�11�`IT'�I*'�.�� i'lF�,r,{�L`f 1y.,.1'). 'Ty j' '►'i�-} „' 1'+�`;•w!��'�.-.+��„}'(^".•�.nr�r�.":..-r1-ti--.:.-y...v'�^:.� Y--r7._.-`r4._-`. '.'_"... )d COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION a + " 7 County Center Drive Oroville, California 95965 •.Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT t Ill ASSESSOR PARCEL NUMBER ,' 3 ZONING BUILDINGPERMIT �f OWNER ,. A, TELEPHONE SO. FT. OCC. BUILDING'S AL/UATdON r . OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAKING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ , ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 2000 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE 'SFO Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: c } Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 UE Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. " OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the. following reason: O 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. f O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. O 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO ,000A 46.00 NEW CONST. DWEWNG OCCUP. OR ADONS. J & ACC. BLDS. SO 3.50FT. NEW RESID. T.MULTI.OU guirs 97,50 POWER APPARATUS - & SINGLE OUTLET CIR. . EX. OCCU OUTLET OR FIXTURES BAL @ .50 tEx° Occup. oPIxLITE RESID.PLNSOEA 5.00 , Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O 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.) O 1 certify that in the performance of the work for which this permit is issued, 1 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. � % b X` !i ��(�_ ` err Date �1"3 '� Signature: f Applica t NO Owner O Contractor O Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of struct6res over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD I COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE -D [).S. -B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT z 042-130-047 024.324 CASEY, Judy 2854 West Sacramento Ave., Chico Cont: North State Pump Electric Services Change/SF � : '^?!sl•�ry'i. Y .... .-., _ .. .. -!. �-�i...,;..y;..- �-�•Anr'`:'�%T:c.`'i:'�.Zr ';,:`S I[I; yy�`Y�y.�'�.�t�,�'�, v`- .•. .. _ _. ..v ._. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION = ' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ,, PERMIT NO. - (Rev. 12/96) APPLICATION AND PERMIT ". a D 3 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER t TELEPHONE SO. FT. OCC. BUILDING: VAL'UATIONt, j OWNERS MAILING ADDRESS; CONTRACTOR'S NAME' TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20 0 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS' Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 ; TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping syste!n 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 800VOR LE Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under pr"ovisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION cense 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 I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation: as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 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. k X ��� `'� Date --;' 12 r Signature 6f Applica t -'❑ 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 CoA TO iuooA 46.00 NEW CONST. DIN 0CCUP. 3.5QS0. OR ADDNS FT. NEW CONST. MULTCOU�TLET NON-RESID, C @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex, Occup. OUTLET OR FIXTURES BAL 2 @ .50 Q .50 •. PPLNS Ex. Occup. pFUTMEDg R .,15 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 Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. p, FEES IMP I FLOOD I CDF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have r ,. By "F; .' ' • � •vin rj PERMIT EXPIRES ON z.' the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t ,r�1. 6r-- odwrver 1 <?YSIT- "`/�} i t i IA40 w-st,L 3b 4 6J E ,4\. 1 Imo) A2 A, 2 w Fj a Juq ruSC s C SSE0627 Al Long ellow umber Co., Inc.,-Unico, =-61 1-0-0 5.6..1 5.00 rTT ROOF TRUSS 12 I 1 9 7434 4.201 SRI s Apr 2 2 1 5-10115 9-7-15 14-4-1 0-1-14 3.g 0 4-8-3 4x6 3x4 = 3x8 = 3 A R2510348 18-1-1 145-95 24-0-0 25-6-0 3-9-0 0-4-14 5-6-1 1-6-0 SCale = 1:44.8 4x6 dx4 = 3x4 = 4x6 = 1,5x4 it _.. 3x4 = 14-4°1 5 6 1 18 5 15 24.0-0 ate sets (4-114 4.8-3 --- _ T. 8 4-1-14 5-6-1 LOADING (psf) SPACING - TCLL 16.0 Plates Increase 1.025 CSI ®EFL fCDL 10.0 TC 0.42 Vert(LL) 0.18 10-12 >999 PLATES BCLL Lumber Increase 1.25 8C 0.66 VertfTLy 0,37 10-12 >767 NI1120 BCDL ®:00 Rep itr35S IryCP NO WB 0.41 Horz(TL) 0.10 7 n/a Code USC97/ANS195 (Matrix) 1st LC LL Min I/deft = 240 LllPABgR _ Weight: 101 Ib TOP CHORD 2 X 4 OF No.1-G BRACING BOT CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 3-6-13 oc purlins, except WEBS 2 X 4 DF Std -G 2-0-0 oc purlins (3-2-8 max-). 3-6. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS fib/size) 2 =1386/0-3-8, 7 =1386/0.3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3000, 3-4=-2695, 4-14=-3585, 5-14=-3585, 5-6=-2695, 6-7=-3000, 7-8=29 BOT CHORD 2-'13=2734, 13-15==3585 , WEBS 12-15=3585, 11-12=3584, 10-11 =3584, 10-16=3584, 9-16=3584, 7-9=2734 3-13=601, 4-13=-1010, 4-12=99, 5-12=0, 5-10=99, 5-9=-1010, 6-9=601 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 Psi bottom chord live load nonconcurrent with any other live loads per Table No. 16-8 UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Girder carries hip end with 5-0-0 end setback 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 182.01b down at 18-4-3, and 182.01b down at 5-7-13 on top chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase= 1.25, Plate Increase= 1.25 Uniform Loads (pit) Vert: 1-3=-52.0, 3-6=-87.2, 6-8=-52,0, 2-7=-23.5 Concentrated Loads (1b) Vert: 3=-182.0 6=-182.0 GRIP 220/195 June 28,2002 II- °�G 0-� LI d10naNI N31IK rVdtrZ _Z007 'OZ ui r o• L_ _ __ _. Job russ Truss y CASE0627 A2 CAL HIP Longfel ow Lumber o., Inc., Chico, Ca. 9 �2✓} 74 1 6 0 7.6-•1 0-4-14 4x6 2 1 (optional) 4,201 1-11 s Apr 2-2-002 Mi7ek Industries, Inc- ed JL 12-0-0 16-1-1 16,5-,15 24-0-0 4-1-1 4-1-1 0-4-14 7-6-1 3x4 = 4x6 R2510349 9-6-0 Scale = 1:45.6 zj 0 4x4 - 3x4 - 3x4 - 3x4 - r � r _ 165.15 24-0-0 7-6.1 - _ 5-11-14 7-6.1 LOADING (psf) TCLL 16.0 SPACING, Plates Increase 2-0.0 1.25 GSI TC 0.51 DEFL in (loc) Udell PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.52 Vart(LL) -0.12 8-10 >999 Vert(TL) -0.25 8-10 >999 M1120 220/195 BCLL 0.0 BCDL 7.0 Rep Stress Incr Code UBC97/ANS195 NO WB 0.17 (Matrix) Horz(TL) 0.06 6 n/a 1 st LC LL Min I/deft = 240 Weight: 94 Ib LUMBER TOP CHORD2 X 4 DF No.1-G GRACING BOT CHORD 2 X 4 OF •G TOP CHORD Sheathed or 4-3-0 cc purlins, except WEBS 2 X 4 OF td -G Std- 2-0-0 cc purlins (4-7-3 max.): 3-5. BOT CHORD Rigid calling directly applied or 10.0-0 oc bracing. REACTIONS (Ib/size) 2=998/0-3-8, 6=g98/0_3_8 FORCES (lb) - First Load Case Only TOP CHORD 1.2=29, 2-3=-1920, 3-11 = 1701, 4-11 =-1701, 4-12=-1701, 5-12=-1701, 5-6=-1920, 6-7=29 BOT CHORD 2-10=1713,9-10=1864,3-9=1864,6-8=1713 WEBS 3-10=248,4-10=-197,4-8=-197,5-8=243 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 Psi bottom chord live load nonconcurrent with any other live loads per Table No. 16-B , UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) This truss has been designed with ANSI/ rPl 1-1995 criteria. 6) Girder carries tie-in spans of 2-0-0 from front girder and 4-0-0 from back girder 7) Design assumes 4x2 (fiat orientation) purlins at oc spacing indicated, fastenedto truss TC w/ 2-1®d nails. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Special hanger(s) or connection(s) required to support concentrated load(s) 78.0Ib down at 16-0-0, and 78.01b down at 8-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASES) Standard 1) Regular: Lumber Increase = 1.25, Plate Increase = 1.25 Uniform Loads (plf) Vert: 1-3=-52.0,3-11 =-52.0, 5-12=-52.0, 5-7=-52.0, 2-6=-14.0 `! ' Concentrated Loads (Ib) Vert: 11 =-78.0 12=-78.0 Trapezoidal Loads (plf) Vert: 11 =-52.0-to-4=-78.0, 4= -78.0 -to -12=-52.0 f ; WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE I June 28,2002 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an individual building component to be installed and loaded verlicailly. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSBrw - 89 Bracing Specification, and HIB•gl Handling Installation and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrio Drive. Madison. W1 53719 Aete'_I_ ®-�--_= siidisnaN1 /I11 Ve° bVdvZ�� _ 007 8Z''a»� T� 1 did t 1 6 0 1 6-: 14 12 0 0 17-8-2 24-M 25-5-0 T-0 0 (3-3.14 5-8-2 5-5-2 6-3-14 1 8 0 4x4 - Scale = 1:48.6 E LOADING (psf) TCLL 16.0 TCDL 10.0 BCLL 0.0 BCDL 7.0 www — 1 u 9 8 3x4 - 3x4 - 3x4 - 3x4 8-2-10 15-94; 24 0-0 8-2-10 7-8-13 8-2-10 SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP Plates Increase 1,25 TC 0.32 Vert(LL) -0.11 8-10 >999 M1120 220/195 Lumber increase 1.25 BC 0.62 Vert(TL) -0.22 8-10 >999 Rep Stress lncr YES WE 0.17 Horz(TL) 0.04 6 n/a Code UDC97/ANSI95 1 st LC LL Min I/defl = 240 Weight: 97 ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 5-1-1 oc purlins, BOT CHORD 2 X 4 DF No.1-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std -G REACTIONS (Ib/size) 2=868/0-3-8, 6=868/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD 1-2=14,2-3=-1431,3-4=-1244,4-5=-1244,5-6=-1431,6-7=14 BOT CHORD 2-10=1314,9-10=901,8-9=901,6-3=1314 WEBS 3.10=-275, 4-10=411, 4-8=411, 5-8=-275 NOTES 1) This truss has been checked for unbalanced loading conditions, 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B , UBC -97. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1 WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITak connectors, 'This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. ®® nr Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, WI 53719 AAe°PAr InehiclAor. IrIC, —9E/V 'd®--9119'11 0)31d1)n0i,11 )1311 VV 1/1d9Z —ZOOZ _... - --- ---_. _.... _ _... _------_1L_L -- __-----------------' _ _