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027-070-061
County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Phil DeCann ADDRESS: 65 Cynthiann Court CITY & STATE: Oroville, CA 95966 ' n ATF r1F rl GIM• nfi/19/n F,• tx/off 7318'6 ✓ o6 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet APN: 027-070-061 Permit No.: 04-2334 PAID RETAINED REFUND Development Services $ 109.98 $ 55.00 $ 54.98 THERM DRNG $ - $ - $ - SMIP $ - $ - $ - SHR $ - $ - $ - SRA $ - $ - $ - TOTAL $ 109.98 $ 55.00 $ 54.98 ....................... ............ ............................................ ............ ... ......... .............................................. ...................................................:......... :HREAKDOWN:::::::::: ... .... .. .............. SUDG:ET : .. .............. ............. : AGC+E)�JNT ............. .............. ...:.......... : AMOUNT:: 101001 DVLPMNT SVC 440-001 4210500 $ 54.98 1011822 THERM DRNG 1800 280 $ - c:::::•: 1011430 SMIP 1001 280 $ - 1011811SHR 1800 280 $ - 101001 SRAJ 0100 4617240 $ - r—r . TOTAL $ 54.981$ 54.98 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as tated. Dated this KSb / day ofy( , 2006, at C� , Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or I delivered and that there is a BudU'���e't Appropriation or Speck Board Approval (Check one) for the sa Dated this day of, 2006, at Oroville Calif. Depa ment Head or Authorized Deputy Dept. SEE Exp. F Code BREAKDOWN Code PAYABLE FROM FUND UU NU I VVKI I G [SCLUVV 11110 LINO - AUUI I UK O U,)r- UNLT DEPT & SUB PROD I SUB. OBJ I CLAIM NO. I INV NO. ' I INV. DATE I - ENCUMB. I GROSS AMT. 0 Butte County Department of Development Services 3TrF TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 0° 00 , • 7 County Center Drive o o Oroville, CA 95965 _ c_= (530) 538-7601 Telephone cOUN'�y (530) 538-2140 Facsimile , www.buttecounty.net/dds ADMINISTRATION * BUILDING * PLANNING 6/19/2006 Phil DeCann M 65 Cynthiann Court ; Oroville, CA 95966 RE: Permit No. 04-2334 APN#027-070=061 Owner: same On -4/19/2006, a . deposit was made in the amount of $.109.98, of which $55.00 was retained. Please sign, date, and return the enclosed.claim form.to this office. Once we receive the, claim form, we will then process yourrefund in the amount of,$54' 98. Should you have any questions, please'contact.this office Monday through Friday, 8:00 a.m: to 4:00 p.m., at 538-7601. - Sincerely, t Diane Lewellen Account Clerk, Senior Administrative Division + . .enclosure. 04-2334.1tr } County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Phil DeCann ADDRESS: 65 Cynthiann Court ` CITY & STATE: Oroville, CA 95966 DATE OF CLAIM: 06/19/06 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES . DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELA AMOUNT. Refund Claim - See attached calculation sheet APN: 027-070-061 Permit No.: 04-2334 PAID RETAINED REFUND Development Services ` $ . 109.98 $ 55.00 $ 54.98 ' THERM DRNG $ - $ - $ - SMIR $ - $ - $ - SHR $ - $ - $ - SRA $ -t $ - $ - TOTAL $ 109.98 $ 55.00 $ 54.98 ..........•.•. ..�...•..•. . Bi E-A-KDOWN ::::::::::::::SYJI)G T. :AGC0 7NT :AMOUNT: 101001 DVLPMNT SVC 440-001 4210500 $ 54.98 1011822 THERM DRNG 1800 280 $ - 1011430 SMIP 1001 280 $ - 1011811 SHR 1800 280 $ - 1 101001 SRA 0100 4617240 $ - TOTAL $ 54.981$ 54.98 I,the undersigned, declare under penalty of perjury that the services or anicies ciaimea nave Deen penormeo or aewerea, ano inat ims claim is true and correct as stated. Dated this day of 2006, at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check one) for the same. Dated this day,of , 2006, at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code 'PAYABLE FROM - FUND • i DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB PROJ SUB. OBJ CLAIM NO. INV NO. INV. DATE ENCUMB. GROSS AMT. f I -- APPROVAL Date Reviewed Bill Barron Supervisor Building Inspection i' CHECK: $54.98 05/19/2006 DIFFERENCE: $0.00 (Should be blank) REFUND CALCULATION SHEET CLAIMANT: ADDRESS: CITY & STATE: DATE OF CLAIM: Phil DeCann 65 Cynthiann Court Oroville, CA 95966 05/19/06 APN: 027-070-061 RECEIPT NUMBER: RECEIPT DATE: ISSUED TO: CHECK #: AMOUNT: PERMIT #: PRIOR REFUNDS: FEES VERIFIED RECEIPT INFORMATION 450095 04/16/2006 Phil DeCann 4082 $109.98 04-2334 Yes No Yes No Yes No X X REFUND BREAKDOWN Title Fund Dept Accnt Cash BLDG 0010 440-001 4210500 101001 _ THRM DRNG 1800 THRM DRN 280 1011822 AUD SUSP 1001 (SMTP) 280 1011430 SHER DEV FE 1800: (SHR) 3. 280 1011811 DETAIL PAID RETAIN REFUND BLDG Time 109.98 109.98 :::::::::::: ................................. .. »>:: ............................ . ::::: >' ::: ::::: :::::::::: .......... . ::::'':: >.. ::::::::: :::::::::: >:: >::::::::::: ::::::::: .......... >:< ::::::::: >: >:: Filin from Plan Check 0.00 0.00 0.00 Plan Check/Filing 0.251 27.50 0.00 0.00 ;0.00 Inspection 1 0.00 109.98 109.981 109.98::::::::::: BLDG FEES' s . .. OTHER BLDG _ Fees applied to permit 06-0955 REFUND PROCESS FEE 0.00 55.00 -55.00 -55.00::::: 0.00 0.00 54.99 0.00 0.00 7 0.00:::«'.: BUILDING TOTAL 109.98 55.00 54.98 " 54.98 THERM DRNG 0.00 0.00: SMIP '0.00 0.00 SHR' 0.00 SRA. > "" 0.00 , APPROVAL Date Reviewed Bill Barron Supervisor Building Inspection i' CHECK: $54.98 05/19/2006 DIFFERENCE: $0.00 (Should be blank) 7 4 - ; °g0TrF° Butte County Department of Develop�zent Services o Building Division - - ° 7 County Center Drive couN'�y Oroville, CA 95965 (530) 538-7541 REFUND REQUEST APPLICATION REFUND POLICY - Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the fees, whose name is on t he receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued - if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County Departments are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the receipt) and return to Develo ment Services for a ment Dmcessipa. CLAIMANT'S NAME: MAILING ADDRESS:�T- PHONE: ASSESSOR'S PARCEL NO.: [Please use one claim form per permit] BLDG PERMIT NO.: _ `� Receipt No. 1 Receipt No. 2 Receipt No. 3 RECEIPT NO.: -Z2A RECEIPT DATE: Zt _ RECEIPT AMOUNT: ; ✓�F REASON FOR REFUND REQUEST: A60 Check those fees which you wish to have considered for refund: 10 =--B/uilding Permit Fees [Sheriff Fees SRA Fees (CDF Fire Plan Other (specify): Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may ick them up prior to that time. Signature K:/Forms/Refund Application 082203 9�1g-'�/Z& Date ��6�C�J=�-- M BALANCE OF FEES SSI` DATE: PERMIT: ASSESSOR PARCEL #: 01 � - ow ca OWNER'S NAME:1 , �F cann- k 1 FEES: (Amount and Purpose): BALANCE OF FEES: $ ; i ADDITIONAL FEES: $ REVISED PLAN CHECK:` $ ' SHERIFF FEE: $ C. ��-Rkk `q j COPIES $ E URBAN AREA FEES $ CSA 87 ,(North Chico Spec) ' $ WATER TENDER FEE $ BATTALION # THE10M DRAINAGE FEE $ OTTER �ilevlCtl $ IO OTHER $ VALUATION - IF BALANCE OF FEES OR ADDITIONAL FEES: TOTAL VALUATION: $ ADDITIONAL VAL: $ • �� �� �; ) ' ' �/(O Y2- (Check 2(Check one) COUN'T'Y CITY OF BIGGS a - (Check one) RESIDENTIAL COMP,IEP.CLAL 334 027-070-061 LAST NAME FIRST NAME CONTRACTOR • CITY/CTY STREET NO STREET NAME CYNTHIANN CT CITY • ' • ;USE TYPE REMARKS • 25 char. ma_x B� M E.� M - VALUATION FLOOD — 1.044.81 _ RECEIPT 4 FINALED � PhkChkd By -1: _® RReetuurn-1'2CdB: �Str Chk-1: LStrChk 2 Chk-3: Chkd By -3: Str Appr: ments: 255 char. max °a o 8/6/2004 10/15/2004 8/6/04 $152.98 SRA $5.76 SMIP#412031.mjs STRUC TO PHILO. Spcl insp and detached accessory form must be plancheck after provided. Ping aprvl reqd-data sht items.mc 419/6 REN PD 109.98. Clerical Error. Refund requsted 4/26/06. Permit w/Di Revised 11/28/2005 DATE 4/20/2006 BAG # 329 RANGE OF RECEIPTS: 450092-450107 MONEY COLLECTED: 04/19/2006 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET - BUILDING DIVISION Page 1 of 4 10 -0100 -1001 -10 -10 -10 -10 -10 -10 -0100 BUILDING PERMITS FIRE - SRA SMIP FEE COPIES PUBLIC SALES REMOVE NOTICE OF VIOLATION RETURN CHECK FEE AVA COURT RESTITUTION WITNESS FEES RECORDERS FEES FIRE - COMMCL PLNG REV FEES PERMIT# RECEIPT# 4210500 4617240 280 4711910 4350903 4610105 4617252 4712523 4613701 4617237 101001 101001 1011298 101001 101001 101001 101001 101001 101001 101001 060891 450092 $ 137.50 060462 450093 $ 329.94 $ 12.29 060892 450094 $ 219.96 _ x042334' -_ =45005 _'" '$-"",109.98' 'REFUND"" 060893 450096 $ 220.00 060164 450097 $ 775.36 $ 7.45 060894 450098 $ 1,138.63 $ 95.00 060895 450099 $ 55.00 060292 450100 $ 1,790.75 $ 15.16 060896 450101 $ 150.00 $ 0.45 060679 450102 $ 670.88 $ 95.00 060721 450103 $ 1,035.69 $ 10.99 060722 450103 $ 1,035.69 $ 10.99 060723 450103 $ 1,035.69 $ 10.99 060724 450103 $ 1,035.69 $ 10.99 060725 450103 $ 1,035.69 $ 10.99 060726 450103 $ _ 1,035.69 $ 10.99 060727 450103 $ 1,035.69 $ 10.99 060729 450103 $ 1,035.69 $ 10.99 VOID 450104 VOID 450105 060298 450106 $ 2,104.14 $ 21.96 051587 450107 $ 1,911.36 $ 49.90 $ 84.00 $ 17,899.02 $ 190.00 $ 195.13 $ - $ - $ - $ - $ - $ - $ 84.00 Page 1 of 4 COUNTY OF BUTTE OFFICIAL RECEIPT 450093 KI - 20"I'A r" CASH ❑ CHECK •(530) 743-8511 Received By, i,, • k7 rt'll a). Title By COUNTY OF BUTTE. 4�! OFFICIAL RECEIPT 450094 OFFICE OR DEPARTMENT ISSUING RECEIPT 20 .R&iived from $ 50 Sum of—. n, 11 •f C�,,4 ri tn, Fof ZiEeived: Received By CASH Title CHE CK J By 1AVCO BUSINESS FORMS - (530) 743-8511 Form 84702E COUNTY. DF BUTTE OFFICIAL RECEIPT 450095' "'OFFICE 08 Cf.EPARTFENT ISSUING RECEIPTn 20 i; 1 - — 0; 1. 4 t 1, ni !I Received from I , I The.Sum of 11 yn, In 1 7 Receiv*ed: Received By CASH Title CHECK By - v�u tsUtHNESS FORMS • (530) 743-8511 Form 84702 COUNTY OF BUTTE OFFICIAL CEI T 4 5 0 0.96 OFFICE OR DEPARTMENT ISSUING RECEIPT 'Received from r- r rn-j op IV! Ir 1!-W' Sum of �K, I kit �i J 'For .,�.:.eCelved: .:z `s NOTES ' RESIDENTIAL PERMIT NO. t 027-070-061 �`— - 04-2334'— . DECANN, PHIL: CYNTHIANN CT, OROVILLE ; CONT: OWNER NEW SHOP (�- [PERMIVRENEWAL DATE: -06 BP# CU Y- Z_33 14 . EXPIRES:_-/�p7 SPECIAL CONDITIONS CHECKED BY ._SRA FLOOD CERTIFICATE REQ. F1�63E SPRINKLERS REQ. —ESPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature // &—m—m = OK = NoCOK{ `NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) Footings; Soils -Size -Depth -Spacing -Connectors -Steel 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 4. 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 7. Well Clearance & Disconnect 7. 8. Utility Clearance Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 14qy Card B-1 .a /F Jaate Card B-1 Date f p Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4 MISCELLAN S )ate DECO, COVERS, CARPORTS, GARAGES ns) OK except #'s ng Requirements-Setbac - asements 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 14qy Card B-1 .a /F Jaate Card B-1 Date f p Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = NotOK - =Not Applicable Ap . = Not Ready 47. RESIDENTIAL Date UN RFLOOR (Plans) OK except #'s Date V,Zoning-Setbacks-Easement -Flood-Slope Date PLUMBING (Permit) OK except #'s Ftg., Main; Soils-Elec. G .-/ /" Ftg. Depth 17. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 18. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 19. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 20. 6. Stemwalls, Garage; Steel -Blockouts-Wrapped 21. 6a. Hold Downs and Special Anchors 22. 7. Slab, Steel -Wrapped 23. 8. Piers -Fireplace Ftg.-Steel 70. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 71. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 72. 11. Water Pipe; Test -Anchors -Regulator -Service Test ELECTRICAL (Permit) OK except #'s 12. Electric Underground 24. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 25. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 26. 15. Access & Ventilation 27. 16. Insulation (Single & Duplex) Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors Date Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date 50. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 52. 17. Water Htr.; Vent -Access -Combustion Air Baffle Property Line Firewall & Openings 18. Water Pipe; Test & Anchor -Nail Protection 55. 19. D.W.V.; Test Fittings & Anchor -Nail Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 20. Shower Pan; Test, First Floor -Tub Access 58. 21. Test Tub & Shower, Second Floor -Tub Access Glazing Area -Glass Protection -Skylights -Plastic 22. Gas Pipe; Sixe & Anchors 61. 23. Fire Sprinkler; Test 70. Stairs & Rails Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 24. Fixture & Transformer Clearance -Ins. Protection Elec. Outlets & Receptacles at Kit. Counter 25. Elec. Receptacles Spacing -Lights & Switches at Doors Garage Fire Door; Swing -Landing -Closure 26. Size Boxes & No. of Conductors Stapled A.C. Duct in Garage -Damper 27. Romex Installed Close to Edge of Studs & C.J. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Plb.; Elec. & Mech. Equip. Listed for Location 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Elec. Receptacles in Garage (F.F.I.)-Romex Protection 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Insulation -Foam -Looked in Attic 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No Guard Rails & Deck Construction -Post Caps 32. Service -Riser Conductors & Ground Main Disconnect Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 33. Equip. Clearances Panels-Motors-Mech. Equip. Clearance Looked under Floor U Yes 34. Clothes Closet Light -Shower Light -Spa Light Following Instld./Drive O Yes 0 No/Walks O Yes 0 No/Planters O Yes 0 No 35. Smoke Detector Stucco Brown -Finish 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 88. 36. A.C. Ducts Insulation & Support 89. 37. Vent Fan, Exhaust above insulation 90. 38. Condensate Drain & Overflow, Size & Grade 91. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 92. 40. Attic Access & Platform if Furnace in Attic Date Water & Sewer Connected -C/O to Grade -HD Approval Card B-1 Date Card B-1 Date Energy Compliance Certificate -Other Certificates Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43. Bearing Walls over Girders & Floor Nailing Date 44. Draft Stop in Walls (rat proof) Comments at Final: 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. I nfi Itration-Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.FI. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor U Yes 83. Following Instld./Drive O Yes 0 No/Walks O Yes 0 No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Pibg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION M (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netWds LICENSED CONTRACTORS 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: License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to.a civil penalty of not more than five hundred dollars ($500).): 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does . not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of th usiness and Professions Code Date:.1 C: - I S L) owner. _ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code; for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy I 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 the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 1 b - U `I Applicahi:° WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY i-iierebyatiirr that there is a construct on ienclingagencyf6(r'i a `, performance of the work for %tihich this permit is issued (Sec 3097 Civ.) Name: Address: PERMIT NO. BP042334 Issued Date: 10/15/2004 APN: 027-070-061-000 Site Address: Map Index: Description: SHOP (2400) Owner: PHIL DECANN SARAH AVERA 169 BARDOLINO LN. OROVILLE, CA 95966 530-624-4850 Applicant: PHIL DECANN Contractor: License '#: Architect: Engineer: Total Square Ft: 2400 S.F. Valuation: $57,600.00 Census Code:. roe-# y/203i 140V(117�t,$ 604/y a/ ids hereby issued under t"olicable provisions of the Butte County CodA ?nrt/or ns' ao work indicate a ave or which fees have been paid. 44") _m Date: EXPIRES ON: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ , Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the q6ty, authorized, agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any ffcial for or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: t& 91L-1\���� h%'y Signature "C Date: V ( 5 Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor — -1 1 Date REV 10/921 -.=-° Inspector . r COUNTY OF BUTTE .+f BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES` 7 County Center Drive • Oroville, CA! (530) 538-7541 TOLL FREE (530) 891-2751# CORRECTION NOTICE =A ,res OWNER PERMIT NO. •- u.t Y 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 ou have any questions pertaining to this matter, or need additional explanation, w .fig please cont t this office immediately. etA I t W v \ Y/ /` `fes /` f`.' 1 1 Date REV 10/921 -.=-° Inspector u.t Y BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds LICENSED CONTRACTORS 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: License Number: Date: Contractor. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, Improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): . 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 9 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of thypusiness and Professions Code Date: l(� bwnJ—\--, 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 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: Oki 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 the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicaht WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: PERMIT NO. BP042334 Issued Date: 10/15/2004 APN: 027-070-061-000 Site Address: 0—yn A1(JAr7 e rj I rrtzG° Map Index: Description: SHOP (2400) Owner: PHIL DECANN SARAH AVERA 169 BARDOLINO LN. OROVILLE, CA 95966 530-624-4850 Applicant: PHIL DECANN Contractor: License #: Architect: Engineer: Total Square Ft: 2400 S.F. Valuation: $57,600.00 Census Code: 7�e e-# . 0-2031 6.0//-// ?11 This permit is hereby issued under 11 plicable provisions of the Butte County Cody ?nrt/or Resolutions do work Indicated a ova For which fees have been paid. �J / By: Li Date: ` /1 r S V PERMIT EXPIRES ON: /(J �� ^ Cos ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the ouly author gd. agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any fficial to or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name:'rte f? 4-4- ��'� y _ Signature Date: Owner ❑ Contractor O Agent for Owner ❑ Agent for Contractor aFRMrTC acrnMF Nt 11 I. ANn vnln 11 YEAR FROM TNF nATF_ OF ISSUANCE. OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. Inspection Type Insp. Date Ground work _ Setbacks , Foundation/Footings Piers c Grade Beams Eufer Ground Hold downs Stemwalls Do Not Pour Concrete Until Above Signed Slab - Slab -Garage Gas Test Yard Pipe Blocks CMU/Logs I Lift 2 nd Lift V Lift Final Lift Under Floor/Slab Framing Shear Transfer Plumbing Mechanical Gas Piping 0 Not Install Floor Sheat ing or Slab Until Above Signed Butte County Department of Development Services Inspection Card 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX #: (530)538-2140 Visit our website at: www.buttecounty.net/dds ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type Insp. Date Framing Rough Framing Rough Plumbing Rough Mechanical Rough Electrical Rough Gas Roof Sheathing Straps Shear Transfer Shower Pan Rough Sprinkler Do Not Insulate Until Above Sianed Insulation Wall.lnsulation Ceiling Insulation Do Not Cover Until Above Signed Shear Interior Shear Exterior Shear Braced Wall Wall Covering T -Bar Ceiling/RC Sheet Rock -Is layer Sheet Rock -2nd layer Separation/Location Framing/Openings Gas Test House Pipe Stucco Lath Scratch + Brown Finish Inspection Type Insp. Date NOTES Insp. Date Final Plumbing Final Mechanical Final Electrical Final Insulation Certificate Final Sprinkler Swimming Pool Setbacks Pool Steel/Pre-Gunite Electrical Bonding Enclosures & Alarms Plumbing Electrical Gas Test Light Nitch _Other Agencies Insp. Date Public Works Sewer Spec Inspection Fire Department Underground Final Sprinkler Fire Final Temp Elect Auth Elect Authorization Gas Authorization Permit Finaled PERMITS BECOME NULL AND VOID I YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OF STATE LAWS B. C. Insp. Card 02-17-04 pg 2 Z O Z LU 1= 111 _Om L) co CL U)CL Z2_ZLU W Cl)OZWZ LLJ LL. JPO a. W CO)Z �o0Lu IIJ a. OQ>oino �vW Z0awW -. LU U) a It CO III WoCL o U) Z < U) ch m Ix Z Q H'a. }.L)0 W LU = Q O LU P Ix Lu LU LL W maLum JU)Ji' Q LU J Z V)�;J m Q .O -7 B. C. Insp. Card 02-17-04 pg 2 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060955 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 04/26/2006 APN: 027-070-061-000 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. Site Address: 65 CYNTHIANN CT ORO License Class : License Number: Map Index: Date: Contractor: Description: ELECTRICAL FOR SHOP OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: PHILLIP J. DECANN permit to construct, alter, improve, demolish, or repair any structure, prior 65 CYNTHIANN CT to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of OROVILL CA the Contractor's State License Law (Chapter 9 commencing with Section 95956 7000) of Division 3 of the Business and Professions Code) or that he or (530) 532 she is exempt therefrom and the basis for the alleged exemption. Any -7670 - violation of Section 7031.5 by any applicant for a permit subjects the a—pp/licant to a civil penalty of not more than five hundred dollars ($500).): C� 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 (Sec. 7044, Business and Professions Applicant: PHILLIP J. DECANN Code: The Contractors' State License Law does not apply to an 65 CYNTHIANN CT owner of property who builds or improves thereon, and who does OROVILL CA such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 95956 sale. If however, the building or improvements are sold within one (530) 532-7670 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions -Code.- The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' ❑ State License Law.). 1 am Exempt under Article sionode Date/y—Z�_"wn License #: 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 Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Valuation: $0.00 Pol;c Census Code: 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 the 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. r �` Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. J/-f�,, ////� j CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the the for this is issued (Sec 3097 Civ.) This permit is hereby issued under the�p icable provisions of the Butte County Code and/or Resolution s do wor indicated,ab`/o¢ -f/oy� which fees have been paid. b�l✓VSU performance of work which permit By I'll �� !//J �Y Date: Name: r7 N PERMIT EXPIRES ON:T C Address: Date O 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 6 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official rm cument o utte County. I hereby authorize representativ of Butte County t ter upon bove mentioned property for inspection purp s. 1 Print Name: Signatu / /— Date: Owner ❑ Contractor ❑ Agent for Owner _ ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 OWNER-BUILDER VERIFICATION Attention Property Owner: An "owner-builder" building permit has been applied for in your name and bearing your signature. Please complete and return this, information at your earliest opportunity to avoid unnecessary delay in processing and issuing'your building permit.. No building perinit will be issued until this verification is received. t I personally pla oto-provide the m 'or labor and material for.construction of this proposed property imp+ ement: YES[. ] NO [ ]. 2. 'I HAVE [ r ] HAVE NOT [ ] signed an application. for a building permit for the proposed' ' work. 3. Thave 'contracted with the following persow(firm) to provide the proposed construction: NAME: ADDRESS: PHONE:CONTRACTOR'S LICENSE NO::' 4. 1 plan to provide, portions of the work;`but I have hired the following person.to coordinate, supervise, and provide the major work: .....+.NAME:' ' ADDRESS: .. , . PHONE: ' CONTRACTOR'S LICENSE NO: 5 I will provide some of the work but I have contracted,(hired) the following persons to provide the work indicated: a NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER. v DATE: NOTE: This Owner-Builder verification is required.by Section 19831 and 19832 of the California Health and Safety Code. t , This verification must be completed and returned to our office before we are permitted to issue the Permit. Rev'd 11/4/2004 Butte County Department of Development Services � IT r�- ADMINISTRATION ` BUILDING' GIS ` PLANNING o 7 County Center Drive -".10 Oroville, CA 95965 0 =* _- - of (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a biiilding permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. . BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net%dds PERMIT NO. BPO50946 LICENSED CONTRACTORS DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of 1 Issued Date: 06/27/2005 APN: 027-070-061-000 the Business and Professions Code, and my license is in full force and effect.' p7, . Site Address: 65 CYNTHIANN CT ORO License Class . Li Nu Date: ` ( Contractor: �1 Map Index: Description: GAR(576)BREEZEWAY(480) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: PHIL DECANN AND SARAH, AVERA-: -:.... u• .... . permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement tfiathe or she is licensed'pursuant to theprovisions of; 169 BARDOLINO LANE the State license Law (Chapter 9 commencing with Section OROVILLE CA 7000) of Division 3 of -the Business and Professions Code) or that he or. _ she is exempt -therefrom and the basis for the alleged exemption.: Any, 95966 violation 6f'Sectiorf'7031.5 by any applicant for a permit,subjects the ' (530) 532-7670 applicant to,.a.pivil penalty of not more than five hundred dollars ($500).):. e. O 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„(Sec, 7044 Business and,Professions - •, „, ,n ,,; .,,,, •. „-,. , ., �.•_ „�„a•, Code: The Contractors State License Law oe ds not apply to an Applicant: DE CANN, PHIL owner of property whobuilds or improves thereon, and who does .such work himself or.fierself or through his or her own employees, DORM LORD provided that.such improvements are not intended or_offered for 169 BARDOLINO LANE sale. If however*, the'building or improvements are sold within one OROVILLE, CA 95966 year of completion, the owner -builder will have the burden of proving that he or she did -not build or improve for the purpose of (530) 534-7670 sale.). ❑:. •. ,I,., as,, owner„ of„ the...property.. am„exclusively„_contracting.,,With. licensed contractors to construct the project (Sec. 7044, Business ,•.and Professions Code. The Contractors' State License Law does not apply to an owner of,propertywho builds or improves thereon, Contractor: *DE CANN, PHIL ,-and who contracts for such projects with a contractor(s) licensed pursuant to the. Contractors' State License Law.). ❑ ' 169 BARDOLINO LANE - ••. I am Exempt under Article 3.0 Bu ess d P ofessions Code OROVILLE,•CA 95966 Date4�owner: (530) 534-7670 ; WORKERS!.COMPENSAT16N DECLARATION I hereby affirm under'penalty of perjury one of the following declarations: - License #: 670920 ❑ 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.. Architect: I have and will maintain .workers' compensation insurance, as Engineer: required by Section, 3700 the Labor Code, for the performance of , the work for which this permit is issued. My workers' compensation insurance carrier and, policy number re: . Carrier: Total Square Ft: 1056 S.F. /�►Q pj , j�/ `Sy Policy #: (!U � Valuation: $21,504.00 ❑>..I certify that in the::perforrimarrce"of the work forwhich this permit is Census Code: issued,: 11' shall :not employ any person: iri- any manner so as to become, subject to the' 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. , ��.cO���. • ', Date: Applicant: WARNING: "d'Failure'to secure` workers''compensation coverage is subject a( employer'to criminal penalties and one unlawful, thousand hundred thousand dollars ($100,000); 'in addition to the cost of �l fOr j� compensation, damages as provided for in Section 3706 of the Labor code, interest„ and,attomey's fees , CONSTRUCTION LENDING AGENCY This permit is hereby issued under the a appl`iccaable provisions of the Birtte County Coda anNor I hereby affirm that there is a construction lending agency for the performance of the work for which this permifiS issued (Sec3097 Civ.)' Resolutions to do wo �above which fees have beenpaid. Name: By: Date: PERMIT EXPIRES ON: Date Address: ❑ I hereby certify.that the use of this ....facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and. use, of.hazardous materials. , - 13 .' Notification in accordance'with Section 1'9827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies,of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner..1:agree to comply with all county, and state'laws relatjng to building,construction.. I acknowledge it is unlawful to alter the substance of any official form or docu ent of Butte County. I hereby authorize rep' fives of Butte County to enter upon the above mentioned property for inspection pu e . Print Name:Signature: r Date; ❑ Owner ❑ Contractor gent for Owner❑Agent for Contractor Last Nan Address C' Phone j n�+ E-mail 'L BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION ° AND SUBMITTAL REQUIREMENTS ° 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 ! n �(� A FEE WILL BE REQ UIRED AT TIME OF APPLICATION 96 ° q **PLEASE PRINT CLEARLY** . P \q first Name _ C -r State 64 1 Zip Fax -,- CONTRACTOR Name Name City ®�0 r f� Address o® A Phone ..- E-mail City © V`AA State Zip Phones ' © Fax E-mail Uc. # ' D 9�4Class Wl - ..—M,%rrl;NGINEER N; — A 3JVgNO L�t7 T2i dM3N ; 0 31N`I `�� �I�I�V�I MO :JU03 — ,9b60 -S0 HINAD S9 PPhone NN V3gQ 190 -OL 0-Z ZO — E-mail State License Number APPLICANT NAME Name Addresslqo J �Y City ®�0 r f� State Zip Phone ..- E-mail K:\FORMS\BU FORMS\BldgApplSubRgmts.doc 2 Page 1 of 4 PERMIT 05-6 q1160 .,BP BIN # LOCATION GJln Property A ress City Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of workers compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Des" ' ion o Scope of Work: Sq. Foots 13 Stn c ure t = �- ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who. paid the fee. The request must be'made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. REV 7-27-04 0 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK C� 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans, (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. O 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑/ 5. Statement of Intent for Nog -heated and AIC for Non -Residential Buildings. L� 6. Manufactured homes: (gData sheets and installation inst, ( Marriage line info, (CWoor Plan, (D)'Fe down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these- must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractors license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agocultural Acknowledgment Statement. ❑ 11. L"Grant Deed, C11 .H. Title/Statement of Facts, liatetter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\BIdgApp1SubRgmts.d0c Page 2 of 2 REV 7.27-04 Applicant: DeCann, Phil . Permit No: 05-0946 Project Type: Garage/Patio Breezeway APN: 027-070=061 100% 70% o Plan Check Fees $ 279.96 $ 195.07 $ 279.96 $ .195.97. ; WILLDAN Fee $ 195.97 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other Butte County Department of Development Services wTtF ' YVONNE CHRISTOPHER, DIRECTOR • o o o i � 0 r. 7 County Center. Drivec-m. 0 0 ' c Oroville, CA 95965 00101 (530) 538.7601 Telephone R t (530) 538.7785 Facsimile 0 TO: WILLDAN FROM: Scott Rutherford (530),538-7160 ' srutherford ftuttecountv.net SUBJECT: Plans Transmittal For Review Per Contract Z: DATE: 4/14/2005: Applicant: DeCann, Phil . Permit No: 05-0946 Project Type: Garage/Patio Breezeway APN: 027-070=061 100% 70% o Plan Check Fees $ 279.96 $ 195.07 $ 279.96 $ .195.97. ; WILLDAN Fee $ 195.97 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDIWG- DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR ASSESSOR PARCEL NUMBER On / "'/) �G z)6 Proposed Building Use: Permit Technician: Date: ---/N,� «J Items required in order to apply for a pe rj it. AII'boxes D be�checked OR marked NA in order to apply. 11r 1. Site plans, 3 or 4 sets, signed 6y the preparer of the plans. i 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet-siqned by themust be stamped and wet-siqned by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) t�A i3P&(p`0� 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico fdroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 1 . Soils Report and/or Engineered Foundation required ........................................... ❑. Erosion Control Plan Required........................................................................ ❑� 0. ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ City of Chico Plumbing permit........................................................................ 22. Site plan and business license approval from the City of Biggs .............................. 23 California Department of Forestry plan approval G-Wd. Sent by:..I........ (� 24 Planning approval for (A) Use: (B)Parking: (C) Parcel Check :............ 6-24-19S _ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... C� 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑� ❑ Legal description, .H. Title, title search, registration or MCO ......................... Other O V I 3 Other.: When issued Telephone����0 "/ /��%��� and hold for pickup. I have been info d of the above ite an equirements for obtaining a building permit. r Applicant: Date: 1. Index p - application for thea a items numbered: Plan Check Letter 2. Additi nal items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: I Date: Structural reviewed IpT. Date: Structural approved by: Date: Note transfer by. Date: Yellow: Building Division COUNTY "OF BUTTE. DEPARTMENT UTTE_ DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT. OF FEES Website: www.buttecounty.net/dds OWNER Ph�Q,0-404 A.P. # 1 PROPROSED BUILDING USE 117aDATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X , $360.00,=$ Units Commercial (sq. ftg.)... X $0.03. = $ 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ . EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per. dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE 20498 aid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP �'f 9. OTHER 10. OTHER 11. OTHER At time of permit application, I was advised mav be chanized durine the olan checkin fees are required to be paid prior to issuance of the permit. These fees Pursuant to GovVnent Code Section 6602(T you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days ffim 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 Division Yellow -Applicant Pink -Owner (rev. 3/05) Q pSTM ENr °0 U T ° Il ° ° / 1 i o.. o A --ftamw— 5 't-Llc WCF� ' Department .0 o u n t J. Michael.Crump, Director of -Public Works o f B u a t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase Al Construction Storm Water Permit and Storm Water. Pollution Prevention Plan (SWPPP) Acknowledgement LLESS THAN 1 ACRQ Project Description: Project Location and/or Parcel Number: Bysigning below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of .California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board: I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department ofDevelopnelit Selvlces 0 %63 r ° 7 County Center Drive ° \ '' ° Oroville, CA 95965 (530) 538-7601 Telephone coUN (530) 538-7785 Facsimile �y BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this'building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances' from other regulatory entities, .including but not limited to, Planning, Environmental Health, Land, Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained . • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The. Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of -amended building plans to the Building Division.' Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances / from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include', but are .not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal' access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print:. Applicant Name: .i� APN:&e-- ®�%� Building site address: ✓ &6T_11. ky (Y __V_ ` �� Permit No.: I have read, understood and accept the terms ,and conditions as expressed herein as 'indicated .by my submission of the above -referenced building permit application and my signature below: 4IGNATUR APP I NT / DATE Copy to Applicant/EH/File K:Forms/BldgPennitwithoutClearances 020705 / M1 12IFF.I�C:.-� t�.'I: ,,..� . ' , Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature: Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building perriiit. will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [ ] NO [ ]. 2: I HAVE [' ] HAVE NOT [ J signed an applicatiori for a building permit for the proposed work. 3. I have contracted with the following person (firm) to"provide the proposed construction: NAME: ` ADDRESS: . ,PHONE:CONTRACTOR'S LICENSE NO:' 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise,.and provide the major work: NAME: VA) �C14,G�h k AL Qeo ADDRES 6 • PHONE: ,�j�j)� ?>31{ - CONTRACTOR' LICENSE NO: (, -)6 7,`6 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME] AWRES S PHONE TYP� OF WORK = l roto (.5 l ►,- I w • (�'-� : -,s� =.f t) *') I. ->h n i 1 A.)P.AA P11 -C SIGNED: PROPERTY OWNER: -17 DATE: L, J I`V lk) NOTE: This Owner- Builder verification is required by Section 19831 and 19832 of the Califoniia - Health and Safety Code. This verification must be completed and retumed to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department ®f Development Services ADMINISTRATION ` BUILDING ` GIS t PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a pen -nit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan 'to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o if you employ or otherwise engage any persons other than. your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their -own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. _ Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. C. Vieir4 C.B.O. Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. CA�WILLDAN , Serving Agencies June 20, 2005 ,r Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX r 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL Willdan Project No: 14353-1552-M Jurisdiction Job No: 05-0946 Assessor's Parcel No: '027-070-061 Description: DeCann- 'Garage/Patio Breezeway Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the .conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: ➢ Plans: Two (2) copies, sheets through 3 not dated, by Phil DeCann ➢ Truss Calculations: Two (2) copies dated 05/24/02 by Longfellow Lumber Co., Inc: The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. QW I LLDAN Serving Public Agencies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as CBC • Part 3, known as the California Electrical Code and abbreviated herein as CEC • Part 4, known as the California Mechanical Code and abbreviated herein as CMC • Part 5, known as the California Plumbing Code and abbreviated herein as CPC • Part 6, known as the California Energy -Code, and Energy Commission Standards, and abbreviated herein as CECS CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans and the permit documentation. Specific Type of Type of 1St Floor Sprinklers Stories Total Sq Ft Use Occupancy Construction S Ft _ Breezeway R-3 V -N No 1 480 480 Garage U-1 V -N No 1 576 576 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. 3. All plan sheets shall be signed by designer or person responsible for the plans as required by California Health & Safety Code Section 5536.1. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our planreview reveals no. special inspection needs pursuant to CBC 1701. Sincer, , I aac Kuster .Plans Examiner Cc: Alice Mefford, E-mail: amefford@buttecounty.net Phil DeCann Construction, 6900 Lincoln Blvd.; Oroville, CA 95966, Fax: (530) 532-7666 Page 2 of County of Butte Permit Number 05-0946 Willdan Project Number .14.35;-1552 k F0.4feZP. - Z4 r7oa I A'"'d0'2W E i - 7PC. f4• ---- P7f.6/' ` I /00' TOWE? C /NE _ F46EMENT rl zzr, 12 55' 5 - 5.0/ 4C,PE5 D 5'C4C E /'• /00' D1 T/OM� V g h /FMK cEL 60'Q/wU70 se 1 I O� QEVM GOCOT/ONMd/? O.?. Gle. 1936 0. „ I `� • e3d^M.616 LEGEND I ; • Q1 I I • - 4ET //P'?E94Q• C 5 GM2, � X - FOY/NOMOA UMENT49 N07EO - Ap/NT/7ETE?M/NeOONLY 1 i I - FOUNO %?Ebd?, C50P02 �Ia 11- - I 1 bd I c% *,45/1; OF 0EAR11165 `" `' `• `'' " I 14 N07M, <7es/e av 9eeaiNaf X04 rNro suovcr /e Tae s3ll '44, F'`o 0 CYA/7N/ONN C0077 W45 P?E4/OU6C Y errea/o? Sou voo?Yaa ve?Ge[ f, as M a&. - - ,., 1 0FFEQEC7 f0? OEO/C4T/ON 4? PE? (4). I I IvV Z) THE X6140 MA1WrF1V.4,VCe AGIEEMENTJ . I I REGofOEO /N 2565 O.R. 44/ ' Z7-% ae. 156 4«ECT 77/EJE AA44s. 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MR - a. - - - .=•�•;, .currww.<uwm )1WT TNA! AMI l K.P.4. vt ANTYKGY erQwa/raN ccY :o+wwao m—.~ ✓OG '...pW cas d AA2 .r rt/e so'Navefc4vs/vE ,w/9C/C eeaeA+eunrP?eviOv?LY S.KM<N. NfNCW AN GI• ra0 CNK.K/8! OFFER iCR 0.FR T/ON 4REN'lAfd. PTE0 d7 '• •. �LYDe rsv9�• /wrcw•..Tao .NiOAIlfaft-I['e e.✓o AA'C E TN/4T/MB. c�t/.(r(e rade , CIVIL ENGINEERS LAND SURVEYORS 5x~r m^r A•f1YMCY10. w/�L/emsG Kf/ate �gWTY' r</.Iva r�t�x •.IQ.�ML Ma (ef�1W/I-�.1I0, ll� 6 . /f .6a �4aGo I AP 87 -07 -SO CDF FIRE SAFE REQUIREMENTS AP# o? — D 7 _ PERMIT # O5- ��� NAME Y Under authority of Public Resources Code Sec. 4290, the following checked items'are required by the Butte County Fire Department and made a part of this permit. These requirements are D minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards Pq Surface. All driveway surfaces and .structures (bridges, culverts and other appurtenant structures which .supplement the roadway bed or shoulders) shall ' provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. pq Grade. Not to exceed 16 percent unless paved. I Driveway Radius R pq No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. Pq The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 T feet radius. x pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. Pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. pq Width. All driveways shall provide a minimum 10 -foot traffic lane and T T unobstructed vertical clearance of 15 feet along its entire length. U pq Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in T length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. R: Gates Pq 1. Gate entrances shall be at least two feet wider than the roadway E they serve. 2. The gates must be located at least 30 feet from the roadway and M shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. T • S Setback for Structure Defensible Space .. . Pq Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. ' F ,:. ..., -All parcels, 1, acre and larger shall provide a minimum 30 -foot setback for b- accessory buildings from all property ' lines and/or the center of the road. 7uildings'and [ l 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See 'Other Requirements below. Pq Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion R of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: --' Class A or B roof v-' Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — Ei Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system NFPA per 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback U ❑ Siding from the following list: o Stucco - 3 coat I o Hardi-Board or Plank 1 o Masonry o Masonry Veneer R o Metal 1` o Other Butte County Fire Department approved materials r • - M - E Date Signature T ,NGFELLOW LuMBER CO. INC'* Quality Truss Design • Roof & Floor Systems .89 Loren Avenue • Chico, CA 9597434� ��.�.,�.,EIVE Phone (530) 893-0112 9 (800) 678-0112 Fax (530) 893-0140 F'��IY 2 2D05 E -Mail: trusses@longfellowlumber.com LLID AN MARYSVILLE OFF t� C 0 ,NGFELLOW LuMBER CO. INC'* Quality Truss Design • Roof & Floor Systems .89 Loren Avenue • Chico, CA 9597434� ��.�.,�.,EIVE Phone (530) 893-0112 9 (800) 678-0112 Fax (530) 893-0140 F'��IY 2 2D05 E -Mail: trusses@longfellowlumber.com LLID AN MARYSVILLE OFF Customer: PHIL DECANN Job No: address: 65 CYTHIANN CT. OROVILLE,CA 0 A_P#: Q2-7 — 0 7 0— O G S C -20E (Rev. 3/03) DECANN RES. LF.V t� ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 C 0 C= 0 Customer: PHIL DECANN Job No: address: 65 CYTHIANN CT. OROVILLE,CA 0 A_P#: Q2-7 — 0 7 0— O G S C -20E (Rev. 3/03) DECANN RES. LF.V t� ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 m 0) - C O O , N W N C fn<C: Longfellow Lumber Co., Inc. 89 Loren Avenue Phil Decann DECANN RES. (HWY 99 to Entler Avenue) Job Name: DeCann Res. Chico, Ca. 95928 Address: 65 CYNTHIANN CT. Job: City: OROVI LLE DECA0330 Phone: (530) 893-0112 Fax: (530) 893-0140 Telephone: Scale: Not to scale Date: 3/30/05(R20/05) Drawn BY: CE H Symbols PLATE LOCATION AND ORIENTATION 3/4" 'Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and securely seat. 0 O *For 4 x 2 orientation, locate U plates 0-1a6' from outside a edge of truss. O Numbering System 6-4-8 dimensions shown in ft -in -sixteenths i 2 3 TOP CHORDS C 1-2 C2.3 4 4 —A MIS 1`17PII: National Design Specification for Metal _DSB-89: Plate Connected Wood Truss Construction. 4BCSI1- Design Standard for Bracing. rWES Building Component Safety Information, Guide to Good Practice for Handling, ppb a Installing & Bracing of Metal Plate U C7$ C6.7 CS -6 BU II CHORDS This symbol indicates the 8 7 6 required direction of slots in connector plates. Plate location details available In MITek 20/20 software or upon request. PLATE SIZE 4 x 4 The first dimension is the width perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the ou output. Use T, I or Eliminator bracing C: if indicated. FRING Indicates location where bearings 9(supports) occur. Icons vary but -• reaction section indicates joint A number where bearings occur. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 0 p 4. Cut members to bear tightly against each other. U 5. Place plates on each face of truss at each O _ joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 5 16. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. ICBO 4922, 5243, 5363, 3907 I 12. Top chords must be sheathed or purlins provided at SBCCI 9667, 9730, 96046, 9511, 9432A spacing shown on design. TEE�LOK MTTek Engineering Reference Sheet: MII-7473 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss, member or plate without,prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. ® 2004 MiTekO OInd story Standards: —A MIS 1`17PII: National Design Specification for Metal _DSB-89: Plate Connected Wood Truss Construction. 4BCSI1- Design Standard for Bracing. Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 0 p 4. Cut members to bear tightly against each other. U 5. Place plates on each face of truss at each O _ joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI1. 5 16. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. ICBO 4922, 5243, 5363, 3907 I 12. Top chords must be sheathed or purlins provided at SBCCI 9667, 9730, 96046, 9511, 9432A spacing shown on design. TEE�LOK MTTek Engineering Reference Sheet: MII-7473 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 14. Connections not shown are the responsibility of others. 15. Do not cut or alter truss, member or plate without,prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. ® 2004 MiTekO C-: A T• LATERAL GRACE hCT-hL__ jS V/±t►h fo(L RE PLACi1JG C0F) j . 6(LACES AT Y2. 0P AT i/t. TFt. U!:✓' 0. G. T1'P 2120W5 ►RAGE WITS kILS NOT � : =.Y2 f �l►�rs p� o�t�� � l o D 0 61' O. G: TYP. pA a� Y� MTs 13PAC---. ENRAGE: HOST E'�E: DO % TALE LEHGT� OP TVWEA.. T14fS MTAIL I5 TO ESE: USEn A5 AH ALT. POP. ONE: CONTINUOUS LATEEzAL E:RAGE. - -.000- NOTE: _ NOTE: 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-10D PER WEB (NP). MAR Z 7 '2002 BRACE MAY BE ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)` EZEbTEZAINT REGLUIFLEL7 AT EAG. ENP OP t!7FZAGE AHV AT SO' -O" INTER\lALS. REFFsR To I'` iv -at SUHHARY b�InT L=OR P. '-&oH H ENVATION!E OP T14E: TRU55 PLATE INSTUTE: �ssTtu�I L�fA'( a� hM0 �,YTEkMI WpWI — Ai.oK L YC T N 1,JOTP-:-- = MITEi " Tri= -r;(,:: 2-e 3 Cl2 2)(4 A5 U, ir'EF KeMP-r-K . UIL®ING ®IVIS ® APPROVED .4c4 DLLA K OLMOOKER 3-I0d NAILS Ix4 GOVT BRACE AT BRACE EACH END 1- LONGER THAN 12' ATTACH AT MIDPOINT OF BRACE 6-10d COMMON W/ 2-8d NAILS 2xb DIA60NAL NAILS , ' BRACE 048' OL. GABLE END STUD OA MAX UtBRAGEDsTLVTH 10 OF &ABLE END(2x4 FIR-LARCFU - 5TAWARD = 5' -II' - 0I AND BTR 2x4 FF STRONSBACK T1iU55E5 (NAIL TO LXhSM W/ IOd o 12' OLj s 2x4 HF LEDGER (NAIL TO VERTICAL W IOd NAILS) A35 BRACE TO FLAT 2x �F H-3 AT 4b' OL. NOTE: THIS DETAIL MAY 13E USED FOR TR156ES WITH PITCHED BL. ALSO. (0) OPTION TO M5 PLATIN&: USE (3) - 2' WIRE STAPLE5 (OM2 DIAA5 GAJ TOENAILED THR LI CHORD INTO K33 t T}W NEE INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (51) t (HI) MUST BE PLATED. Rd LL --V.UtJI" TG DL 15.0 PSF NOTE: GABSED LE END DESIGN BABG LL PSF BG LL OA PSF ON -5 MPH KND, FJWMIRE V TOT.LD. 50D PSF AT 0-25 FEET MEAN HEIGHT. DURFAG. 1.15 .TYPE OF JOB DETAIL JOB NAME i-ov FmN l umpm CITY, 5TATE CHICO, CALIFORNIA Date: 10-15-02 Gary Hawkins ARCHITECT Drawn: AK (530) 892-2700 Job no.: 02-116 1370 RioGEWOOD DR., STE.1 O FAx:(530)893-0532 CHICO, CA.,9. 0fTE do <OU Ypcjnet F3UIL®ING DIVISION APPROVED Longfello aiyrdlber Co., Inc., Chico, Ca. 95928-7434, Deanna HeIrman 6.000 s Jun 17 2004 MiTek Industries, Inc. Mon May 23 08:47:96102805 Page 1 i-1-0-0. . 6-68 12-0-0 l 17-5-8 I 24-0- 2 1-0-0 668 5.5.8 5-5.8 .868 1-0-0 Scale = 1:42.1 4x4 — .3.00 - 4 . Job - Truss Truss Type Otg Ply „- DeCann Res. R1661116 DECA0330 Al COMMON 17 1 Job Reference (optional) 0 Ib 3x8 = 10 9. 8 3x8 = 3x4 = 3x4 = 3x4 600 - .. G-0-0 15-7.11 240-0 - i - 8-45 73-5 8-45 LOADING(psf) SPACING 2-0-0 CSI DEFL in '(loc) I/deft Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.15 10 >999 240 MT20 220/195 TCDL 10.0 ' Longfello aiyrdlber Co., Inc., Chico, Ca. 95928-7434, Deanna HeIrman 6.000 s Jun 17 2004 MiTek Industries, Inc. Mon May 23 08:47:96102805 Page 1 i-1-0-0. . 6-68 12-0-0 l 17-5-8 I 24-0- 2 1-0-0 668 5.5.8 5-5.8 .868 1-0-0 Scale = 1:42.1 4x4 — .3.00 - 4 . Job - Truss Truss Type Otg Ply „- DeCann Res. R1661116 DECA0330 Al COMMON 17 1 Job Reference (optional) 0 Ib 3x8 = 10 9. 8 3x8 = 3x4 = 3x4 = 3x4 600 - .. G-0-0 15-7.11 240-0 - i - 8-45 73-5 8-45 LOADING(psf) SPACING 2-0-0 CSI DEFL in '(loc) I/deft Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.15 10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.32 8-10 >896 180 ' BCLL ' 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.07 6 : n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 88 Ib LUMBER BRACING • TOP CHORD 2 X 4 DF No.18BtrG TOP CHORD Sheathed or 3-10-0 oc purlins. BOT CHORD 2 X 4 DF N0.18Btr G BOT CHORD Rigid ceiling directly applied. or 10-0-0 oc bracing; WEBS 2 X 4 OF Std G REACTIONS (Ib/size) 6=946/0-3-8, 2=946/0-3-8 , Max Harz 2=1 1 (load case 3) Max Uplift6=-46(load case 4), 2=-46(load case 3) FORCES (lb) - Maximum Compression%Maximum Tension TOP CHORD 1-2=0/7, 2-3=2514/68, 3-4=2190/87, 4-5=2190/87, 5-6=2514/68, 6-7=0(7 BOT CHORD 2-10=51/2433,9-10=-4/11688, 8-9=-4/1688, 6-8=-41/2433 WEBS 3-10=-405/16, 4-10=45/573, 4-8=-45/573, 5-8=-405/16 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using .10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 44 ft by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. Thejumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard QRpF ESS/ �0 ONG q� 2 9919 rn c+N �,��°r�' ���®JJSj�tl� *s E /30/06 pa� LDING pp oV D --� FCFCA0F�� May 24;2005 ® WARNING - Ver(& design parameters and READ NOTES ON TWS AND INCLUDED WTER REFERENCE PAGE MM -7473 BEFORE USE. - 7777 Greenback Lane Deign valid far use only with Mlek connectors. This design is based any upon parameters shown. and is for an individual building component Sufle 109 �® Applicability of design romenters and ro er incorporation pp N g po p p paditi n al component. is responsibility of building designer- not truss designer. Bracing shown is fp lateral support of individuot web members any. Additional temporary bracing to insure stability during construction is the responsibilGty, of the Citrus Heights, CA, 95610 = ' erector. Additional permanent bracing of the overall shvc lure a the responsibility of the building designer. For general guidance regarding. - fabrication, quality control storage, delivery, erection and bracing. consult ANSI/TPl l Quality Criteria, DSB-89 and BCSII Building Component - 44 m M c Safety Information available from Truss Plate Institute, 5a3 D'Onofdo Drive. Madison. WI 53719. - _ - ek - Job Truss Truss Type oty Ply DeCann Res. (loc) I/defl Ud PLATES GRIP TCLL 20.0 R7661117 DECA0330 A2 DUTCH HIP 1 2 Job Reference o tional Longfellow LuaSr Co., Inc., Chico. Ca. 95928-7434, Deanna Herrman 6.000 s Jun 17 2004 MiTek Industries, Inc. Mon May 23 08:407ga 2005 Page 1 i-1-0-01 3-114 1 7.10-15 t5-1 12.0-0 151'-12 1I�1 20-0-12 1 24-0-0 .125-0-01 1-0-0 3.114 3.11-11 0-6-5 3-612 3.6.12 0-6-5 3.11.11 3.11.4 1-0-0 Scale = 1:43.6 All plates are 1.5x4 M20 unless otherwise indicated. 3x6 = 3.00 F12 4x8 4x12 = 16 15 14 13 12 it 4x12 = 1.5x4 11 4x8 = 1.5x4 11 4x12 MT20H = 4x8 = 1.5x4 II 0-0.0 60-0 311-4 8-5-4 12-0-0 15812 20-0-12 24-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.36 14 >788 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.67 14 >425 180 MT20H 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) 0.16 9 n/a n/a BCDL . 7.0 Code UBC97/ANSI95 (Matrix) Weight 224 lb LUMBER TOP CHORD 2 X 4 DF N0.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 9=3054/0-3-8, 2=3054/0-3-8 Max Horz2=11(load case 3) Max Uplift9=144(load case 4), 2=144(load case 3) BRACING TOP CHORD Sheathed or 3-8-13 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 6 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=10480/445, 3-25=11018/471, 4-25=10836/474, 4-5=2026/77, 4-6=8817/412, 6-7=8817/412, 5-7=2026/77 ,7-26=10836/474, 8-26=11018/471, 8-9=10480/445.9-10=0113 BOTCHORD 2-16=-414/10094, 15-16=-414/10094, 14-15=-437/11025, 13-14=-437/11025, 12-13=-437/11025, 11-12=-404/1009„4` �� ®���� , 9-11=-404/10094 WEBS 3-16=9/106, 3-15=44/886,4-15=29/341, 6-15=562/41, 6-14=8/105, 6-12-562/41, 7-12=29/341, B-12=-44/886. ��I h 1G DIVA i9$ SIO 9 8-11=9/106 1 U NOTES APPROVED 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at D-7-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 44 ft by 24 It with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gabll End Detail" 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails Continued on page 2 ® WARNING - Ve,-O design parameters and READ NOTES ON Ti97S AND INCt.ODED WTER REFERENCE PACE AQb7473 BEFORE USE. Design volid far use only with MTek connectors. This design's based only upon parameters shown, and is for an individual building component. Applicability of design paromenters 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 responsbilfiy 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. consull ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 5153 D'Onofrio Drive, Madison, WI 53719. QUO) ESSION�� pONG yG Ftic LU C;9919 m L OFCAL May 24,2005 7777 Greenback Lane m Suite 109 Citrus Heights, CA, 95610 �� MiTekm Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, Deanna Herrman 6.000 s Jun 17 2004 MiTek Industries. Inc. Mon May 23 08:47:23 2005 Page 2 NOTES 12) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 640.0Ib down and 29.51b up at 8-0-0, and 640.01b down and 29.51b up at 16-0-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) Standard • 1) Regular. Lumber Increase=1.25, Plate I6crease=1.25 Un -dorm Loads (plf) 1 Vert: 1-25=60, 10-26=60, 2-9=35(1`=-21) Concentrated Loads (lb) Vert: 25=640(1`) 26=-640(F) t Trapezoidal Loads (plf) Vert: 25=-217(F=158}tG-4=-219(F=-159), 4= -219(F= -159) -to -5=-230(F=-170), 4= -159(F) -to -6=171(F), 6=171(F}to-7=159(F), 5=230(F=-171}to-7=-219(F=159), 7=219(F=159}to-26=218 (F=-158) s IvISION PP O M ED J ® WARNING • Verifij design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE AM -7473 BEFORE USE. a 7777 Greenback Lane ® , Design valid for use only wilh MTek connectors. This design is based only upon parameters shown, and is for on individual building component. Suite 109 Applicability of design Citrus Heights, CA, 95610��E pp ly g parvidual web proper incorporation of component is bracing to insure of building designer - not truss designer. Bracing shown - � . is for lateral support of individual web members only. Additional temporary bracing to insure stobliry during construction is the responsibil6ly of the erector. Additional permanent brocing of the overall structure is the responsibility of the building designer. For general guidance regarding KV fabrication• quality control. storage, delivery, erection and bracing, consull ANSI/TPII Quality Criteria. DSB-89 and BCSII Bullding Component M ITekm + Solely Informatlon available from Truss Plate Institute. 583 D'Onofrio Drive, h4adison. WI 53719. t - - t Job ..... Truss - ]DUTCMH russDyPly DeCann Res. R1661117DECA0330 A2 1 , Job Reference o 6onal Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434, Deanna Herrman 6.000 s Jun 17 2004 MiTek Industries. Inc. Mon May 23 08:47:23 2005 Page 2 NOTES 12) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 640.0Ib down and 29.51b up at 8-0-0, and 640.01b down and 29.51b up at 16-0-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) Standard • 1) Regular. Lumber Increase=1.25, Plate I6crease=1.25 Un -dorm Loads (plf) 1 Vert: 1-25=60, 10-26=60, 2-9=35(1`=-21) Concentrated Loads (lb) Vert: 25=640(1`) 26=-640(F) t Trapezoidal Loads (plf) Vert: 25=-217(F=158}tG-4=-219(F=-159), 4= -219(F= -159) -to -5=-230(F=-170), 4= -159(F) -to -6=171(F), 6=171(F}to-7=159(F), 5=230(F=-171}to-7=-219(F=159), 7=219(F=159}to-26=218 (F=-158) s IvISION PP O M ED J ® WARNING • Verifij design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE AM -7473 BEFORE USE. a 7777 Greenback Lane ® , Design valid for use only wilh MTek connectors. This design is based only upon parameters shown, and is for on individual building component. Suite 109 Applicability of design Citrus Heights, CA, 95610��E pp ly g parvidual web proper incorporation of component is bracing to insure of building designer - not truss designer. Bracing shown - � . is for lateral support of individual web members only. Additional temporary bracing to insure stobliry during construction is the responsibil6ly of the erector. Additional permanent brocing of the overall structure is the responsibility of the building designer. For general guidance regarding KV fabrication• quality control. storage, delivery, erection and bracing, consull ANSI/TPII Quality Criteria. DSB-89 and BCSII Bullding Component M ITekm + Solely Informatlon available from Truss Plate Institute. 583 D'Onofrio Drive, h4adison. WI 53719. t - - t Job ..... Truss - ]DUTCMH Exterior Fiber cement siding built to resist weather damage • Living room dormer adds architectural design and beauty • 2" x 6" exterior wall construction provides a sturdy frame • Vented roof cavity allows hot air and condensation to exhaust for improved energy efficiency • 36" inswing front entry door with deadbolt, for your family's safety • Inswing 9 light rear door adds natural light to your utility room environment • Low -E coated, dual paned, vinyl framed windows for better energy efficiency Class "A""fire-rated shingle roof for long lasting, low maintenance performance Interior • W drywall knockdown tape and texture in all areas (excluding closets) adds style to your interior • Rounded sheet rock corners (most outside corners) in living areas soften your decor • Bridges, arches and plant shelves add an elegant architectural look • Standard 16 oz. carpet in all living and bedroom areas for high performance and low maintenance - 100% nylon to prevent fuzzing and shedding - Multi -colored dye technique minimizes tracking and spotting • Vaulted ceiling throughout provides an open look and feel • Decorative six -panel, hollowcore passage and closet doors are durable and provide convenient access • Beautiful dining room chandelier adds elegance to your dining area • Residential style door hinges make for a sturdy passage door • Waterfall style door trim throughout • Hardwood cabinets throughout offers long lasting, natural wood beauty r Baths • Easy -care laminate countertop with hand laid, 4" ceramic tile backsplash provides attractive color accent Glamour master bath has a large one-piece oval tub for a relaxing bath and a large stall shower for convenience • Guest bath has a one-piece 60" fiberglass tub/shower with a comfortable molded design for easy maintenance • Ceiling exhaust fan provides extra ventilation in each bath • Single lever faucets • Bank of three drawers in master bathroom for handy storage • China sinks with overflow eliminates water spills Kitchen • Whirlpool® appliances provide name brand confidence and hassle -free service: - -30" deluxe free-standing electric range - 18 cu. ft. frost -free refrigerator - Dishwasher • No -wax, cushioned vinyl flooring for easy care • Drawers over cabinet doors for extra convenient storage in the kitchen area • Metal side drawer guides provide reliable and smooth sliding drawers • Adjustable -Y4" kitchen overhead -cabinet shelves provide additional strength to store heavier items • Deep white sink and single lever faucet are handy when preparing meals • Choice selection of 4" ceramic tile backsplash provides attractive color accent • Recessed can lights are spaced to provide even lighting Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. All dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. O02003 Fleetwood Enterprises, Inc. Utility, Safety and Energy Features • Shut-off valves at all plumbing fixtures for your convenience • Overhead utility cabinet for added storage space Super Good Cents insulation package saves on energy bills and makes your home more comfortable • 50 gallon electric water heater is efficient and provides low maintenance • Coleman® electric furnace provides name brand confidence and hassle -free service - • Plumb/wire for washer and electric dryer provides convenient hook-up • Smoke detectors and copper wiring increases your family's safety • Toe -kick heat registers in wet areas Optional Features • Skylights of various sizes brighten any room • Refrigerator and range upgrades meet your culinary needs • Upgrade carpet selections for increased performance and beauty • Ceiling fans circulate air for a "spring breeze" feeling all year long " • Sliding glass exterior door welcomes additional natural light into your home • California gas package includes: 40 gallon gas water heater, gas range and gas furnace • White molding window surround with white bullnose sills for a residential look and easy clean-up • 'A." rebond carpet pad to add longevity to your carpet • Upgrade baseboard molding throughout • Recessed medicine cabinet provides convenient storage space in each bath • Garbage disposal provides easy kitchen clean-up • Ceramic tile behind free-standing range allows for quick and easy clean-up • Tile self -edge provides attractive edge for countertops �'FLEETWO�OD. FLEETWOOD HOMES of WASHINGTON, INC. a subsidiary of Fleetwood Enterprises, Inc. 211 5th Street Woodland, WA 98674 (360) 225-9461 M31/AUG04 - F�(/STIiV'i 1 GA c c; ua A4M y �2 6 W2 YxYZI si b Pwx `/��(/5"c�v��A[► '~ TRS SES 3da, cf �3�1c CA PT �� a X80 .. !•'•. �''q" � � �_.,5✓D_%dC�• , ' d- 4AUAX �' utH eo'�P�7ERS _ _ • . � A6 • - /- - i D/N6 5�� rt�1 RDl �°4iYwE6 LLow ,/ O r RECORDING REQUESTED BY:10 0 4=$ 1 1 2 f Recorded 1 REC FEE 10.00 ' Official Records I CONFORM 1.00 County Of 1 BUTTE I ' ' CANDACE J. GRUBBS I Recorder I AND WHEN RECORDED MAIL TO: .. ROSEMARY DICKSON .I R Assistant I Jason 02:22PM 22 -Dec -2004 I Page 1 of 2 BUTTE COUNTY BUILDING DIVISION . - 7 COUNTY CENTER DRIVE OROVILLE CA 95965 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY ' NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, '� G INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is -in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described'with certainty below, as of the date of recording. When recorded, this document shall^be indexed by the county recorder to the named owner of the real'property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. ' PHIL DECANN AND SARAH AVERA BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNERILESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY - 169 BARDOL'INO LN. ' 7 COUNTY CENTER DRNE MAILING ADDRESS MAILING ADDRESS - OROVILLE BUTTE CA 95966 OROVILLE BUTTE CA 95965 CITY - COUNTY STATE ZIP - CITY - COUNTY STATE ' ZIP ` •65 CYNTHIANN CT 04-1622 530 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT — BU16DW PERMIT N0. ' TELEPHONE NU BER - OROVILLE BUTTE CA.' 95966 i CITY COUNTY STATE ZIP' IG. LOCAL AGE 9IFFICIAL - DATE SAME NONE UNIT OWNER (if also property owner, write "SAME") — DEALER NAME (if not adealer sale, write "NONE") , SAME NONE MAILING ADDRESS DEALER LICENSE NO. SAME CITY COUNTY STATE - ZIP 1 UNIT DESCRIPTION FLEETWOOD HMS OF WA. 2004 7663G/2004 MANUFACTURER'S NAME DATE OF MANUFACTURE . MODEL NAME/NUMBER WAFL431 A/B/C 18550-SK13 66'X 40' WAS0093920/21/22 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 027-070-061, _ - SEE ATTACHED • ' At HCD FORM 433(A) REV. 8/91 WHITE _7 County Recorder CANARY - HCD PINK -Applicant GOLDENROD- Building Dept. 06./07/04 09:35 FAX 530 877 3448 1 ' EBarow No. 105101 -CC Title order No. 00105101 EXHIBIT ONE Parcel A: [1003 Parcel 1, as shown on that certain Parcel Map, recorded in the office of the Recorder of the County of Butte, State of California, on November 14, 1984, in Book 98 of Maps, at page 22. Parcel 8: An easement for road and public utility purposes over a strip of ground 60 feet in width lying Northerly, Westerly and contiguous to the following described line: Beginning at a point on the East line of that certain parcel described in Deed to Northwest Pacific Resources, Inc., recorded September S. 1980, in Book 2539, page 38, Official Records, from which the Northeast corner of said Northwest Pacific Resources, Inc. parcel bears North 000 19' 39" West, 60.00 feet; thence from the point of beginning South 891103'00" West, 254.15 feet; thence South 020 01'51" East, 244.14 feet; thence South 040 56'09" West, 655.78 feet to the center of the existing right of way as contained in said deed. Parcel C: A non-exclusive easement for road and public utility purposes 60 feet in width over an existing road as set forth on the certain Record of Survey recorded July 5, 19.74, in Book 47 of Maps, at page 93, Butte County Records, the centeriine being more particularly described as follows: Beginning at the Southwest comer of Lot 3 of Subdivision No, 2, as shown on that certain Map entitled, "Map of the Subdivision No. 1 and 2 of The P. S. Drescher Tract', which Map was recorded in the office of the Recorder of the County of Butte, State of California, in Book 1 of Maps, at page 25; thence following along the Westerly boundary line of said Lot 3, North 0° 17' 00' East for 89-58 feet to a point located in the centerline of an existing roadway; thence following along the centerline of said roadway, South 300 4d' 40 West, 432.63 feet; thence South 35° 16' 10" West, 496.53 feet; thence South 65° 27' 00" West, 7 13. 80 feet; thence South 419 02' 00" West, 228.54 feet; thence North 750 30' 35" West, 106.02 feet; thence North 3° 04' 55" East, 225-42 feet and being also the true point of beginning for the centerline herein described; thence from said true point of beginning North 13° 29' 35" West, 367.16 feet; thence North 56" 11, 05" West, 558.40 feet; thence North 53° 07'05" West, 186.77 Feet; thence South 78° 04' 25" West, 285.73 feet; thence North 751 36' 15' West, 245.53 feet: thence North 54° 19' 45" West, 283.57 feet- thence North 616 31'05 West, 255.29 feet; thence North 731 35'45" West to a point that bears South 60 feet from the centerline of the Easterly extension of Bohemia Avenue; thence West and parallel with the centerline of the Easterly extension of Bohemia Avenue to a point on the Easterly boundary of Citrus Avenue and the end of the herein described line. Parcel D: A non-exclusive easement for ingress. and egress and public utility easements over Parcels 1, 2 and 3, as shown on that certain Parcel Map, recorded in the office of the Recorder of the County of Butte, State of California, on January 12, 1981, in Book 81 of Maps, at page 40. Parcel E: Non-exclusive public easement for ingress and egress and public utility purposes, as shown an that certain Parcel Map, recorded in the office of the Recorder of the County of Butte, State of California, on July 6, 1982, in Book 88 of Maps, at pages 86. Parcel F: A non-exclusive easement for road and public utility purposes over that portion of Parcel 2, as shown on that certain Parcel Map, recorded in the office of the Recorder of the County of Butte, State of California, on November 14, 1984, in Book 98 of Maps, at page 22, lying within Cynthiann Court. Description: Sutte,aA Documant-Year.Dor-ID 2004.10768 Page= 2 of 2 order: molly Comment: RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: r BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document •Recorded 22 -Dec -2004 2004-0078112 Has not been "compared with original BUTTE COUNTY"RECORDER NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document the real property and shall be -deemed to give constructive shall be indexed by the county recorder to the named owner of notice as to its contents to all persons thereafter dealing with the real property. PHIL DECANN AND SARAH AVERA BUTTE COUNTY BUILDING DIVISION - LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY REAL PROPERTY OWNER/LESSOR 169 BARDOLINO LN. 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS OROVILLE BUTTE CA 95966 " OROVILLE BUTTE CA 95965 • CITY - CO -y STATE ZIP. CITY COUNTY STATE ZIP 65 CYNTHIANN CT 04-1622 530 538-7ER INSTALLATION MAILING ADDRESS, IF DIFFERENT BUII/D PERMIT NO• ' f TELEPHONE ER OROVILLE BUTTE CA. 95966 COUNTY STATE ZIP Y IG kE LOCAL AG CIAL DATE CITY NONE `SAME DEALER NAME (if not a dealer sale, write "NONE") , UNIT OWNER (if also property owner, write "SAME") - SAME NONE MAILING ADDRESS - - DEALER LICENSE NO: - SAME CITY COUNTY STATE ZIP Y UNIT DESCRIPTION i FLEETWOOD HMS OF WA. 2004 7663G/2004 MANUFACTURER'S NAME - DATE OF MANUFACTURE MODELNAMEINUNIDER WAFL431A/B/C18550-SK13 66'X40' WAS0093920/21/22 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNLt/LABEL NUMBER(S) REAL RRQPERTY LEGAL • ASSESSOR•S PARCEL NUMBER 027-070-061, - SEE ATTACHED w r HCD FORM 433(A) REV. 8/91 WHITE-- County Recorder CANARY - HCD PINK - Applicant° GOLDENROD. Building Dept. • - UO/U//U4 va.vv I Escrow No. 105101 -Cc " s:ilaa Order No. 00105101 EXHIBIT ONE Parcel A: ti Parcel 1, as shown on that certain Parcel Map, 8 a rde in a p office i 22 f the Recorder of the County of Butte, State of California, on November 14, 1984, in Book 9 Ps Parcel B: An easement for road and public utility purposes over a strip of ground 60 feet in width lying Northerly, Westerly and contiguous to the following described line: west cific Beginning ata point on the East line of that certain parcel described Recoreed to North ds, from which hoe NortheastPcorner r of Inc., recorded September 6, 1980, iri Book 2539, Page 38, Offl Northwest pacific Resources, Inc- parcel bears North 00° 19' 39' West, 60.00 feet; thence from the point of beginning South 89° 03' 09" West, 254.15 feet; thence South 0 as 0ont51" Fast. said .14 feet; thence South 040 56' 09" West, 655.78 feet to the center of the existing right of way , Parcel C- A non-exCluSivU :Anon-exclusive easement for road and public utility purposes 60;feet in width over an existing road as set forrh on the certain Record of Survey recorded July 5, 1974, in Book!47 of Maps, at page 93, Butte County Records, the centerline being more particularly described as follows: a, of the Beginning at the Southwest comer of Lot 3 of Subdivision o. 2, asyshoreeordon th t ertainfli�cle ap of th@IR Oder of the Subdivision No. 1 and 2 of The P. S. Drescher Tractp, whichMap County of Butte, State of Gali0, East in r 89 101 et o a pointlocat d in the centerline nce foilo%N'�nq lof an existing roadway thence of said Lot 3, North 0° 17' 00" East for 89.58 f �, 40 West, 432.63 feet; thence South 35 ° 16' 10" west, following along the centerline of said roadway, South 30 496.53 feet; thence South 650 27' 00" west, 713.80 feet; thence South 41 ° 02' 00" West, also the feet; .thence North 75° 30' 35" West, 106.02 -feet.- thence North 3° 04' S5" East, 225.42 feet and being also the true point of - " West beginning for the centerline herein described; thence from said tie paint of beginning , 1$ .77feet; then a South 78° feet; thence North 66 ° 11, 05" West. 558.40 feet; thence North 53° 07' 05' West, West, 283.57 04' 25" West, 285.73 feet-, thence North 750 36' 15' West, 245.53 feet; thence North 540191 tha91 45"s South 60 feet feet; thence North 61 ° 31 05 West, 255.29 feet; thence North 73° 35' 45" West to a point from the centerline of the Easterly extension of Bohemia Avenue; thence n the Easterly boundary of Citrus Avenue and an the end of rite hered parallel with the centedine of in Easterly extension of Bohemia Avenue to a porn o described line. Parcel D:public - ility easements over Parcels 1. 2 and 3. as shown on A non-exclusive easement for ingress. and office egress can Recordernof the County of Butte, Stat of Califo nia, o January "t certain Parcel Map, recorded in the. 12, 1981, in Book 81 of Maps, at page 40. Parcel E: Non-exclusive public easement for ingress and egress f B��e public oCalifornia. utility ias shown an on July 6 19828 in Booln Parcel Mag, k 88 of Maps, recorded in the office of the Recorder of the Cou ty at pages 86. Parcel F: - t A non-excluslve easement for road and public utility ®urposes over that portion of Parcel 2, as shown on that certain Parcel Map, recorded in the office of the Recorder of the County of Butte, State of California, on November 14, 1984, in Book 98 of Maps, at page 22, lying within Cynthiann Court. Deseripti.on: 8utte,CA Document-year.Doc= 2004.10768 Page: 2., of 2 Order: molly, Comment: ' : DATE:. BUILDING PERMIT NUMBER: 04-1622 Address or location of ,unit: 65 CYNTHIANN CT. PALERMO, CA. 95968 Legal Description of Real Property: AP#: 027-070-061 SEE ATTACHED (x) Mobilehome/Manufactured Home ' O Commercial Coach, • Has been affixed to the real property above 6y installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name:. PHIL DECANN AND SARAH AVERA Owner's address:. 169 BORDOLINO LN. OROVILLE, CA. 95966 a INSIGNIA OR HUD NUMBER: WAS0093920/21/22 SERIAL NUMBER OR V.I.N.: WAFL'431A/B/C18550-SK13 MANUFACTURER'S NAME: FLEETWOOD HMS OF WA. YEAR: 2004 • OFFICIAL APPROVING INSTALLATION• DATE: PHONE: (530) 538-7541 H.C.D.513Ct K 06/07/04 09:35 FAX 530 877 3443 RECORDING REQUESTED By: Fidelity National Title of California Escrow Ne. 105101 -CC TM* Order No. 00105101 When Racorded Mad Document and Tax Statement To: Phil DeCCano and Sarah Avera 169 Bardolino Lane Oroville, CA 95966 VZ/ lih 002 u11111111111111Illllllllhlllllll 2Qltfb4--4J01 m76ag Recorded 1 REE FEE 18.00 Official flecords Tkx X80 County Of STATE OF CALIFORNIA COUNTY OF ►CVA.T_%,A CAu7Atc _ 9RUBM i Reccroer C_Yti I -t t .A C:L. gZE n_. personally appeared ROSEMRi DILA ON Ase15tant l Andrew 09:UAM 27 -Feb• -a& I Gage i Of c The undersigned grantor(s) declarels) r= Documentary transfer tax is $52.80 I I computed on full value of property conveyed, or I X ) computed on full value less value of liens or encumbrances remaining at time of sale, [ X I Unincorporated Area 'City of FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Danny R. Hubbard and Victory A. Hubbard, husband'and wife hereby GRANTS) to Phil DeCann, an unmarried man and Sarah Avera, an unmarried woman the following described real property in the County of Butte, State of J SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF DATED. February 11, 2004 STATE OF CALIFORNIA COUNTY OF ►CVA.T_%,A _, ON 2-- Zs before me, Danny fr Hubbard C_Yti I -t t .A C:L. gZE n_. personally appeared \I CT-Qr24' A. F-h,p,58.421� _ Victory A ubbard personally known to me for proved to me on the basis of satisfactory evidence) to be .the personls) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she they executed the same in hislher/their authorized capacity(iesl, and that by his/herltheir signature(s) on the instrument the CYNTHIA G, REED personts), or the entity • upon behalf of .which• the.. Cornm -OTay • A 1310836 1n N WAIr•CALIfOWvIA Vf person(s) acted, executed the instrument. xs+�aaa county i3 HY Canm. E:plitl3 .lal� Witness my hand and official seal. Signature MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 {Rev 7/96) GRANT DEED Description: Butte,= Document-y'ear.DOcID 2004.10768 Pago: 1 of 2 order: mo2Jy C t: AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required.this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes; and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and,from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary• farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date - ; - 0 State of California County of —t;�`rl 1 On 9•�0l before me,/) CIIITHIA �i. COSTa fVOTARY PUB�C C LIIFORI IA COUNTY OF BUTTE comm. Fxptres Oct. no,.2OO�i �I-/ I I- ",J "J A-- At, aa-�rA. N(Q-rAL`i ` personally appeared{ 1 L) --i Q J P:7N o &,\&A A- CATV personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by&hn*/hnter/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) a ed, exeche inst ume t.WITNESS my nd andal to II I V I f CYNTHIA A. COSTA Signature t Seal: O ;_ r Anp. # 1279287 � A.P. # a t� �� �,'I Comm. Expires Oct. 30, 2UU4 {i _ 2i0�4—t0�49892 AND WHEN RECORDED MAIL TO: Recorded • I REC FEE 13.00 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE - OfficialRecordsI Count.kof CONFORM 1.00 BUTCANDACE OROVILLE, CA 95965 J. GRUBBS I Recorder I ROSEMARY DICKSON I. Assistant I Alyce 02:06PiM 16 -Aug -2004 I Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required.this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes; and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and,from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary• farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date - ; - 0 State of California County of —t;�`rl 1 On 9•�0l before me,/) CIIITHIA �i. COSTa fVOTARY PUB�C C LIIFORI IA COUNTY OF BUTTE comm. Fxptres Oct. no,.2OO�i �I-/ I I- ",J "J A-- At, aa-�rA. N(Q-rAL`i ` personally appeared{ 1 L) --i Q J P:7N o &,\&A A- CATV personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by&hn*/hnter/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) a ed, exeche inst ume t.WITNESS my nd andal to II I V I f CYNTHIA A. COSTA Signature t Seal: O ;_ r Anp. # 1279287 � A.P. # a t� �� �,'I Comm. Expires Oct. 30, 2UU4 ' Order No. 104983 EXHIBIT "ONE" Parcel I: Parcel 2, as shown on that certain Map entitled, "C,ynthiann Subdivision", filed in the Office of the County Recorder of Butte County, California, on November 14, 1984, in Book 98, of Maps, at Page(s) 22. Parcel II: An easement for road and public utility purposes over a strip of ground, 60 feet in width lying Northerly, Westerly and contiguous to the following described line: Beginning at a point on the East line of that certain parcel described in deed to Northwest Pacific Resources, Inc., recorded September 6, 1980, in Book 2539, Page 38, of Official Records, from.which the Northeast corner of said Northwest Pacific Resources, Inc., parcel bears North 001 19' 39" West 60.00 feet; thence from the point of beginning South 890 03' 09" West 254.15 feet; thence South 021 01' 51" East, 244.14 feet; thence South 04° 56' 09" West, 655.78 feet to the center of the existing right of Way as contained in said deed. Parcel III: A non-exclusive easement for road and public_ utility, purposes 60 feet in width over an existing road as set forth on that certain Record of Survey recorded July 5, 1974, in Book 47 of Maps, at page(s) 93, the centerline being more particularly described as follows: Beginning at the Southwest corner of Lot 3 of Subdivision No. 2, as shown'on that certain Map entitled, "Map of the Subdivision No. 1 and 2 of the P.C. Drescher Tract", filed in the Office of the County Recorder of Butte County, California, in Book 1, of Maps, at Page(s) 25; thence following along the Westerly boundary line of said Lot 3, North .0° 17' 00" East for 89.58 feet to a point located in the centerline of an existing roadway; thence following along the centerline of said roadway, South 301 44' 40" West, 432.63 feet; thence South 350 16' 10" West, 496.53 feet; thence South 651 27' 00" West, 713.80 feet; thence South 41" 02' 00" West, 228.54 feet; thence North 75 ° 30' 35" West 106:02 feet; thence North 3 ° 04' 55" East, 225.42 feet and being also the true point of beginning for the centerline herein described; thence from said true point of beginning North 130 29' 35" West, 367.16 feet; thence North 660 1 1 ' 05" West, 558.40 feet; thence North 53 ° 07' 05" West, 186.77 feet; thence South 781 04' 25" West, 285.73 feet; thence North 750 36' 15" West, 245.53 feet; thence North 540 19' 45" West, 283.57 feet; thence North 610 31' 05" West, 255.29 'feet; thence North 730 35' 45" West to a point that bears South 60 feet from the centerline of the Easterly extension of Bohemia Avenue; thence West and parallel with the centerline of the Easterly extension of Bohemia Avenue to a point on the Easterly boundary of Citrus Avenue and the end of the herein described line. Parcel IV: A non-exclusive easement for ingress and egress and public utility purposes over Parcels 1 and 3, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on January 12, 1981, in Book 81 of Maps, at Page(s) 40. Parcel V: A non-exclusive easement for ingress and egress and public utility purposes over Parcels 2 a Order No: 104983 1,2 and 3, as shown on that certain Parcel Map; filed in the Office of the Recorder of the County of Butte, State of California, on July 6, 1982, in Book 88 of Maps, at Page(s)' 86. Parcel VI: . A non-exclusive easement foi,,ingress and egress and public utility purposes over Lots 1 thru 5, as shown on that certain Map entitled, "Cynthiann Subdivision', filed in the Office of:-the County Recorder of Butte County, California, on December 5, 1984, in Book 95, of Maps, at Page(s) 69. Parcel VII:.'{ A well area and easement' over Lots 1 and 2; as shown on that certain Map entitled, "Cynthiann Subdivision'% filed in the Office of the County Recorder of'Butte County, California;-on December 5, 1984, in Book 95, of Maps, at Page(s) 69: Parcel VIII: , A 20 foot crossing over Lots 4 and 5, as shown on that certain Map entitled, "Cynthiann•Subdivision",'filed in the Office of the' County Recorder of Butte County, California, on December 5, 1984, in Book 95, of Maps, at Page(s) 69. Assessor's Parcel No- 027'070-08f� LL - ti r - - 1 • 3 0�� �� y//NI TY DE�E��� .,.,ouvea S. i HANSPORTATION AND HOUSING AGENCY BER: . DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT Ewj ®� DIVISION OF CODES AND STANDARDS o MANUFACTURED HOUSING PROGRAM MANUFACTURER CERTIFICATE OF ORMIN COPY 1 (WHITE) FORWARD TO THE DEPARTME11— NT AT P.O. BOX 1828, SACUK. UNLt:Sb RRAMENTTO, CA 95812-1828E IS NONE, THEN • WITHIN FIVE (5) DAYS OF RELEASERD TO THE PURCHASER (DEALER R TRANSFEREE). COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - Side 1 - (7/97) NOTES RESIDENTIAL p s d -.!"PERMIT NO. _ 627-070-061 -� 04-1622' rfi D CANN, PHIL , �a S CYNTHIANN CT, OROVILLE Cont: OWNER NEW MH PERM FND NEW SITE t r THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED. UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: [ (1) LICENSE PLATE(S) OR DECAL (THE I INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW P MH' S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. I SPECIAL CONDITIONS CHECKED BY /SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY r USE PERMIT CONDITIONS I SUB -STANDARD HOUSING LETTER 0 OFFICE COPY Address ! 1/ GAS Date t Meter BY 'L t ELECTRIC Dat� Meter BY t - I oc�JOB FINALED (Date) # Signature J=OK 0 = Not OK . = NotReadyabte MISCELLANEOUS „ MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/0 -Concrete Carports; Windows -Doors 4. Water; Location -Test -Easement Needed (Sketch) Health Department Approval 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete r 11. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / /'Nat. or/ /" L "ft./ P LPG Enclosure; Fencing -Alarms 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s +'-Zoning Requirements -Setbacks -Easements otings; 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/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupa y 16 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .11 r . 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. I Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors t 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 I` 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI j 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test r 11. Light Niche 12. Enclosure; Fencing -Alarms J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel -Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date 73. Card B-1 Date Card B-1 Date 74. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Garage Fire Door; Swing -Landing -Closure 24. Fixture & Transformer Clearance -Ins. Protection A.C. Duct in Garage -Damper 25. Elec. Receptacles Spacing -Lights & Switches at Doors Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Size Boxes & No. of Conductors Stapled Plb.; Elec. & Mech. Equip. Listed for Location 27. Romex Installed Close to Edge of Studs & C.J. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral O Yes ❑ No Clearance Looked under Floor ❑ Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive O Yes O No/Walks O Yes ❑ No/Planters O Yes O No 33. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 34. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 35. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 90. 36. A.C. Ducts Insulation & Support 91. 37. Vent Fan, Exhaust above insulation 92. 38. Condensate Drain & Overflow, Size & Grade 93. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 94. 40. Attic Access & Platform if Furnace in Attic Date Address Posted Card B-1 Date Card B-1 Date Fire Sprinkler Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48: Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes ❑ No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT .OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP041622 LICENSED CONTRACTORS 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 Issued Date: 08/16/2004 APN• 027-070-061-000 the Business and Professions Code, and my license is in full force and los t✓y n{ bion h C �f t/(UYl (�� effect. License Class: License Number: Site Address: O Date: Contractor. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any,structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of le. ). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: 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 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Map Index: Description: NEW MH PERM FND NEW SITE Owner: DE CANN, PHIL 169 BARDOLINO LN OROVILLE, CA 95966 Applicant: DE CANN, PHIL Contractor:, DE CANN, PHIL 169 BARDOLINO LANE OROVILLE, CA 95966 (530) 534-7670 License #: 670920 Architect: :Engineer: Total Square Ft: 2654 S. F. Valuation: $172,510.00 Census Code: 10 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 the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: '5? 1 �� d ( L WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. -- CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction. lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ. i Address: This perir it is -hereby issued under the ap licable"provisions of the Butte County Code enrVor Re ions to o work indicatedtab.v or hich fees have been paid. By: Date: PERMIT EXPIRES ON: a-16 - Q ❑ ' I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health &Safety Code is not applicable to the scheduled c . struction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the ly aut orized ent of the r. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of an fficial rm r do me Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: ��t2�} 4 c�/'�� � �'� / Signat Date: �` T ❑ Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor �!2.^.-..+ a.-•-zr.•-✓ r-.-. ..-� .... a,....-.-�..-.:-..^_.�.r.�'.-.'i+Y..r✓k'+-.+n.-q1"n-_"�^+r-.,'"w.--+-tia-�i,•h.,y2. :,w3.:+:.' '...�h:�p�"v _ COUNTY OF BUTTE -BUILDING DIVISION q. I DEPARTMENT OF DEVELOPMENT SERVICES — "� 411 Main Street Chico,_CA4'(53I0) 891-2Ml Y 7 County Center Drive• � Oroville, CA (530) 538-7541 CORRECTION NOTICE CSN d OWNER f 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. A-7-, 5-71 c Date U % In: REV 10/92 } y t 1 - /.i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP043418 LICENSED CONTRACTORS 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 Issued Date: 12/03/2004 APN: 027-070-061-000 the Business and Professions Code, and my license is in full force and effect. / �1 License Class: �� Licen e u : tP / 2' / i JJ Site Address: t03 C4 l��,e-�/yvr� U' -/ o i3 d 1�- 3-4 ontractor. tL— Date. _� C Map Index: Description: DECK (364) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a e Owner: PHIL DECANN AND SARAH AVERA permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 65 CYNTHIANN CT the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the basis for the alleged exemption. Any 95966 violation of Section 7031.5 by any applicant for a permit subjects the 530-538-7541 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: PHIL DECANN AND SARAH AVERA owner of property who builds or improves thereon, and who does Pp such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 65 CYNTHIANN CT sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of OROVILLE, CA proving that he or she did not build or improve for the purpose of 95966 sale.). 530-538-7541 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: DE CANN, PHIL ❑ 1 am Exempt under Article 3 of the Business and Professions Code 169 BARDOLINO LANE Date: Owner: OROVILLE, CA 95966 (530) 534-7670 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 License #: 670920 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 Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: ins ur corner and policy number are: M- 6—t -y- C Carrier: Policy #: n"?- 0;?.- � / Total Square Ft: 364 S. F. ❑ 1 certify that in the performance of the work for which this permit is Valuation: $3,640.00 issued. I shall not employ any person in any manner so as to Census become subject to the workers' compensation laws of California, Code: and agree that if -.l should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. 2' - 3 Date: Appli nt: �` WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. l.%j�1 �.(j, . `ereby�i CONSTRUCTION LENDING AGENCY This permit is ed under the applicable,proyisions of the Butte County Coda enrt/or -been I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions Jowork ' dicated above for which fees have paid. /_` Name: By: Date: O""" PERMIT EXPIRES N. 19. Date Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 255 \44,.dhe California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or e d ly d agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of ny i ' o or, document of Butte County. 1 hereby authorize representatives of Butte�etnty to enter upon the above mentioned property for inspection purpos Print Name: �q %� '�/--Q�� ��- Signatur Date: / — 6 ❑ Owner ❑ Contractor 13 Agent for Owner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CIRCO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" OWNER Last NaMZI: �.J � e� us�Nama Address/ CLi rx--- ZjpC -Phonea b Phone a _ �U Fax E-mail CONTRACTOR Name_�,A l r�1 Address See. '4 . i c—"V, �r City(!) s ZjpC -Phonea E-mail &c•Ib o�0s State APPLICANT SIGNATURE For office use only: ARCHITECT/ENGINEER Name Flood Zone SRA I Yes I No Address WORKER'S COMPENSATION City State State Zip Phone Fax Fax E-mail Date Approved: State License Number APPLICANT SIGNATURE For office use only: APPLICANT NAME Nam Flood Zone SRA I Yes I No Address WORKER'S COMPENSATION C, o � I ��- State If hiring anyone other than license contractors, a certificate of worker's compensation must be; shown at the time of permit issuance. Phone(_,. � C Fax E-mail APPLICANT SIGNATURE For office use only: AP# Zoning Flood Zone SRA I Yes I No Occ. WORKER'S COMPENSATION Type Const. Subdivision Name If hiring anyone other than license contractors, a certificate of worker's compensation must be; shown at the time of permit issuance. Map Book Page Lot # Planner Date Approved: PERMIT NO B BIN N LOCATION AP# Property Adess Jc�- Ci I LLC- LLCross CrossStreet WORKER'S COMPENSATION Policy Number Carrier � ! _ If hiring anyone other than license contractors, a certificate of worker's compensation must be; shown at the time of permit issuance. LENDING AGENCY -Nam Address Description or Scope of Work: Sq. Footage ❑ Structure Built without Perrhits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received Receipt M Da(e. l �lQj / Amount: SRA Sheriff SMIP REV 7-27-04 otal SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N /NIC ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). n 13—Sanitation. and -site plan.apprflyaI from the-EnxdronmentaLHealfhDepartment_ Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Workers Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7.27.04 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 Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use: QK- (B)Parking: (C) Parcel Check: -' ' 1 A:::o ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPD ......... ES Form.................................................................................... 027. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, -Mail 'ed to owner) ..................... ❑ 32. Letter of Signature authorization............................................................ ......... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other.- ther:When PARCEL NUMBER V �l 2 OWNER:l I have been informed�)the -items Xi �ASSESSOR f Proposed Building Use: Counter Technician: Date: 6 Items required in order to apply or a 'per mi . All boxes MUST be checked OR marked NA in ordei 1. Index ermit application for the above items numbered: 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by 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. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form i 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. �I 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use: QK- (B)Parking: (C) Parcel Check: -' ' 1 A:::o ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPD ......... ES Form.................................................................................... 027. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, -Mail 'ed to owner) ..................... ❑ 32. Letter of Signature authorization............................................................ ......... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other.- ther:When Whenissued Telephone and hold for pickup. I have been informed�)the -items above and requirements for obtaining a building permit. Applic n(t % L �_ _ Date: / 2 1. Index ermit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division O�QP•R��lO� TFo Departrnent of Public Works (10 °oO C o u n t- y o f R. u t t e. ° ° J..Mlchael Crump, Director LAND DEVELOPMENT DIVISION \O O Storm Water Management Program � c�UNly / 7 County Center Drive p�LIC. W0��5 Oroville. CA 95965 (530) 538.7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN I ACREI Project Description:�lr` Project Location and/or Parcel Number:�� By signing below, I, the project owner/owner's agent, certify that.this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a -Construction Storm.Water Permit from the. State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water. Quality Control Board for a project . that disturbs -one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by aw. Signed: Title: f'�\ Date: 1 Z Q °Z •A v CT� LO w CL ED .Ls. o� `/r lZl 1 e 1 i I 1 1 car . 1H513i1 11tl2iQl'(�N� oIr o o� f •. I w! N Ail � E3, 67 izu acm s� en -la g db — N La 0 1151 rr • Lij cl r ' •9 L c L C C C i w�- !a]Z; 06 c c 1 • H BUTTE DC7 N D ID UE INI&DIVISI • APP lc:n BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT ' 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541. FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP041622 LICENSED CONTRACTORS 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 Issued.Date• 08/16/2004 APN• 027-070-061-000 the Business and Professions Code, and my license is in full force and &S CK nt i h is nn Oro ut Ile effect. License Class: License Number: Site Address: Date: Contractor: Map Index: Description: NEW MH PERM END NEW SITE OWNER43UILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: DE CANN PHIL permit to construct, alter, improve, demolish, or repair any structure, prior , to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 169 BARDOLINO LN the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA 95966 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Applicant: DE CANN, PHIL Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of I, asowner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: DE CANN, PHIL not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 169 BARDOLINO LANE ❑ 1 am Exempt under Article 3 of the Business and Professions Code OROVILLE, CA 95966 (530) 534-7670 Date: Owner: License #: 670920 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 Architect: is issued. Engineer: ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Cartier: Total Square Ft: 2654 S.F. Policy#: Valuation: $172,510.00 Census Code: 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 the 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. q I d (� Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. e�� -9 S� �• 90 - - - CONSTRUCTION LENDING,AGENCY This permit is hereby issued under the ap licable provisions of the Butte County Coda anrt/or affirm I hereby arm that there is a construction lending agency for the Resol ions to o work indicatedtabov, or hich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) D Name: /� ! (] `/ BY Date: PERMIT EXPIRES ON: 2L-' Q -Date Address: ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled c struction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the ly aut orize ent of the r. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of an fficial rm r d me utte County. I hereby authorize representatives of Butte County to enter upontheabove mentioned property for inspection pumoses. S,�F �' c Print Name: ✓C I Signat Date: _ L r ❑ Owner 13 Contractor 13 Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Pro- OWNER Name— ?14 ( L-- qD -c C( c ,;,L vV Address LLC' Ci1yOk0 1/(L Stag Zip� 5�-1 Phone _ /S ' ax E-mail CONTRACTOR Name 0 Address ,'9 L ,� City . p?D- Stag Zips, Phone Fax E-mail Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name CitynC6 J ILLr Address Zippy Sib City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name /'�' Address 1 k C7 �jf ,'?C)6L l !`" U CitynC6 J ILLr State Zippy Sib Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning WK .5-1 Flood Zone I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. VP tY �/^2v BIN # LOCATION AN O 2 % © d Pro erty Address Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description ore of Work: crrv` Sq.potage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Rete i by: Amount: C.-/ 7 / . - — Bldg q�? SRA Receipt #: �(1/ D O Sheriff 4�0vt / MIP Date: _ „ ,r In Other K:\FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 1 of 2 REV 4-30-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed bythe preparer. NO GRAPH PAPER! 1 ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (1VO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. . \Letter of intent. ❑ -10. Hazardous Material Form. ` ❑ ,,11§an Nation and site)plan approval from,the Environmental Health'Department. _ If you have'questions or would like additional jnformation regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER \FOR BUILDING PERMIT,,APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 COUNTY OF BUTTE-DEPARTME T 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: �F_ (�4"1 t4 ASSESSOR PARCEL NUMBER by % • o 7U - OCo I Proposed Building Use: M N p E Q M F N D N1 E7 W S r TFCounter Technician: letj Date: 1-17/04 tem required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. -T 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and.signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for on -heated and A/C for Non-Resid0ptial Buildings. 11NN8. Manufactured home( to sheets and installation in > rriage line inf oor Plan 'e b n ndnd pP'f fans aI in duplicate. // `� ❑ 9. Metal Bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form ` 15. Sanitation and site plan approval from the Environmental Health Department int] Chico 12(Oroville, as applicable. �j 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) - 17. Fire Sprinklers............................................................................................ 18. Agr'icultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet ..............................� ❑ 22. City of Chico Plumbing permit ............................ 23. California Department of Forestry n approvai/paid. Sent by: �` '[�' M _�I-o'"'t`( 24. Planning approval (A) Use: (B)Parking:(C) Parcel Check: LR .o tyLvin ' 25. Contact Land Development about _ Improvements, _ Drainage ......................... Jol/ 26. NPDES Form.........................................................................................:... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization......................................:..................t.......... 33. Recorded copy of Agricultural Acknowledgment Statement ................................. 2 -16-614 ❑ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits........!...'...... ..................... I............... 0 36. Reed Restriction ...... .....!...................................................................... .. ` 374`brant Dee , Title/Statement of Facts, ❑ Letter from Legal Owner, Check to H.C.D;$ 38her: ❑ 39. Other: _n _ /IVU \ . When issued Telephone and hold for pickup. I have been informef the above items an�quirements for obtaining a building permit. Applican : - Date: �'" -7 y 1. Index per application for abo items numbered: Plan Check Letter 2. Additional items requir Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner. was advised of thebov ta,b ❑ phone, ❑ mail, ❑ counter b Date: Plans reviewed by: Date: �� U Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.H. use ONLY Rot Ren Attach000r MnAttached Fl sent to 8.0. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposa Water Suppl Pu is Private Well Clearance for dwelling. they J --3 _p, � Hold final for: Final clearance O.K. for: NOTE: --2 Environmental Health Specialist Date 8/96 e -A (d� • COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES.— BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OWNERG(,�iL PROPROSED BUILDING USE 1. BUILDING PERMIT FEES ES A.P. # ®A / �% DATE r D RECEIPT # DATE REC. --- Balance Due ...................:. $ --- Additional Fees Due........... $ --- Revised 'Plan Checking Fee.... $ ' 2. ROHOOL DIST CT ES is la t heck) ' V 3. S RIFF FEES (paid at Building Division) Residential........... X - $360.00 =$` -SA& Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... . X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK FEE $$ id at Building Division), 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. T Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit applic o , I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed durin plan ec process. APPLICAl� / DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 Division Yellow -Applicant Pink -Owner (rev. 2/2003) O.B. - I OWNER -BUILDER VERIFICATION, Attention Property Owner:.. . An "owner -builder" building permit has been applied for in your name and bearing your signature.: " Please complete and return this information at your' earliest opportunity -to avoid unnecessary, delay , in processing and . issuing your building permit. •No building penmmit' will.be issued until this verification is received. , 1. I personally plan to provide the major -labor and materials for construction of the proposed roperty improvement: YESAI NO 0 . 2. HAVE ❑ HAVE NO signed an applicafion•for'a building permit for the proposed work. -3�I have contracted with the following person (firm) to provide the proposed construction: NAME: = ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO.. 4. I plan to' provide portions of this work, but I have hired the;following person to coordinate, supervise, and provide the major work: F NAA19: , ADDRESS: s. CAY-` PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but,have contracted(hired) the following persons to`provide the work indicated: ^ NAME ADDRESS PHONE' TYPE OF WORK NOTE.. ''This' Owner -Builder -Yerr kation' is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office. before we are permitted to issue the permit,', — OVER . OWNER BUILDER INFORMATION Dear Property Owner. O.B. I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner-Mder" you are the responsible party of record on such a permit Building permits are not required to lie signed by property owners unless they are personally perfomung their own`work. If your work is being performed by someone other than yourself you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your.immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontradom. then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, wont m compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worlaer's compensation insurance. ♦ For move specific ikon about your obligations under Federal Law, contract the Internal Revenue Service (and, ifyou wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If tie structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed conhador or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professmg to be contractors is to secure an "owner builder" building permit,, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. lr fn on about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street; Sacramento, CA. 95814. Please complete the "Owner Balder Verification" on the reverse side of finis form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is retmaed IJfic 1 C. Vi h a, C.B.O. er, Building Inspection NOTE: Yhis Owner -Builder Inform WOn is required by Section 19830 of the Callfomk Health and Safety Code OVER P PgTMF►T ��TTF00 D'eD artment of, Public Works I1II o o C o u n t y o f B u t t e \� 0 J O \ 1. Michael Crump, Director- LAND DEVELOPMENT DIVISION ' O O Storm Water Management Program 7 County Center Drive Oroville• CA 95965 �eClc W°P� (530) 538-7266 ti (FAX) 538 7171' National Pollutant Discharge Elimination, System (NPDES) ..Phase. II t .Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1: Project'Description: Pzt/'M. Jl� sz&� Project Location and/or Parcel.Number: n �L -7 —6-70 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contairi multiple site build outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. f r I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional- Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other. permits or other sanctions provided by law. Signed: \ Title: ow rjC. Date: �o ` %• - > • i Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 School District LL A.P. Number D Property Owner Property Location/Address Subdivision Residential Development ndustrial Department BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) H. S Building Department No. �!l`�'� !J l✓ D�(�l Jurisdictin: = City County )X (��,t4JV 0 u No of Living Mobile Home Units Installation Lot No. .................................................................................................................: Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # '(No foundation inspection)': €................................................................................................................... Plans reviewed'Sy School District Personnel) Sq. Footage (Including Exterior 1/7 Date Roofed Ar as) Y / Date District Identification No. 050045 1 r 0V �� i> r� �YA � School District certifies that P \n�Y\.v (Applicant) -3lo��P (Street Address) (Phone Number) Dr ov C \ 19� 9 LIP to (City) has complied with the re4quiirements of Resolution No. representing C 1�� square feet. Paid by Check # Remarks: f T cr cl w W\ 1>lo ),A 9 (� (State)) (Zip Code) by payment of $ / T • �� p B 2926 S • FULL MITIGATION $ 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(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm ON AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 DOPY of Document Recorded 16 -Aug -2004 2004-0049892 Has not been compared with original , BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment.to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes. and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County: of Butte, State of California, described as follows: 56C Date, 1;-0 �. IFNOT�ac F. =sr� M. 1L7s�67 PUBLIC-CALIFOFIiM ARY NTY OF BUTTE xpires Oct. 30 2004 State of California ) County of7 On �' 5-0"A before mi NTi A-- AL personally appeared%t 1 U.t j SVGA rV ' I — C�jvJ personally known to me (or proved tome on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged 'to roe that he/she/they executed the same in his/her/their authorized capacity(ies), and that by h" er/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the persons) a ed, execu ed the inst ume ' WITNESS my nd and ' is Se , A"A"A'At EYNTNlA A. COtTA Signatureea!_nt n.# 1279287 A!1 A.P. # y ori c�n0 —®(G�� Comm. Expires Oct. 80. 2004 Order No. 104983 EXHIBIT "ONE" Parcel I: Parcel 2, as shown on that certain Map entitled, "Cynthiann Subdivision", filed in. the Office of the County Recorder of Butte County, California, on.November.14, 1984, in Book 98, of Maps, at Page(s) 22. Parcel ll: An easement for road and public utility purposes over a strip of ground, 60.feet in width lying Northerly, Westerly and contiguous to the following described line: Beginning at a point on the East line of.that certain parcel described in deed to Northwest Pacific Resources, Inc., recorded September 6, 1980, in Book 2539, Page 38, of Official Records, from.which the Northeast corner of said Northwest Pacific Resources, Inc., parcel bears North 00° 19' 39" West 60.00.feet; thence from the point of beginning South 890 03' 09" West 254.15 feet; thence South 020 01' 51" East, 244.14 feet; thence South 04° 56' 09" West, 655.78 feet to the center of the existing' right of Way as contained in said deed. I . Parcel III: A non-exclusive easement for road and public utility purposes 60 feet in width over an existing road as set forth on that certain Record of Survey recorded July 5, 1974, in Book 47 of Maps, at page(s) 93, the centerline being more particularly described as follows: Beginning at the Southwest corner of Lot 3 of Subdivision No. 2, as shown on that certain Map entitled, "Map of the Subdivision No. 1 and 2 of the P.C. Drescher Tract", filed in the Office of the County Recorder of Butte County, California, in Book 1, of Maps, at Page(s) 25; thence following along the Westerly boundary line of said Lot 3, North .00 17' 00" East for 89'58 feet to a point located.in the centerline of an existing roadway; thence following along the centerline of said roadway, South 301 44' 40" West, 432.63 feet; thence South 350 16' 10" West, 496.53 feet; thence South 650 27' 00" West, 713.80 feet;,thence South 41 ° 02' 00" West, 228.54 feet; thence North 751 30' 35" West 106.02 feet;, thence North 30 04' 55" East, 225.42 feet and being also the true point of beginning for the centerline herein described; thence from said true point of beginning North 130 29' 35" West, 367.16 feet; thence North 660 11' 05" West, 558.40 feet; thence North 530 07' 05" West, 186.77 feet; thence South 780 04' 25" West, 285.73 feet; thence North 750 36' 15" West, 245.53 feet; thence North 540 19' 45" West, 283.57 feet; thence North 61 ° 31' 05" West, 255.29 feet; thence North 730 35' 45" West to a point that bears South 60 feet.f drn the centerline of the Easterly extension of Bohemia Avenue; thence West and"parallel with the centerlineof the Easterly extension of Bohemia Avenue to a point on the Easterly boundary of Citrus Avenue and, the end of the herein described line. Parcel IV: A non-exclusive easement for ingress and egress and public utility purposes over Parcels 1 and 3, as shown on that certain Parcel Map, filed in the Office of the Recorder of the County of Butte, State of California, on January 12, 1981, in Book 81 of Maps, at Page(s) 40. Parcel V: A non-exclusive easement for ingress and egress and public utility purposes over Parcels 2 .31 ` Order No. 104983 1, 2 and 3, as shown on that certain Parcel Map, filed in the' Office of the Recorder of the County of Butte, State of California, on July 6, 1982, in Book 88 of Maps, at Page(s) 86. Parcel VI: A non-exclusive easement for ingress and egress and public utility purposes over Lots 1 thru 5, as'shown on that certain Map entitled, "Cynthiann Subdivision", filed in the - Office of. the County Recorder of Butte County, California, on December 5, 1984, in Book 95, of Maps, at Page(s) 69. , Parcel VII: A well area,and easement over Lots 1 arid 2, as shown on that certain Map entitled, "Cynthiann Subdivision", filed in the Office of the County Recorder of Butte County, California, -on December 5, 1984, in Book 95, of Maps,,at Page(s) 69. Parcel VIII: A 20 foot crossing over Lots 4 and 5, as shown on that certain Map entitled, "Cynthiann Subdivision",'filed in the Office of the County Recorder of Butte County, California, on December 5, 1984, in Book 95, of Maps, at Page(s) 69. Assessor's Parcel No: 027=070-010 ' 22-141 50 SHEETS ` r �•. - gmpao 22-142 100 SHEETS F. 22-144 200 SHEETS Decann Page 3 Lateral Analysis_ Improtance Factor 1' = 1 Wall ` A = Wall B Wind Seismic. Roof:, ' Windward Leeward q I P Roof Weight: . (Coef.) (Coef.x A + ` Coef. x A) (@75) ,(Ibs) P(30)=' 0:76 0.3 0 ;: 0.7 0 14.5 1 = 0 Pitch = Rise:Run ' Pitch Factor P(25)= ;• 0.72 0.3 0. 0.7 0 14.5 1 . _ ' 0 3 : 12 = 1.03 P(20)= . 0.67 0.3 0. .0.7 0 14.5 1 = 0 P(15)= . 0.62 0.3, 193. .- 0:7 - 193 14.5 1 - _- 1735. (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.03 x 1470 x 14 = 21213 Wall: Windward , Leeward q I P Wall Weight: _ (Coef.) (Coef.x A +:. Coef. x A): (@75) ' (lbs) (Area)x(Wt-(psf)) = Wt.(Ib) P(30)= .0.76 0.8 0 0.5. 0 14.5 1 _ 0 885 x 8 = 7080 P(25)= 0.72 0.8 0 0.5 0 14.5 .1 _ 0 Floor Weight: :f P(20)= 0.67 0.8 0 0.5 0 14.5 1 = 0 (Area)x(Wt.(psf)) = Wt.(Ib) P(15)= ' 0.62' 0.8 272 . 0.5 272 14.5 1 = 3179 1360 x - 12 = 16320 P (Total) _ 4914 Ca = 0.36' Total Wt.(Ib) R =. 4.5 , W = 44613 Base Shear (lb) ' SEISMIC GOVERNS V =. (2.5 x Ca x I x W)/(1.4 x R) = 6373 Wall 1 = Wall 2 Wind Seismic Roof: Windward Leeward q I P Roof Weight: (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) . P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 Pitch = Rise:Run Pitch Factor. P(25)= . 0.72 0.3 0 0.7 0 14.5 1 = 0 3 : 12 = 1.03 P(20)= 0.67 0.3 0 : 0.7 0 14.5 1 . _ 0 P(15)= 0.62 0.3 0 0.7 -0 . 14.5 1 = 0.- (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.03 x 1470 x 14 = 21213 Wall: 'Windward Leeward q I P Wall Weight: (Coef.) (Coef.x A + ` Coef., x A) (@75) (lbs) (Area)x(Wt.(psf)) = Wt.(Ib) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 885 x 8 = 7080-- 080 .P(25)= P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 Floor Weight: P(20)= 0.67 0.8 0 0.5 0 14.5 1 = _ 0 (Area)x(Wt.(psf)) = Wt.(Ib) P(15)= 0.62 0.8 218 0.5 218 14.5 1 = 2548 1360 x 12 = 16320 P (Total) = 2548 Ca = 0.36 Total Wt.(Ib) R = 4.5 W = 44613 Base Shear (lb) SEISMIC GOVERNS V = (2.5 x Ca x I x W)/(1.4 x R) = 6373 22-141 50 SHEETS 22-142 100 SHEETS 22-144 .200 SHEETS M, moi' e:t.K.M:.'{ ,... f F / , i • { � r i E 1 Ed?fMEN7 r n of b r" 3?s rb O $5 y ?.O/ 4CRE5 � _ SCdLE /'•/00' , Gift ld 9ii • i nb LO•R/W /P. U. E. T09E fKERYfO? ' � GOCd T/DA' AfdP w "MO.O.R.R.6# L ?.O/ dCRES I ;1 'C (3ci M ec ° I r • - QET NI•RlH4R, LS4rOr. $I �I y - PwNOMoau em4suQTeo ' 1 - Po/NTOITERM/NIOONGY X - fOUNO Vf'RE4dR, (Q erOr i I �I � fgi7 rsM.ee• 1 t Ir } , I Le• I n 905/4 OF 9Ed?/A/!a5 , 0 A/07fs 4ef/s o.. eeer,NQf lo4r �3:j /Lf fj4 C I /J CYN7N/4NN COUR7 W46 PRlY/Ov?LY /rTl4iceP� Gev✓olwxe[s, Qe Mes. I 0fOROFO/Ce7/ON 4SPfR (i J. , I I v rMe A4 2J ?NE .x00 M47NTSN4AYE 46.fE" J I 1 2731. REC.OXOSD ✓W 2585 0xe 44/ . al. /Je 4fFfcrT7rfsf fiueL4.s. /TNS rMT.W rCELf. fXACr 4OC4rA:W EaV' r 4sdETEfMH6p fxYi.lEEYO44Q• PARCEL .MMP - \ • C?F POPCEL 3, M DF Md, , 44 LY/NG/AI5K7/OA,a, &0',7,4V /R U. F. i 7/d A', 74E, M. 0 M. Al7NE UA//NCOQPOFdrA94Rfd Of 9UT7f CDUA/7Y, COLIRWAVd. • 70 W41,FA /d 4Vf. / FOR d/OeA' ?LOY94UON - trarM/aLuf LANE N �Qisufff- 9n9Z1V7Y✓v a .. e. 73.rhart —8m do d atwciate./ �,�„`,;,, ivrd rue sQ•wAN.Vaciuf/YeAwLrcreseAYeunN4frio4rAr QPff4 tO40Q4/lOT/ON �C„��.M �Qyi � 0 � ror� 'ENOINEEAS �s`�'LANO A�f••'ff hs!• l4l AAfTAKC/PTl4 dT AI � _ ��� LIYIt .SURVEYORS" f F / , i • { � r i E 1 h k , - l Aiden Slaybough, Tentative Parcel Mapp 2 parcels approx. 700 ft, north of the internection of Aideng Court and CYnthlann hnol oa the west side of ASdeng Cou_t. ' ftle= 7 ADMIneert Barnhnrt/Brown - *•. , 4. AUblic Works conditionat willfCY�tra+� �~�3' 1 Proride vett vereabie ecceee'ti4-8 -LD-1 to each I'"•'• - COMtr maintaLned'road or state hi h x• 1 pnreelytro®?aNyi �, k' B HJT (.gear 14. �► R. .T •' '�a.: + I.`., uG 3 e+ ..f :ry k •, 3 ' Tn u, !`,yaar� .'�%'�, "�' 'c c �i% 6 t ' T. �,•p.W Assess to be reserved in deedetas per ec �ty+,o�dinance'nnd,offered'+T,'• 1. it !or'dedication'ion the'fL�ral ma * •: , i� ss r ��3 a ,a5�a•�•" � •'§;?,y'i^'{�Y.. �a � r.;� p y. �;ti T "�+. rb � +r�K s. 4 c���J�t,� :Z. 3. Shah 50 ft building aetbnck` A,'easement. d line meaeurel-frau centerline of nceeael' ,u r, u t•4. Provide road' maintenance agreement, w 5. Show all easements of record on the final map, w T '•"6. Provide street-name signs per requirements of the Dept, of Public Works ' I prior to recordation of the final map, 7. Payr any delinquent taxes or current taxes as required, k . Health Dept..conditions— yy , 8. that at the required ` q quantities of domestic water are available to parcels 1 and 2. ' • { 9. 'Show n•100 ft. Tower Line Easement on final map, .1 1,..... ^�ejyiti! I I ;k - •T � 1 A)7 T • . t•wnd�l'.;' �.1.+!..1!.Yl.'_ x7+a��V+•��.7r1•�v�•.^^.^. 4 �.'.+T..'Y'. �s4..r .,.,•, 1 , - ' - , I% i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES '`BUILDING PERMIT` 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net%dds PERMIT NO. BP042334 LICENSED CONTRACTORS 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 Issued Date: 10/15/2004 APN: 027-070-061-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address.: Date: Contractor. Map Index: Description: SHOP (2400) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: PHIL DECANN permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a SARAH AVERA signed statement that he or she is licensed pursuant to the provisions of 169 BARDOLINO LN. the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 95966 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 530-624-4850 violation of Section 7031.5 by any applicant for a permit subjects the to a civil penalty of not more than five hundred dollars ($500).): �appplliiccant x[ 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 (Sec. 7044, Business and Professions Applicant: PHIL DECANN Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale:).- ale:).I, 1,as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of th usiness and Professions Code s v( Date: f owner. License #: 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 Architect: is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 2400 S.F. Valuation: $57,600.00 Census Code: Policy #: 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 the 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. I b— I Date: Applicaflt WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 2 CONSTRUCTION LENDING -AGENCY. _ . _ .This permit is heresy issued under—l" .plicable.provisions of the Butte County -Code anrl/or I hereby affirm that there is a construction lending agency for the Resolutions do work indicated a ove r which fees have been paid. �r performance of the work for which this permit is issued (Sec 3097 Civ.) G Name: By: / /') Date: PERMIT EXPIRES ON: Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. authoriz d agent of the owner. I agree to comply with I hereby certify that I have read this application, that the above information is correct, and that I am the own/an all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substancecial fo or document of Butte County. I hereby authorize representatives of Butte ty to enter upon the above mentioned property for inspection purpos/� ; / [may,. Print Name:i2L9f Signature / U ( 5 — U L/ Date: Owner + ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor M/0 �vTTBUTTE COUNTY o�0 DEPARTMENT OF DEVELOPMENT SERVICES 0 0 BUILDING PERMIT APPLICATION , > 0 y' AND SUBMITTAL REQUIREMENTS 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 o==tea=. -�� := 0. OFFICE #: (530) 538-7541 . A FEE WILL BE REQUIRED AT TIME OF APPLICATION **PLEASE PRINT CLEARLY** . OWNER Last Na 67t�C .rJ A/ Na e Address 0e1 "\jv � ��-- Cit ; 1.) t Zi S'_7lm Phone 4 r Fax E-mail b APPLICANT NAME CONTRACTOR Na e City Addres Zip City Fax \ State Zip Phone Page Fax E-mail Date Approved: Lic. # Class APPLICANT NAME ARCNITECTIENGINEER Name City Address Zip City Fax \ tate Zip Phone Page FA. E-mail Date Approved: State Li nse Number . APPLICANT NAME Name Address City State Zip Phone Fax \ E-mail PAP M I W-2 For office u o . Zoning Pro erty Address n Ccs Flood Zone Cross Sheet SRA Yes j No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: UVEB FOR SUBMITTAL REQUIREMENTS PERMIT NO. . D p BIN # LOCATION Pro erty Address n Ccs &C-) J t Cross Sheet WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY ' Name Address Description or Scope of Work: -16Q K Sq. Footage -1i 00 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application' after expiration, a new application, plans and fee will be required. .. REQUEST FOR REFUNDS ! Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. ece ve y: Amount: V-4Bldg 7, Receipt #- ` Sheriff SMIP J SUBMITTAL REQUIREMENTS I (. The -following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPERl ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPERI OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. r Mobile, Manufactured, or Modular Homes: n" 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! J ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530') 538-7541. OVER FOR BUILDING PERMIT APPLICATION' :AFORMSWILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 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 SHEET94zllj � OWNER: ASSESSOR PARCEL NUMBE Proposed Building Use: i Counter Technician: Date: I squired in'order to apply for a( ermit. All boxes MUST be checked OR marked NA in oder to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. 9. Metal bldgs: ,(A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these mnct ho Oninnind nnrl umt-cinnorl hu fho onninoor ❑ 10. ood Elevation Certificate, wet -stamped and signed, in duplicate ❑ Site plan and business license approval from the City of Biggs 12. Letter of intent for non-residential buildings 13. Detached Accessory Building Form filled out by the owner y .UX4 _ ❑ �n�� 1� zardous Material Form ,QU�unl ation and site plan approval from the Environmental Health Department in ❑ ChicoOroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit ............................. .. ' 23. California Department of Forestry plan approval paid. Sent byW ..... 24. 25 CPlannin approval A Use: 6 B Parking C Parcel Check: - + `t tL dD 1 b V" ac an eve opment a out- Improvements, _ Drainage ......................... 26. NPDES Form .......................................... .................................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... 30. Worker's Compensation Carrier and Policy Number .......................................... jr-/ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 5. Existing violations and/or expired permits......................................................... ❑ Deed Restriction......................................................................................... Grant Deed, ❑ M.H. Title/St tement of Fact , ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ her: 1 .S; L3aILT'r dt " ❑ - Other: When issued Telephone, and hold for pickup. I have been informe�bf the above its and requirements for obtaining a building permit. r 1. Index permf applica 2. Additional items re E Contractor, designed! Contractor, design Plans reviewed by: Structural reviewed`by: Note transfer by: Date: the above items numbered: <b.-�,-a� Plan Check Letter was advised of the above data by � phone, ❑ mail, ❑ countedbyDate: was advised of the above data byI phone, ❑mail, ❑ counteDate: Date: Plans approved by: Date Date:6 Structural approved by: Date: d t Yellow: Building Division Building Permit Number: 0 Owner Name: 'D.- ca'n Residential Construction Requirements DIPORTANT This i s set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same'without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordan6e with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2900 U.14.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a -minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation. Certificate will also be required. Note:,We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than I foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater; I Page 2of 2 1r +ti 3 . Building Permit Number: ®�� oZ . - L Owner Name: Parcel lies within the State Responsibility Area (SRA). Comply with attached - requirements. Fire sprinklers are required in this structure- The following parcel map requirements shall be met: • 1 _a All structures acid equipment including overhangs shall be clear of all easements. A setback of --3e) feet from the side and % feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of , structures and equipment except for a 2 foot overhang: _ = Expansive soil maybe encountered on this site. This condition may require the s foundation to be designed by a California registered engineer or licensed architect. f - i V Y • 1 Department 'd Development Services Building Division 7 County Center Drive Oroville, CA.95965 (530) 538-7541 (530) 538-2140 FAX SPECIAL INSPECTION NOTE Special Inspections — Uniform Building Code section 1701: In addition to'the inspections required by Section 108, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Section 1701.5. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. Duties and Responsibilities of the Special Inspector: I The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. .3. The special. inspector shall submit a Final signed report to the.Butte County Building Division stating whether the work requiring special inspection was; to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this ' code. - 4. The special 'inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to him, so inspections must also be made by the Butte County Building Division ' 5. Any change in special inspection firms made after permit issuance shall be approved by the, Butte County Building Division prior to the new firm performing any inspections. - 6. Special inspections are in addition to the regular inspections performed by -the Butte County Building Division. Butte County inspection approval and sign off is not -to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. ' Special Inspection is required for the following items: ❑ Reinforced Concrete (raking of test -specimens, placement of reinforcing and placing of concrete). ❑ Structural -Masonry High Strength Bolting ' ❑ Welding ❑ Bolts installed in Concrete ❑ Other• Name of Special Inspection company: �r V CDF FIRE SAFE REQUIREMENTS 027-070-061 - BP44-2334 Decann . AP# PERMIT# NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and made a part ,of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of . properties in conformance with these standards and measures and to assure continued avail -ability, `access and utilization of the defensible space providedfor in these standards, annual maintenance. must be provided for by the land owner.. Driveway Standards , [X] 1273.02 Surface. All driveway surfaces and structures 1273.07 (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, • including sedans and fire apparatus weighing` 'up to 40,000 pounds. , 1273.03. Grade. Not to exceed 16 percent unless pawed. 1273.04 1X] [X] 1273.05 [X] 1273.05 [X] 1270.10 [X] 1273.10 • F' 1273.11 IN Driveway Radius 1. No roadway shall have a'horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. 2. the length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. Turnarounds. If required, will have a minimum ; turning radius of 40 feet from the center of the road. Turnouts. Shall be a minimum. of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates 1. Gate entrances shall be at least two feet wider than the roadway. it serves. 2. The. gates must be located at least 30 feet from' the roadway and shall open to allow a vehicle to stop without obstructing traffic on ,the roadway. 3. Where a. one-way road with a single traffic- lane provides entrance, a 50 foot tuming.radius shall be.used. _ 1 CDF FIRE SAFE REQUIREMENTS 027-070-061 BP-04-2334 Decann AP# PERMIT # NAME Fuel Modification 1276.01 Setback for Structure Defensible Space [XJ 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ J 2: For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. y [X] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof Enclosed Eaves [ ] -If Building Setback is,Less Than 15 Feet - Class A or B roof with enclosed Eaves and: Choose any 2 of the following: Metal or no doors on side toward property line with insufficient setback Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward.property line with insufficient setback Siding from the following list: Stucco — 3 coat Hardi-Board or Plank Masonry Masonry Veneer Metal Other Butte county Fire Department. approved materials SITE PLAN REVIEW APPLICATION Date: q��r /,owl AP# OZ 7 —670- 0% I r Permit Number (if applicable) OY-.733q APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address:. / 9 /� Gl/1Q Pt.�-t0 ;Lw�r. e �/LO 9!z& �n - Telephone No.. 6-2 L/��Q Situs Address: a7,vl t A/ ;" Proposed Use: rt ' Residential } ❑ New Single Family Residential ❑ Single Family Addition ' ❑ Single Family Remodel ® Mobile Home IN ' Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary'Travel Trailer ❑ Multi -family , Non-residential h ,ri ❑ _New Commercial ` • ` :, 5 R: 1 ❑ Commercial Addition - ❑ Commercial Remodel ❑ New Industrial' - -- , ❑ Industrial Addition �` ❑ Industrial Remodel Other Septic • ❑ Well t ❑Agricultural Exempt Building ❑ Other: „ Brief Explanation (if necessary): G /hoe : 19 01 t d DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES•INFORMATION (For Staff Use) �- Approved. ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved" By Date q1,017-1- D ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: _ ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ® Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: le • Flood Panel No.: D(DU7 CoPS Index Date: 06 ❑ Sacramento River Reclamation District (Approval must be obtained from the Ualif6mia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ti ❑ Detached Building Use Form _ ~❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning:, Applicable Building Setbacks: GP -(AR- ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. 'a- __ n _r If J Zoning Code Streets & Highway Fire Prevention Su division Map Front - � Side V� Side Street Rear v� Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. 'a- __ n _r If J Applicable Development Fees: Standard Fees Amount Formula ❑ Fire , ❑ School* _ ❑ Parks/Recreation Roads , ❑,' Sheriff ❑ Drainage ❑ NCSP/CSA 87 . , ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees ----------------------------------- --------------- ❑ Water Tender ❑ Road Improvement North Oroville Area ❑ Other (per map) *. Check with school district to verify actual 'fee if pre -application review. A final determination will be made at the time of , the building permit. Parcel Created By ; Deeds: Date of Creation: I:egal Access Provided: ❑ No []Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes. Parcel Frontage on Publicly Maintained Road: ❑ No ❑Yes, Road Name: Complies with Count), Standards for- Dee Creation: ❑. No ❑ Yes. ts: CommenAM p ' 10 -Parcel Deemed to be legal ❑ Verify Legal Parcel ❑. Verify Legal Access T ' ❑Provide Deed of Creation ❑ Obtain a Certificate of Com_ pliance , ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). Construct road to: ❑ . Meet,Parcel size required by zone ❑ Meet current Environmental Health Department requirements ------------------------------------------------------------------------------------- ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site�approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County- Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required ❑ Property owners responsible for roa 7 Department of Development Services' Building Division 7 County Center Drive Oroville, CA 95965", (530)'538-7541 (530) 538-2140 FAX A DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential'use. Exception: Garages and Carports.! t Owner: Phone: C� r I Mailing Address ��c -� a Z - ►�J a , Site Address: C_ td(•h e Assessor's Parcel Number: 00L -7-0_46.—,O / Zone: r Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of _ this form GENERAL LNFOILNIATION: 1. Is there a primary dwelling on the property? - Yes M—No ❑ 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No R- 3. Will items produced in this building be offered for'sale? '` Yes ❑ No• 4. Will the public have access to this building? 11 1 1 1 Yes ❑ No 5. - Will any advertising, on or off site. be associated with the use of this building? Yes ❑ No [� SITE CONDITIONS: 6. -. Is the stricture foundation within 5' of septic tank or, 10' of leach lines? Yes ❑ No 7. Is any portion of the structure located closer than 20' to front property line? Yes ❑ 'No (3 ; 8: Do you plan to add a driveway or modify existing access to a county'maintained road? Yes ElNo 9: Will the proposed structuie encroach within any recorded easement?,, . Yes ❑ No (3 CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls_, or ceiling? Yes ❑ No �, • - I L Will this building be heated or cooled? Yes ❑ No [� 12. Will this building have a water closet/toilet? - Yes ❑ No 13. Will this building have a sink?. Yes.❑ No a 14. Will this building have a water heater? R ' " . _ Yes ❑ No Cg-' 15. What Type of floor covering %ill the building have? -all -� 16. What type of n covering will the building have? - OVER 1 of 2 { PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed - I will be storing in this building and it will be used for any other purpose (no bathroom and no heating or cooling). 2of. Private Garage --A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept" A garage door is required. 3. ❑ Residential Carport - A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy.- Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family RoomZ ❑ Sun Room ❑ Private Office ❑ Workshop ❑ Home Occupancy ❑ Other- Use = 1. Desenbe 9Pe orWo&hop bhut be approved by the Bune County Plazming Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Com_ Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearty affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. O«-ner's Name: Please PriaC :5,44A H-, D -CZ- p� rSYj Owner's Si 2 of 2 Date: 15 - 1 1 — C) 4 I�( j - �QAgTME1yT _ �VT7: Department owf Pub lic{Works ° C 'o u n 't- y o f B u -`t t o ° ° J. Michael Crump, Director' LAND DEVELOPMENT DIVISION O , Storm Water Management Program 7 County Center Drive Oroville• CA 95965 ��QIIC WOP�9 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination • System (NPDES)' Phase II Construction Storm Water. Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement fLESS THAN 1 ACREI , f •• r . Project Description: 1 Project Location and/or Parcel Number:0 D 70 76 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land andthat I, therefore, do not,need'to apply for Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am,aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other, Less`than 1 Acre NPDES & SWPPP Compliance Certification' _ Butte County Storm Water Management Program } ' Revised 5/12/04 t n r, i � 3 • • . . .. . ' - � O.L. ..0 OWNER -BUILDER VERWICATION . Attention Property Owner: An "owner -builder' building permit has been applied,for in your name and bearing your `signature. , Please compleie and return this information at your earliest opportunity to avoid unnecessary delay _ - in processing and issuing your building permit' No building permit will be issued until this ; verification is received. . I personally plan to provide the major labor and materials for construction of the proposed property' vement : YES NO E3{ , I' HA HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed'oonstrc ion: `• NA11M ADDRESS:, CITY. r. , PRONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of the work, but I have hired the following person to coordinate, , .. supervise, and provide the major work ADDRESS: CfiTY. ' f PHONE: CONTRACTiOR'S,LICENSENO. '.''-.... " 5 I-v-iU4nx va.de-.some..of-the-work-but-I have-contaaod-Nh rzd)-the-fo-Hovg-persons-to-provide the work indicate_ d: NAME , ADDRESS PHONE TYPE OF. WORK - b NOTE: Ais des -Builder Verifimdon is required by Sec€ion 19831 and 19831 of the California Health and Safety Code.. This ver fcation must ' be completed and returned to our office before we are permifted to issue, the permit; OWNER BUILDER INFO TION Dear Property Owner. 0 An irnpmvenzenfa spe "fd. Dr a building permit: has been submitted in your.. listing yourself as flee builder of Property a e� For Y� Protection, You should be aware that as "owner-bmlder" YOU are the respmmbie party ofrecord on such P Building pemuts are not required to be signed by property owners unless they are personally pmfo own work. If your work is being performed by someone other than nurse untag �� Hat if that Person y you 3` Pmt Yourself from possible �Y P applies for the proper permit to his or her name. Contractors are required by law to be licensed and bonded by the State of California an bus' apply. ness license from the city or county, They are also required by law to put their license con her on all for wb d to have a bus they IfYOU be aware of the la to do Your own walk with the exon of various trades that YOU plan to sUbcontract, your should ng bion for your benefit and protection; a Ifyou employ or otherwise engage any persons other than your immediate fay, and the work (mciuding materials and other costs) is $300 or more for the entire Pray and such persons are not licensed as contractors or then you may be an employer. ♦ If you are an emPloM You must register vft the State and Federal Go subject to several obligad = including state; and federal _ �� as an employer and you are workers compensation �Ce, ��, =nran a costs, and. tax � �� Moral social sectaity taxes, + There maybe financial � furIOy� compensation coons, wish y to wows You ifyou do not carry ourt these obHgWons, and these risks are especially serious P' compensation iusmm=. ♦ For more specific n ob if yon wish, the U.S. Small Business h ogs under Federal Law, ca act flee lateral Revemte Service (ani State Law, contact the D ). Far mare specific information about your obligations under apartment ofSenefit Payments and the Division of industrial Accidents. If the stroctare is intended for sale, property owners who are not licensed work personally or through their own employees, without a Ioensed r cOntractote , am ed t perrDnn their limited coadhicas. A frequent practice of unlicensed Persons Professing to be yrs is to secure an aowner bmldw. building IMM a° ly �� flirt �e �Y ar is providing his or bar own labor and matmial pemaits are rat regUned m be signed byFmPPrnpeorty owners runless trey are pig theirOwn waPrlc��y' Buildinginformation about licensed om ma , Li be obtained by the Cmtr r State ceasep Bo your commtmiiy or at 1020 N Street; Sataame, CA. 95814. Please ODnPleft the "Owner BMId= Verification" on Sze reverse side of this form so that we can confirm that you are aware of mese mat#ess. The buffiding p=aft will not be issued unlit the vmi$cation is returned. VOT F-- 2119 Owner-Bxffder rTforrrsazf0rt is requfred by Sedioa 13830 ofthe Calor= Hea18t mid Safely Code nlr ID ZJS "'ENGINEERING. SERVICES INC. 'r 350' S. MI-LL°IKEN, SUITE A ONTARIO, CALIFORNIA 91761 PHONE ( 909 )., 974 4150 FAX: ( 909) 974 4153 .t STRUCTURAL CALCULATIONS CUSTOMER Phil Decan And Oro Products <Helder> DAT E July 11, 2004 JOB NUMBER 18'045-04 CONTENTS 40' x 60' x 16' 1. Basic Loads ( 3.0/20/ 0./80 C) 2. Check Sheeting ( 26ga Multi-Rib, McElroy-D) 3. Check Purlin And Eavestrut 4. Check Girt BUTTE COUNTY, 5. Check Endwall Columns BUILDINGD!VISION 6. Check Endwall Raf ter APT OVER 7. Check Rigid FrameffRES 8. Check Connections QQ OS �� R Fy 9.. Check. Bracing/Portal Frame y 2 LU o.54869 �n 10. Check Foundation Exp- 6/30/0( APPENDIX y CIV11- �CF CA���O y . -_ - ----- - JUL 2 2 BUILDIIVnor C DEi:. lopy., Page Number : 2 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> > Description: 40' x 60' x 16' DESIGN CRITERIA This building was designed using the criteria listed below. Capacity for loads greater than these or for load combinations other than shown below specifically neither intended nor implied. 1 . BASIC LOADS 1.1. Dead Load pDL 3.0 . lb ft. 1.2. Live Load Refer To Table No. 16-C Of UBC 1997 p = 20 lb LL ft? 1.3. Wind Load Refer To Table No. 16-F,G,H Of UBC 1997 qs =.16.40 1b2 - 80 MPH ft. / Ce = 1.13 - Exposure C From Table No. 16-G Of UBC 1997 ( Average Height Of The Building < 20.0 ft ) Importance Factor pWL= q Ce I 18.53 lb2 ft For Actual Cq Values See Thru-Out Calculations ! 1.4: Seismic Load Seismic Zone :. 4 / Ca = 0.44 Na. = 0.57 - As Given In Table 16-Q Of UBC 1997 Na = 1.3 - As Given In Table 16-S Of UBC 1997 R = 4.5 - As Given In 'Table 16-N Of UBC 1997 Page Number :,3 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 Top In Compression 350 S.Milliken,#A.ONTARIO,Ca91761 Compression Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 S+ Fb+ I- Reference: Phil Decan And Oro Products <Helder> Description: 40' x 60' x 16' 2. CHECK ROOF DECKING w - Uniform Load M - Max. Moment MAX. SRQ - Required Section Modulus Simple Span Condition w. i Use: 26 GA Galv. Steel Multi -Rib; McElroy Or Equal. Material Steel ,,ASTM A446 Grade D, Fy = 55 ksi Gauge- Weight Panel Top In Compression Panel Bottom In Compression pDL I+ S+ Fb+ I- S- Fb- PL+ lb in4 in3 in4 in3 , ksi ksi ft2 ft ft ft ft 29 0.95 0.0365 0.0371 33.0 0.0213' 0.0332 33.0 26 1.20 0.0486. .0.0499 33.0 0.0286 -0.0462 33.0 24 1.68' 0.0680` 0.0708 33.0 0.0419 0.0640 33.0 E = 29. 103 ksi. Modulus Of Elasticity Of Steel b = 1.0 ft. - 1 ft Wide:-Strap`Being`Checked E = 5 ft. - Span Between ,Two •Supports Page Number : 4 2.1. For Dead Load + Live Load lb. WDL+LL pDL+ pLL ) b 21.0 PL ft. Maximum Positive Moment.: z MDL+LL WDL+$L e = 0.79 kip -in-. .S . Fb++LL _ 0.0238 in3 < S+= 0.0371. in3 RQ OK Maximum Negative Moment M DL+LL 0.00 kip -in. ' SR Fbi-+LL = 0.0000 in3 < S_ 0.0332 in. OK Q 2.2. Dead Load + Wind Load CQ = 1.3 Refer To Table No. 16-H Of UBC 1997 WDL+WL- C pWL p 23.1 DL) b = lb. PL ft. Maximum Positive Moment M = DL+WL 0.00 kip -in. S - MDL+WL = 0.0000 in3 < S = 0.0371 in3 OK RQ. 1.33 Fb+ + TWind Maximum Negative Moment W E 2 MDL+8L = 0.87 kip -in. DL+WL SR 1M33+Fb- 0.01'98 in3 < S_= 0.0332 in .3 OK 0 TWind BY: Ja:os _'os P.E. Z.J.S. ENGINEERING SERVICES INC. 350 S.Mi11iken,#A.ONTARIO,Ca91761 PHONE .(909) 974-4150 Job # 18045-04 Date 7-11-2004 Phil Decan And Oro Products <Held6r> Descriot.ion: 40' x 60''x 16' 2.1. For Dead Load + Live Load lb. WDL+LL pDL+ pLL ) b 21.0 PL ft. Maximum Positive Moment.: z MDL+LL WDL+$L e = 0.79 kip -in-. .S . Fb++LL _ 0.0238 in3 < S+= 0.0371. in3 RQ OK Maximum Negative Moment M DL+LL 0.00 kip -in. ' SR Fbi-+LL = 0.0000 in3 < S_ 0.0332 in. OK Q 2.2. Dead Load + Wind Load CQ = 1.3 Refer To Table No. 16-H Of UBC 1997 WDL+WL- C pWL p 23.1 DL) b = lb. PL ft. Maximum Positive Moment M = DL+WL 0.00 kip -in. S - MDL+WL = 0.0000 in3 < S = 0.0371 in3 OK RQ. 1.33 Fb+ + TWind Maximum Negative Moment W E 2 MDL+8L = 0.87 kip -in. DL+WL SR 1M33+Fb- 0.01'98 in3 < S_= 0.0332 in .3 OK 0 TWind Page Number : 5 .:ed By: Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 i 350,S.Milliken;#A.ONTARIO,Ca91761 Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Phil Decan And Oro Products <Helder> ' i of i on: 40' x 60' x. 16' 3. CF)Er,( ROOF PURLINS Simple Span Condition w - Uniform ,Load M - Max. Moment MAX. SRO - Required .Section Modulus W TR TR E =.29. 103 ksi - Modulus Of Elasticity Of Steel Fy = 55.0 ksi - Yield Stress 3.1. For'4.75 ft Spacing, 15 ft' Long Use: ( 6 x 2-112.x 16 GA Or Equal - Material Steel , ASTM A446 S = 1.18 in3 - Section Modulus b 4.75 ft - Spacing Of The Purlin 2 = 15 ft - Span Between Two Supports 3.1.1. For Dead Load + Live Load wDL+LL ( pDL+ pLL ) b = 106.9 lb ' ft w e R = DL+LL = 0.80 kips DL+LL 2 W Q,2 = DL+LL M = 36.07 kip -in DL+LL S , M _ DL+LL - 3 -_ - �. 3 OKSRO. 0.6 Fy 1.09 in < S = 1.18 in I Page Number.: 6 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Mi1liken,#A.ONTARIO,Ca91761 !i J::nos Boros P.E. PHONE -(909) .974-4150 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description:. 40' x 60' x 16' 3.1.2. Dead Load + Wind Load Cq = 1.30 Refer To Table No. 16-H Of UBC 1997 WDL+wi ( Cq pwL pDL) b = 102.56 lb ft w P R = DL+WL = DL+WL 2 ' 0.77 kips w t 2 DL+wL M = = 34.61 kip-in- DL+WL 8 Sa . L = 0.79 in3 Q 1.33 0.6 FY .< S = 1.18 in3 OK `Stress Increase Due To Wind Load 4. CHECK GIRTS Simple Span Condition w - Uniform Load .R - End Beam Reaction M - Bending Moment w R T R 4.1. Check Girt For Wind Load: Side Wall Use: ( 8 x 2-1/2 x 16 GA Or Equal ( ASTM A570 ) E, = 29,500 ksi [ Modulus Of Elasticity Of Steel ] Fy = 55.0 ksi [ Minimum Yield Stress ] MA = 55.3 kip -in [ Allowable Moment For Bending, -See APPENDIX ] VA = 2.2 --kips --= - [ Allowable Shear -See APPENDIX ] Page Number : 7 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decan And Oro.Products <Helder> Description: 40' x 60' x 16' b' = 6.0 ft. [ Spacing Of The Girt, Critical ] 2 = 15.0 ft ( Span Between Two Supports Critical ] Tributary Area b 1 = 90 ft2 =� Cq 1.2 wWL= C pWL b = 133.4 lb.' ft. - w Q RWL WL2 = 1.00 kips < 1.33 VA '= 3.0 kips "Stress Increase Due To Wind Load w e 2 MWL WL8 = 45.0 kip -in. < 1.33 MA = 73.6 kip -in Stress Increase Due To Wind Load 4.2. Check Girt For Wind Load: End Wall Use: ( 8 x 2-1/2 x 16 GA Or Equal / ASTM A570 ) E .= 29,500 ksi - [ Modulus Of Elasticity Of Steel ] Fy = 55.0 ksi [ Minimum Yield Stress ] MA = 55.3 kip -in [ Allowable Moment For Bending -See APPENDIX ] VA = 2.2 kips [ Allowable -Shear -See APPENDIX ] b 6.0 ft. [ Spacing Of The Girt, -Critical ] P 14.0 ft J Span Between Two Supports Critical ] Tributary Area b t 84.ft2 —� Cq = 1:2. wWL= C pWL b'= 133.4 1 ft. W P RWL= WL2 = 0.93 kips < 1.33 VA = 3.0 kips . Stress Increase Due To Wind Load 1 1. Desir.. '. Referent_ Descri ) z�- Page Number : 8 w e2 MWL= WL8 = X9.2 kip -in. < 1.33 MA = 73.6 kip -in Stress Increase Due To Wind Load 5. CHECK ENDWALL COLUMNS 5.1. Check Corner Columns Use: ( 8 x 2-1/2 x 16 GA Or Equal ( 14 GA is OK ) ( ASTM A570 ) . E = 29,500 ksi [ Modulus Of Elasticity Of .Steel ] Fy = 55.0 ksi [ Minimum Yield Stress ] Ft = 0.6 F = 33.0.ksi [ Allowable Stress For Tension ] Y Find Allowable:Compression Strength : Calculation was done by using : COMMENTARY ON -THE SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS AUGUST 19, 1986 EDITION WITH DECEMBER 11, 1989 ADDENDUM AMERICAN IRON AND STEEL INSTITUTE 1133 15th STREET, NW WASHINGTON, DC 20005-2701 Adopted By UBC 1997,. Refer To Section 2217 And 2218 . For Notation Refer To The Above Mentioned Specification Fn' [ Nominal Buckling Stress ] Pa ( Allowable Concentrated Load For Compress.] AEFF ( Effective Area At The Stress Fn } 0 = 1.92 [ Safety Factor ] Kx = 1.0 Ky = 1.0 tx = 7.3 ft [ Unsupported Length Of The Column In X Direction ] - -- -2y— 7:3 ft [ Unsupported Length Of The Column In Y Direction ] Kxtx = 7.3 ft Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Mill'iken,#A.ONTARIO,Ca91761 ".E. PHONE (909) 974-4150 Date 7-11-2004 .Decan And Oro Products <Helder> :!D'x 60' x 16' w e2 MWL= WL8 = X9.2 kip -in. < 1.33 MA = 73.6 kip -in Stress Increase Due To Wind Load 5. CHECK ENDWALL COLUMNS 5.1. Check Corner Columns Use: ( 8 x 2-1/2 x 16 GA Or Equal ( 14 GA is OK ) ( ASTM A570 ) . E = 29,500 ksi [ Modulus Of Elasticity Of .Steel ] Fy = 55.0 ksi [ Minimum Yield Stress ] Ft = 0.6 F = 33.0.ksi [ Allowable Stress For Tension ] Y Find Allowable:Compression Strength : Calculation was done by using : COMMENTARY ON -THE SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS AUGUST 19, 1986 EDITION WITH DECEMBER 11, 1989 ADDENDUM AMERICAN IRON AND STEEL INSTITUTE 1133 15th STREET, NW WASHINGTON, DC 20005-2701 Adopted By UBC 1997,. Refer To Section 2217 And 2218 . For Notation Refer To The Above Mentioned Specification Fn' [ Nominal Buckling Stress ] Pa ( Allowable Concentrated Load For Compress.] AEFF ( Effective Area At The Stress Fn } 0 = 1.92 [ Safety Factor ] Kx = 1.0 Ky = 1.0 tx = 7.3 ft [ Unsupported Length Of The Column In X Direction ] - -- -2y— 7:3 ft [ Unsupported Length Of The Column In Y Direction ] Kxtx = 7.3 ft Page Number 9 Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Milliken,#A.ONTARIO,Ca91761 P.E. PHONE (909) 974-4150 Date 7-11-2004 Rete: ."Ail Decan And Oro Products <Helder> 40' x 60' x 16' Kyty = 7.3 ft Ktet = 7.3 f t t = 0.060 in [ Min. Thickness Of The Material ) A = 0.85 int. Ix = 8.09 in Iy = 0.70 in x = -1.76 in 0 Ix Ty rx = A = 3.09 in. r _ A = 0.91 in. Y r= r2 + r2 + x2 3.67 in o x y 0 2 Fel = �K E z = 31.1 ksi ( y y) r 2 SEX �Kxtx 2 = 359.6 ksi ; rx 2 (rt = 1 [Gj +n ECw 31:0 ksi Aro ( Ktet)2 Fee - 1 [ �EX + °,t - ( ° Ex + o t) 2 - 4 /3 SEX t J = 30.4 ksi 2 f3 J If Fe.>2y then Fn = Fy'f 1 - .4yFe ].Else Fn = Fe Fn 27.5 ksi Check Each Element If A = 1.052 t > 0.673 then.section is not fully effective ! VT k 1 - 0.22 Then Use AEFF A I w- w A I Else AEFF - A L A J 2 __A EFF 0.6 in Page Number 10 L.` .. By: Z.J.S.ENGINEERING SERVICES INC: Job.# 18045-04 II 350 S.Milliken,#A.ONTARIO,Ca91761 1r:_:: B o r o s P.E. PHONE (909) 974-4150 Date 7-11-2004 IP,�f._-�:r;ce: Phil Decan And Oro Products <Helder> Description: 40'-x 60' x 16' b Tributary Area sR 2 0 b lb sti 2 = 90 , f t2 —� PLL 20 a ft. Compression s + Sb + ) = 1.03 kip < Pa = 8.37 Kip See Above PDL+LL - ( pDL pLL L 2 R 2 5.1.2. For Dead' Load +. Wind Load Tension Cq = 0.7 Refer To Table No. 16-H Of UBC 1997 s + s b _ L R. 0.45 kip PT ( Cq pWL pDL ) 2 2 P T A =.0.00 < 1.33 OK Ft 5.2. Check Interior Columns At End Wall Use: f 8 x 2-1/2 x 12 GA Or Equal ASTM A570 E = 29,500 ksi [- Modulus Of Elasticity -Of Steel ] Fy = 55.0 ksi [ Minimum Yield Stress ] Ft = 0.6 Fy = 33.0 ksi [ Allowable Stress For Tension ] MA 112.6 kip -in [ Allowable Moment For Bending -See APPENDIX l VA = 12.3 kips [ Allowable Shear -See APPENDIX ) Pn Pn = AEFF Fn = 16.08 kips Pa = = 8.37 kips b = 15.00 ft [ Bay Spacing Of -The Building At End ] SL = 12.00 ft [ Next Column To The Left ] SR. = 0.0 ft [ Next Column To The Right l 5.1.1. For Dead Load + Live Load b Tributary Area sR 2 0 b lb sti 2 = 90 , f t2 —� PLL 20 a ft. Compression s + Sb + ) = 1.03 kip < Pa = 8.37 Kip See Above PDL+LL - ( pDL pLL L 2 R 2 5.1.2. For Dead' Load +. Wind Load Tension Cq = 0.7 Refer To Table No. 16-H Of UBC 1997 s + s b _ L R. 0.45 kip PT ( Cq pWL pDL ) 2 2 P T A =.0.00 < 1.33 OK Ft 5.2. Check Interior Columns At End Wall Use: f 8 x 2-1/2 x 12 GA Or Equal ASTM A570 E = 29,500 ksi [- Modulus Of Elasticity -Of Steel ] Fy = 55.0 ksi [ Minimum Yield Stress ] Ft = 0.6 Fy = 33.0 ksi [ Allowable Stress For Tension ] MA 112.6 kip -in [ Allowable Moment For Bending -See APPENDIX l VA = 12.3 kips [ Allowable Shear -See APPENDIX ) Page Number : 11 FDesigned By: COMMENTARY ON THE Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 MEMBERS 350 S.Milliken,#A.ONTARIO,Ca91761 WITH DECEMBER 11,•1989 ADDENDUM Janos Boros P. E. PHONE (909) 974-41.50 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description: 40' x 60' x 16' Find Allowable Compression Strength : Calculation was done by using COMMENTARY ON THE SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS AUGUST 19, 1986 EDITION WITH DECEMBER 11,•1989 ADDENDUM AMERICAN IRON.AND STEEL INSTITUTE 1133 15th STREET, NW WASHINGTON, DC 20005-2701 Adopted By UBC 1997,'Refer To Section 2217 And 2.218 . For Notation Refer To The Above Mentioned Specification Fn [ Nominal Buckling Stress ] Pa [ Allowable Concentrated Load For Compress.] AEFF [ Effective Area At The Stress Fn ] SZ = 1.92 ('Safety Factor ] Kx = 1.0 / Ky = 1.0 fx = 17.2 ft' [ Unsupported Length Of The Column In X Direction ] ty = 7.3 ft ( Unsupported Length Of The Column In Y Direction J Kxfx = 17.2 ft Kyty = 7.3 ft Kttt = 7.3 ft t = 0.105 in [ Min. Thickness Of The Material ] A = 1.47 int Ix = 13.87 -in 4 Iy = 1.19 in .x = -1.74 in 0 rx Ix =V, 3.07 F ' � in. r =y VA = 0.90 in. To = rx + ry + xo 3.64 in Page Number : 12 Designees Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Milliken,#A.ONTARIO,Ca91761' Janos Bcr,.; PHONE (909) 974-4150 Date 7-11-2004 Reference: :c:ctia And Oro Products <Helder> Description: 60' x 16' ' 2 - Fel = RKy tv 2 - = 30. Al ksi rY _ 2 a, �KXEX 2 - 64.7 ksi ( t) rX 2 T= 12 �GJ + n E CZ l - 32.8 ksi A ro L ( Kt ) J Fee = 2 1 r TEX + o_t - ( :orEX + . art ) 2 - 4 (3 a-EXo- t . = 28.0 ksi � L If Fe > 2y then Fn = Fy L 1 - 4y yFe , Else Fn = Fe Fn = 27.5 ksi Check Each Element If A = 1.052 t ✓ > 0.673 then section is not fully effective ! 1 - 0.22 Then Use AEFF A- r W- w a I Else AEFF A A EFF 1.2 int Pn -Pn AEFF Fn-= 33.83 kips Pa 17.62 kips b 15.00 ft [ Bay Spacing Of The Building At End ] SL = 14.00 -ft [ Next Column To The Left SR = 12.00 .ft ( Next Column To The Right ] E = 17.17 ft [ Span Between Two Support For Wind Load ] 5.2.1. For Dead Load + Live Load b Tributary Area :'s 2 _ 105 ft —� pLL = 20 lb 2 ft b sR 2 = 90.f t2 —� pL� = 20 lb ft Page Number 13 Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Milliken,#A.ONTARIO,Ca91761• Janos r<<:: =.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Decan And Oro Products <Helder> Descriptio:?: Ci' ;: 60' x 16' Compression s + s b PDL+LL ( pDL'� PLL ) L 2 R 2 = 2.24 kips < Pa = 17.62 kips 5.2.2. For Dead Load + Wind Load „ Tension Cq = 0.7 Refer To Table No. 167H Of UBC 1997 s + s b PT = ( Cq PWL - pDL.) L 2 R 2 = 0.97 kips. Bending And Shear s + s, Tributary Area L 2 R P = 223.2 ft2 Cq = 1.2 - 0.3 = 0.9 Refer To Foot Note #2 Of Table No. 16-H Of UBC 1997 wwL= Cq pwL SL 2 S = 216.8 lb ft RwL WWL Q = 2 1.86 kips < 1.33 VA 16.,40 kips Stress Increase Due To Wind Load w E 2 MWL= WL8 95.8 kip -in. T AMWL Combined Stress = + = 0.9 < 1.33 OK Ft MA Page Number : 14 G.:..'.•:: .... -: Z.J.S. ENGINEERING SERVICES .INC. Job # 18045-04 350 S.Milliken,#A.ONTARIO,Ca91761 E. PHONE (909) 974-4150 Date 7-11-2004 LD�e 1 Decan And Oro Products <Helder> cr i n :... _ x 60' x 16' 6. CHECK ELL RAFTERS w - Uniform Load R - End Beam Reaction M - Bending Moment w R T T R Use: ( 8" x 3-112" x 14 GA. As Endwall Rafter ( ASTM : A570, 55 ksi ) Find Allowable Bending Moment According To Specification For The Design Of Cold -Formed Steel Structural Members August 19, 1986 Edition With December 11, 1989 Addendum MA = 84.5 kip -in [ Allowable Moment For Bending -See APPENDIX ] VA = 4.60 kips ('Allowable Shear -See APPENDIX ] E = 14.0 ft [ Span Between Two Supports ] i b 15.0 ft ( Bay Spacing Of The Building At End ] 6.1.1. For Dead Load + Live Load b lb Tributary Area e 2 = 105.ft2 =j pLL - 20• ft. b Lb wDL+LL ( PDL+ pLL ( 2 ) = 173. _) Ft .w R = DL+LL = 1.21 kips < VA DL+LL 2 w L 2 _ DL+LL MDL+LL = 51. 'kip -in. < MA 8 D6Si2,1E,d By: Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Beros P.E. PHONE (909) 974-4150 Date 7-11-2004 ReferOnce: Phil Dec_;.- And Oro Products <Heider> Description: 40' x.60` x 16' 6.1.2. For Dead Load + Wind Load Cq = 0.7 Refer To Table No. 16-H Of UBC 1997 b w C p p 2 75 Lb DL+WL q WL DL Ft RDL+WL, DL+WL- 2 0.52 kips <.1.33 VA = 6.11 kips z Stress Increase Due To Wind Load 2 w m DL+WL DL+W8L - 21.9 kip -in. < 1.33 MA = 104 kip -in Z Stress Increase Due To Wind Load ri _ 1 ' x Page Number 16 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Mi11iken,#A:ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decan And Oro Products .<Helder> Description: 40' x-60' x 16' 7. CHECK RIGID FRAME SYSTEM j9 36b+ 3T37 3939 ua¢ A 41 uzaa, 43 Page Number 17 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P. E. PHONE (909) 974-4150 t Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description: 40' x 60' x 16' REACTIONS AT COLUMN BASE Dead Load + Live Load Dead Load + Wind Load Not To S 1.38 —i 4.50 Not To Scale -1.38 -4.45 -1.60 4.50 -5.09 72.01 Page Number : 18 Design;:,-., Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Be --os P. E. PHONE (909) 974-4150 Date 7-11-2004 Reference: F':.il Decan And Oro Products <Helder.> Descriptfon: 40' x 60' x 16' M I C R 0 S A F E--- STRUCTURAL ANALYSIS BY FINITE ELEMENTS Version: SAFE2STA (2-D) Rel. 4.0 12/17/1980 10:02:10 Input data file 13284.INP Output data.file WORK.OUT SIZE OF THE STRUCTURE Number of nodes 43 Number of materials. 1 Number of beams 42 Number of beam end releases 0 Number of plates 0 Number of fasteners 0 Number of primary loadcases 3 Number of superposition loadcases 2 Number of restrained degrees of freedom.: 4 NODE COORDINATES Node Coordinate X Coordinate Y 1 0.00000 0.00000 2 0.00000 19.20000 3 0.00000 38.40000 4 0.00000 57.60000 5 0.00000 76.80000 6 0.00000 96.00000 . 7 0.00000 115.20000 . 8 0.00000 134.40000 9 0.00000 153.60000 10 0.00000 172.80000 11 0.00000 202.00000 12 13.70000 203.50000 13 36.33000 204.27000 14 58.96000 205.04000 15 81.59000 205.81000 16 104.22000 206.58000 17 126.85000 207.35000 - 18 149.48000 208.12000 19 172.11000 208.89000 20 194.74000 209.66000 21 217.37000 210.43000 22 240.00000 211.20000 --! 23 262.63000 210..43000 Page Number 19 Desig:-.t 6y: Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date- 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description:.40' x 60' x 16' 24 285.26000 209.66000 25 307.89000 208.89000 26 .330.52000 208.12000 27 353.15000 207.35000 28 375.78000 206.58000 29 398.41000 205.81000 30 421.04000 205.04000 31 443.67000 204.27000 32 466.30000 203.500.00 33 480.00000 202.00000 34 480.00000 172.80000 35 480.00000 153.60000 36 480.00000 134.40000 37 480.00000 115.20000 38 480.00000 96.00000 39 480.00000 76.80000 40 480.00000 57.60000 41 480.00000 38.40000 42 480.00000 19.20000 _ 43 480.00000 0.00000 MATERIAL PROPERTIES Code Young's modulus Poisson's ratio Specific weight 1 29000000.. 0.300000 0.000 BEAM DATA Beam I J Length Area M. Inertia Material 1 1 2 1'9.200 4.4000 95.00000 ]( 12 x 12 2 2 3 19.200 4.4000 95.00000 ][ 12 x 12 3 3 4 19.200 4.4000 95.00000 ]( 12 x 12 4 4 5 19.200 4.4000 95.00000 ](.12 x,12 5 5 6 19.200 4.4000 95.00000. ][ 12 x 12 6 6 7 19.200 .4.4000 95.00000. ][ 12 x 12 7 7 8 19.200 4.4000 95.00000 ][ 12 x 12 8 8 9 19.200 4.4000 95.00000 ][ 12 x 12 9 9. 10 19.200 4.4000 95.00000 ]( 12 x 12 10 10 11 29..200 4.4000 95.00000. ][ 12 x 12 11 11 12 13.782 4.4000 95.00000 ]( 12 x 12 12 12 13 22.643 4.4000 95.00000 ][ '12 x 12 13 13 14 22.643. 4.4000 95.00000 ]( 12 x 12 14 14 15 22.643 4.4000 95.00000 ][ 12 x f2F----- -15 15 15 16 22.643, 4.4000 95.00000 ]['12 x 12 Page Number : 20 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 22.643 350 S.Milliken,#A.ONTARIO,Ca91761 95.00000 ][ Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description: 40' x 60' x 16' 16 16 17 22.643 4.4000 95.00000 ][ 12 x 12 17 17 18 22.643 4.4000 95.00000 ][ 12 x 12 18 18 19 22.643 4.4000 .95.00000 )[ 12 x 12 19 19 20 22.643 4.4000 95.00000 ][.12 x 12 20 20 21 22.643. 4:4000 95.00000 1[,12 x 12 21 21 22 22.643 4.4000 95.00000 H 12 x 12 22 22 23 22.643 4.4000 95.00000 H 12 x 12 .23 23 24 22.643 4.4000 95.00000 ][ 12 x_12 24 24 25 22.643 4.4000 95.00000 ][ 12 x 12 25 25 26 22.643 4.4000 95.00000 H 12 x 12 26 26. 27. 22.643 4.4000 95.00000 H 12 x 12 27 27 28 22.643 4.4000 95.00000 N 12 x 12 28 28 29 22.643 4.4000. .95.00000 H 12 x 12 29 29 .30 22.643 4.4000 95.00000 H 12 x 12 30 30 31 22.643 4.4000 95.00000 ]( 12 x 12 31 31 32 22.643 4.4000 95.00000 H 12 x 12 32 32 33 13.782 4.4000 95.00000 H 12 x 12 33 33 34 29.200 4.4000 95.00000 N 12 x 12 34 34 35 19.200 4.4000 95.00000 It 12 x 12 35 35 36 19.200 4.4000 95.00000 H 12 x 12 36 36 37 19.200 .4.4000 95.00000 H 12 x 12 37 37 38 19.200 4.4000 95.00000 H 12 x 12 38 38 39 19.200 4.4000 95.00000 H 12 x 12 39 39 '40 19.200 474000 95.00000 H 12 x 12 40 40 41 19.200 4.4000 95.00000 H 12 x 12 41 41 42 19.200 4.4000 95.00000 H 12 x 12 42 42 43 19.200 4.4000 95.00000 .][ 12 x 12 PRIMARY LOADCASES Loadcase name DEAD LOAD Loadcase number 1 Number of loaded nodes 0 Number of loaded beams- 22 Number of loaded plates 0 Gravity -loads factor 0.00000 BEAM LOADS Beam Loading direction 11 Global Y axis 12 Global Y axis 13 Global Y axis 14 Global Y axis 15 Global Y axis 16 Global Y axis 17 Global Y axis 18 Global Y axis End Distributed.Loads -3.75000 -3.75000 -3.75000 -3.75000 -3.75000 -3.75000 -3.75000 -3.75000 -3.75000 -3.75000 -3:75000 -3.75000 -3.75000 -3.75000 3.75000 -3.75000 0 Page Number : 21 19 Global Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S..Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 18045704 Date 7=11-2004 z:ilerence: Phil Decan And Oro Products <Helder> Description: 40' x 60' x 16' 20 Global 19 Global Y axis -3.75000 -3.75000 20 Global Y axis -3.75000 -3.75000 21 Global Y axis -3.75000 -3.75000 22 Global Y axis -3.75000 -3.75000 23 Global Y axis -3.75000 -3:75000 24 Global Y axis -3.75000 -3.75000 25 Global Y axis -3.75000 -3.75000 26 Global Y axis -3.75000 -3.75000 27 Global Y axis -3.75000 -3.75000 28 Global Y axis -3.75000 -3.75000 29 Global Y axis =3.75000 -3.75000 30 Global Y axis -3:75000 -3.75000 31 Global Y axis -3.75000 -3.75000 32 Global Y axis -3.75000 -3.75000 Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction 11 Global Y axis 12 Global Y axis 13 Global Y axis 14 Global Y axis 15 Global Y axis 16 Global Y axis 17 Global Y axis 18 Global Y axis 19 Global Y axis 20 Global Y axis 21 Global Y axis 22 Global Y axis 23 Global Y axis 24 Global Y axis 25 Global Y axis 26 Global Y axis 27 Global Y axis 28 Global Y axis 29 Global Y axis 30 Global Y axis 31 Global Y axis 32 Global Y axis LIVE LOAD 2_ 0 22 0 0.00000. End Distributed Loads -15.00000 -15.00000- 15.00000.-15.00000 - 15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 715.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00000 -15.00_000 -15.00000_ T -15.00000 -15.00000 -15.00000 Page Number : 22 i '• Loadcase name WIND LOAD Designed By: 2.J.S.ENGINEERING-SERVICES INC. Job # 18045704 350 S.Milliken,#A.ONTARIO,Ca91761 of loaded nodes Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 "i Reference: Phil Decan And Oro Products <Helder> IIt L Description: 40' x 60' x 16' L - i '• Loadcase name WIND LOAD Loadcase number 3 Number of loaded nodes 0 Number of loaded beams 42 Number of loaded plates 0 Gravity loads -factor 0.00000 BEAM LOADS Beam Loading direction- End Distributed Loads 1 Global X axis 18.5.3000 18.53000 2 Global X axis 18.53000 18.53000 3 Global X axis 18.53000 18.53000 4 Global X axis 18.53000 18.53000 5 Global X axis 18.53000 18.53000 6 Global X axis 18.53000 18.53000 7 Global X axis 18.53000 18.53000 8 Global X axis 18.53000 18.53000 9 Global X axis 18.53000 18.53000 10 Global X axis 18.53000 18.53000 11 Local Y axis 20.85009% 20.85000 12 Local Y axis 20.85000 20.85000 13 Local Y axis." 20.85000 20.85000 14 Local Y axis 20.85000 20.85000 15 Local Y axis 20.85000 20.85000 16 Local Y axis 20.85000 20.85000 17 Local Y axis 20.85000 20.85000 18 Local Y axis 20.85000 20.85000 19 Local Y axis 20.85000 20.85000 ' 20 Local Y axis 20.85000 20.85000 21 Local Y axis 20.85000 20.85000 22- Local Y axis 16.22000 16.22000 23 Local Y axis 16.22000 16.22000 24 Local Y axis 16.22000 16.22000 25 Local Y axis 16.22000 16.22000 ` 26 Local Y axis 16.22000 16.22000 27 Local Y axis 16.22000 16.22000 28 Local Y axis 16.22000 16.22000, 29 Local Y axis 16.22000 16.22000 „ 30 Local Y axis 16.22000 16.22000 31 Local Y axis 16.22000 16.22000 32 Local Y axis 16.22000 16.22000 33 Global X axis 11.58000 11.58000 34 Global X axis 11.58000 11.58000 35 Global X axis. 11.58000 11 58000 36 Global X axis 11.58000 11.58000 Page Number 23 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 11.58000 350 S.Milliken,#A.ONTARIO,Ca91761 Global X axis Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description: 40' x 60' x 16' 37 Global X axis 11.58000 11.58000 38 Global X axis 11.58000. 11.58000 39 Global X axis 11.58000 11.58000- 40 Global X axis 11.58000 11.58000 41 Global X axis 11.58000 11.58000 42 Global X axis 11.58000 11.58000 SUPERPOSITION LOADCASES Loadcase name DEAD'LOAD + LIVE LOAD Loadcase number 4 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 2 1.00 Loadcase name DEAD LOAD + WIND LOAD Loadcase number 5 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 3 1.00 MOVEMENT RESTRAINTS Node Type of restraint Restraint 1 Translation along X,axis 0.00000 1 Translation along Y axi.s 0.00000 43 Translation along X axis 0.00000 43 Translation along Y axis 0.00000 ------------------- RESULTS FOR LOADCASE 4 DEAD LOAD .+ LIVE'LOAD BEAM LOADS AND STRESSES ------------------------ PX1 Or PX2 Axial Load At The Ends Of The Member SX1 Or SX2 Axial Stress At The Ends Of The Member, + : _Tension - Compression SH1 Or SH2 Shear At The Ends _ Of .The Member BM1 Or BM2 Bending Moment At The Ends Of The Member Page Number : 24 Designed By: 2. J.S.ENGINEERING SERVICES INC. Job # 18045-04 PX1 350 S.Mil1iken,#A.ONTARIO,Ca91761 PX2 Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description: 40' x 60' x 16' Beam I J PX1 SX1 PX2 SX2 1- 1 2 -4504. -1024. -4504. -1024. 2 2 3 -4504. -1024. -4504. -1024. 3 3 4 -4504. -1024. -4504. -1.024. 4 4 5 -4504. -1024. -4504: -1024.' 5 5 6 -4504. -1024. -4504. -1024. 6 6 7 -4504. -1024.. -4504. 7 7- 8 -4504. -1024. -4504. -1024. 8 8 9 -4504. -1024. -4504. -1024. 9 9 10 -4504. -1024. -4504." -1024. 10 10 11 -4504. -1024. -4504. -1024. 11 11 12 -1861. -423. -1833_ -417. 12 12 .13 -1523. -346. -1508. -343. 13 13 14 -1508. -343. -1494. -339. 14 14 15 -1494. -339. -1479. -336. 15 15 16 -1479. -336. -1465. -333. 16 16 17 -1465. -333. -1450. -330. 17 17 18 -1450. -330. -1436. -326. 18 18 19 .-1436. -326. -1422. -323. 19 19. 20 -1422. 7323. -1407. -320. 20 20 21 -1407. -320. .-1393. -317. 21 21 22 -1393. -317. -1378. -313. 22 22 23 -1378. -313. --1393. -317. 23 23 24 -1393. -317. -1407. -320. 24 24 25 -1407. -320. -1422. -323: 25 25 26 7.1422. -323. -1436. -326. 26 26 27 -1436. -326. -1450. -330. 27 27 28 -1450. -330. -1465. -333. 28 28 29 -1465. -333. -1479. -336. 29 29 30 -1479. -336. -1494. -339. 30 30 31 -1494. -339. -1508. -343. 31 31 32 -1508. -343. -1523. -346. 32 32 33 71833. -417. -1861. -423. 33 33 34 -4504. -1024. -4504. -1024- 34 34 35 -4504. -1024. -4504. -1024. 35 35 36 -4504. -1024. -4504. -1024. 36 .36 37 -4504. -1024. -4504. -1024. 37 37 38 -4504. -1024. -4504. -1024. 38 38 39 -4504. -1024. -4504. -1.024. .39 39 40 -4504. -1024. -4504. -1024: 40 40 41 -4504. -1024. -4504. -1024. 41 41 42 "-4504. -1024. -4504. -1024. 42 42 43 -4504. -1024. -4504. -1024. Page Number : 25 Beam I J SH1 By: J ...:. Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 `.::gyros P.E. De; _ Date 7-11-2004 ., : Phil Decan And Oro Products <Helder> 2 2 :on: 40' x 60' x 16' Beam I J SH1 SH2 350 S.Milliken,#A.ONTARIO,Ca91761 BM2 1 `.::gyros P.E. PHONE (909) 974-4150 Date 7-11-2004 ., : Phil Decan And Oro Products <Helder> 2 2 :on: 40' x 60' x 16' 1379. 1379. Beam I J SH1 SH2 BM1 BM2 1 1 2 1379. -1379." 0. -26478. 2 2 3 1379. 1379. -26478. -52956. 3 3 4 1379. 1379. -52956. -79433. 4 4 5 1379. 1379. -79433. -105911. 5 5 6 1379. 1379. -105911. -132389. 6 6 7 1379. 1379. -132389. -158867. .7 7 8 1379. 1379. -158867. -185345. 8 8 9 1379. 1379. -185345. -211822. . 9 -9 10 1379. 1379. -211822. -238300. 10 10 11 1379. 1379. -238300. -278569. 11 11 12 -4327. -4070. - 278569. -220703. 12 12 13 -4196. -3772. -220703. -130491. 13 13 14 -3772. -3348. -130491. -49887. 14 14 15 -3348. -2923. 749887. 21109. 15 15 16 -2923.. -2499. 21109. 82498. 16 16 17 -2499. -2075. 82498. -134279. 17 17 18 -2075. -1650. 134279. 176452. 18 18 19 -1650. -1226. 176452.. 209017. 19 19 20 -1226." 7802. 209017. 231974. 20 20 21 -802. -377. 231974. 245324. 21 21 22 -377. 47. 245324. 249066. 22 22 23 -47. X377. 249066. 245324. 23 23 24 377. 802. 245324. 231974. 24 24 25 802.. 1226. 231974.' 209017. 25 25 26 1226. 1650. 209017. 176452. 26 26 27 1650. 2075. 176452. 134279. 27 27 28. 2075. 2499. 134279. 82498. 28 28 29 2499. 2923. 82498. 21109. 29 29 30 2923. - 3348. 21109... -49887. 30 30 31 3348. 3772. -49887. -130491. 31 31 32 3772. 4196. -130491. -220703. 32 32 33 4070. 4327. -220703. .-278569: 33 33 34 -1379. -1379.- -278569. -238300. 34 34. 35 -1379. -1379.- -238300.. -211822. 35 35 36 -1379. -1379. '-211822. -185345. 36 36 37 -1379. -1379. -185345. -158867. 37. 37 38 -1379. -1379. -158867. -132389. 38 38 39 -1379. -1379. -132389. -105911. 39 39 40. -1379: -1379. -105911. -79433. 40 40 41 -1379. -1379. -79433. -52956. 41 41 42 -1379. -1379. -52956. -26478. 42 42 43 -1379. -1379. _26478. 0. Type ,of beam : ] [ 12 x 12. Maximum Stress - Compression [ fa ] -1024. At Beam 1 Maximum Bending Moment [ M ] -278569. At Beam 11 Page Number : 26 d By: Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 II 350 S.Milliken,#A.ONTARIO,Ca91761 Boros P.E. PHONE (909.) 974-4150 Date 7-11-2004 IIS Phil Decan And Oro Products <Helder> !i :ion: 40' x 60' x 16' NODE .U-ITERNAL FORCES AND REACTIONS Node FX FY ., MZ 1 1379. Reaction 4504. Reaction 0• 43 -1379. Reaction 4504. Reaction. 0. RESULTS FOR LOADCASE 5 DEAD LOAD + WIND LOAD BEAM LOADS AND STRESSES PX1 Or PX2 Axial Load At The Ends Of The.Member SX1 Or SX2 Axial Stress At The Ends Of The Member + Tension - Compression SH1 Or SH2 Shear At The Ends Of The Member BM1 Or BM2 Bending'Moment At The Ends Of The Member Beam I J PX1 SX1 PX2 SX2 1 1 2 5087. 1156. 5087. 1156. 2 2 3 5087. 1156. 5087. 1156. 3 3 4 5087. 1156. 5087.' 1156. 4 4. 5 5087. 1156., 5087. .1156. 5 5 6 5087. 1156. 5087. -1156. 6 6 7 5087. 1156. 5087. 1156. 77 8 5087.. 1156.. 5087. 1156. 8 8 9 5087. 1156.' 5087. 1156. 9 9 10 5087. 1156.. .5087. 1156. 10 10 11 5087. 1156. 5087. 1156. 11 11 12 1251. 284. 1257. 286. 12 12' 13 898. 204., 900. 205. 13 13.. 14 900. •205. 903.- 205. 14 14 15 903. 205. 906. 206. 15 15 16 906. 206. 909., 207. 16 16 17 909. 207. 912.. 207.- 17 17 18 912. 207. 915. 208. 18 18 19 915. 208. 918.1 209. 19 19 20 918. 209. 921. 209. 20 20 21 921. 209. 924.. 210. 21 21 .22 924. 210. 926. 211. _ ..-. __..___-_22_._-22 -23_ 860. .195. 857. 195. 23 23 24 857. 195. 854. 194. 24 24 25 854. 194. 851. 193. Page Number : 27 Designed By: Z..J.S.ENGINEERING SERVICES INC. Job # 18045-04 193. 350 S.Milliken,#A.ONTARIO,Ca91761 26 Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description: 40' x 60' x 16' 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 .40 41 42 Beam 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 .23 24 25 26 27 28 25 26 851. 193. 848. 26 27 848. 193.. 845. 27. 28 845. 192. 842. 28 29 842. 191. 839. 29 30 839. 191. 836. 30 31 836. 190. 834. 31 32 834. 189. 831. 32 33 964. 219. 958. 33 34 2008. 456. 2008. 34 35 2008. 456. 2008. 35 36 2008. 456., 2008. 36 37 2008. 456. 2008. 37 38 2008. 456. 2008. 38 39 2008. 456. 2008. 39 40 2008. 456. 2008. 40 41 2008. 456. 2008. 41 42 2008. 456. 2008. 42 43 2008. 456. 2008. I J SH1 -SH2 BM1 1 2 -4445. -4089. 0. 2 3 '-4089. =3733. 81924. 3 4 -3733. -3377. 157016. 4 5 -3377. -3022. 225278. 5 6 -3022. -2666. 286709..- 6 7 -2666. -2310. 341309. 7 8 -2310. -1954. 389078. 8 9 -1954. -1599. 430016. 9 10 -1599. -1243. 464123: 10 11 -1243. -702. 491400. 11 12. 4980. 4744. 519788. 12 13 4825. 4438. 452777. 13 14 4438. 4051.. 347904. 14 15 4051. 3663. 251800. 15 16 3663. 3276. 164464. 16 17 3276. 2889. 85897. 17 18 2889. 2502. 16098. 18 19 2502. 2114-. -44932. 19 20 2114. 1727. -97194. 20 21 1727. 1340. -140688. 21 22 1340. 953.' --175413. 22 23 1013. 731. 7201369. 23 24 731. 449. -221121. 24 25 449. 166. --234477. 25 26 166. -116. .-241439. 26 27 -116. -399. -242006. 27 28 -399. -681. -236179. 28 29 -681. -963. -223957. 193. .192. '191. 191. 190. 189. 189. 218. 456. 456. 456. 456. 456. 456. 456. 456. 456 ., 456. BM2 81924. 157016: 225278. 286709. 341309. 389078. 430016. 464123. 491400. 519788. 452777. 347904. 251800. 164464. 85897. 16098. -44932. -97194. -140688. -175413. -201369. -221121. -234477. -241439. -242006. -236179. -223957. -205340. Page Number 28 Designed B-,�: 29 Z.J.S. ENGINEERING SERVICES INC. Job # 18045-04 -1246. -205340. 350 S.Milliken,#A.ONTARIO,Ca91761 30 Janos Boros P.E. 31 PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil .Decan And Oro Products <Helder> Description: 0' x 60' x 16' 32 -1528. 29 29 30 -963. -1246. -205340. -180329. 30 30 31 -1246. -1528.'. -180329. -148923. 31 31 32 -1528. -1811. -148923. -111123. 32 32 33 -1743. -1915. -111123. -85912. 33 33 34 744. 406. -85912. -102708. 34 34 35 406. 184. -102708. -108371. 35 35 36 184. -39. -108371. -109766. 36 36 37 -39.' -261. -109766. -106891. 37 37 38 -261. -483. -106891. -99748. 38 38 39 -483. -706. -99748. -88336. 39 39 40 -706. -928. -88336. _72656. 40 40 41 -928. -1150. -72656. -52706. 41 41 42 -1150: -1373. -52706... -28487. 42 42 43 -1373. -1595. -28487. 0. Type of beam :][ 12 x 12 Maximum Stress - Tension [ ft ] 1156. At Beam 1 Maximum Bending Moment [ M ] 519788. At Beam-: - 11 NODE INTERNAL FORCES AND REACTIONS Node FX FY MZ 1 -4445. Reaction -5087. Reaction 0. 43 -1595. Reaction -2008..Reaction 0. Find Maximum Stress/Moment For Each Member Types: Type Of Member ][ 12 x,12 Load Case Name DEAD LOAD + LIVE LOAD Maximum Stress - Tension [ ft ] :0.000 Maximum Stress - Compression [ fa ] :-1024.000 Maximum Bending Moment [ M ] :278569.000 Load Case Name : DEAD LOAD+ WIND LOAD Maximum Stress - Tension [ ft ] :1156.000 Maximum Stress - Compression [ fa ] :0.000 . Maximum Bending Moment [ M ] :519788.000 Page Number 29 Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Milliken,#A.ONTARIO,Ca91761 Janos L : r.:= :'..E. PHONE (909) 974-4150 Date 7-11-2004 Referent;::: ;'::._ Decan And Oro Products <Helder> Descript.ioii: x 60' x 16' H. CHECK CONIN C"IrIONS 8.1. Purlin to .Rafter Use : (2) 1/2" Diameter Bolt or Equal ( A307 Machine Bolt ) V = ALLOW 1.96 kips [ Allowable Shear - See Appendix ] V = ALLOW 1.33 V ALLOW. = 2.61 kips [ Allowable Shear For Wind Load ] WIND R [ Max. Reaction Force At The End Of Purlin b = 4.75ft [ Spacing Of The Purlin ] t = 15.0 ft - - ; I Span Between Two Supports 8.1.1. For Dead Load + Live Load wDL+LL ( pDL+ pLL ) b' = 109. 1 b . ft. w t _ L _ RDL+LL DL+LL = 0.80 .kips < 2 VALLOW _ 3.92 kips 8.1.2. Dead Load + Wind Load 11 Cq = 1.30 Refer To Table No. 16-H Of UBC 1997 WDL+WL= ( C pWL- pDL) b = 102.56 lb ft w 2 DL+WL _ RDL+WL- 2 = 0.77 kips <,2 VALLDW 5.22 kips WIND 8.2. Rafter to Column Use (2) 1/2" Diameter Bolt or Equal ( A307 Machine Bolt ) V ALLOW = 1.96 kips [ Allowable Shear - See Appendix ] VALLOW = 1.33 VALLOW 2.61 kips [ Allowable Shear For Wind Load ] WIND - R [ Max. Reaction Force At The End Of'Purlin ] RDL+LL 1.21 kips <.2 VALLOW - 3.92 kips - See 6.1. For Reactions ' - RDL+wL= 0.52 kips < 2 VALLOW 5.22 kips - See 6.2. For Reactions WIND Page Number 30 8.3. Girt,'Fo Column Z;J.S.ENGINEERING SERVICES INC. Job # 18045-04 Use 350 S.Milliken,#A.ONTARIO,Ca91761 Bolt or Equal C A301 Machine E. PHONE (909) 974-4150 Date 7-11-2004 Decan And Oro Products <Helder> 0' . x 60' x 16'. 8.3. Girt,'Fo Column Use (2) 112" Diameter Bolt or Equal C A301 Machine Bolt V = 1.96 kips Allowable Shear - See Appendix ALLOW V ' = 1.33 HALLOW 2.61 kips Allowable. Shbar For Wind Load ALLO W WIND R Max. Reaction Force At The End Of Girt WL See 4.Check Girts For Reactions Rte= 1.00 kips <2VALLOW , 5.22 kips OK - WIND 9. CHECK BRACING 9.1. -Check Longitudinal Bracing Fy 36.00 ksi Minimum.Yield Stress For Bracing Cable A = 0.142 int Effective Area For A 1/4" Dia. Cable 1/4 A = 0.226 int Effective Area For A 5/16" Dia. Cable 5/16 A = 0.334 int Effective Area For A 3/8" Dia. Cable 3/8 A = 0.56 int Effective Area For A 1/2" Dia. Cable 1/2 Eave = i6.0 ft - Eave Height - Low Side Width = 40.0 ft - Width Of The Building Length = 60.0 ft - Length Of The Building Bay = 15.0 ft - Width Of The Braced Bay Critical Width. Ridge Eave + Slope - 17.7 ft 2 Page Number 31 P T 2 —� P 2 T—� Eave. Width .yn � �. gay Check For Wind.Load Find Total Exposed Area At The End Of The Building At Each Side A - Ridge + Eave l Width = 339 ft 2 T [ 2 J 2. Total Wind Load At Each Side': Cq = 1.3 Refer To Table No. -16-H Of UBC 1997 PT. = C pWL AT = 8.08 kips Check For Seismic Find Total Seismic Load At Each Side Of The Building max.horizontal force component in single brace rMAx =, = 0.25 Total Story Shear Total Story Shear - Note: max horizontal force component in a single brace = 4 AB = Width Length =,2400 ft2 p=2- 20 < 1' —gyp= 1.0 rMAX V/� A s R = 5.6 = As Given.In Table 16-N Of UBC 1997 3 Ca Width PT - pDL 1.4R 2 Length = 0.52 kips << 8.08 kips - Due To Wind Wind Governs ! 1 By: C-:oros P.E. 2.J.S.ENGINEERING SERVICES INC. 350 S.Mi1liken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 18045-04 Date 7-11-2004 Reference: Phil Decan Description: 40' x 60' And Oro Products <Helder> x 16' P T 2 —� P 2 T—� Eave. Width .yn � �. gay Check For Wind.Load Find Total Exposed Area At The End Of The Building At Each Side A - Ridge + Eave l Width = 339 ft 2 T [ 2 J 2. Total Wind Load At Each Side': Cq = 1.3 Refer To Table No. -16-H Of UBC 1997 PT. = C pWL AT = 8.08 kips Check For Seismic Find Total Seismic Load At Each Side Of The Building max.horizontal force component in single brace rMAx =, = 0.25 Total Story Shear Total Story Shear - Note: max horizontal force component in a single brace = 4 AB = Width Length =,2400 ft2 p=2- 20 < 1' —gyp= 1.0 rMAX V/� A s R = 5.6 = As Given.In Table 16-N Of UBC 1997 3 Ca Width PT - pDL 1.4R 2 Length = 0.52 kips << 8.08 kips - Due To Wind Wind Governs ! 1 Page Number ': 32 Designed By: Y 2.J.S.ENGINEERING SERVICES INC. Job # 18045-04 3S0 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description: 40' x 60' x 16' PT =. 8.08 kips Tension Force In The Cable PEave 2+Bay2 T 2T 5.90 kip - Bay Allowable Tension For (1) Set Of 5/16" Dia. Cable WIND Pa ( 1.33 ) 0.6 Fy A 5/16 = 6.49 kip > T.= 5.90 kip OK Therefore, (1) or more Sets Of 5/16" Dia. (or larger) is Sufficient. Reactions For Anchorage P H = 2T = 4.04 kip P Eave R. = T = 4.31 kip 2 Bay 9.2. Check Lateral Bracing At End Wall Fy =,36.00 ksi - Minimum Yield Stress For Bracing Cable A = 0.142 int 1/4 - Effective Area For A 1/4" Dia. Cable ' A = 0.226 in2 Effective Area For A 5/16" Dia. Cable 5/16 A = 0.334 in - Effective Area For 'A 3/8" Dia. Cable 3/8 A = 0.56 in2 - Effective Area For A 1/2" Dia. Cable 1/2 Bay = 14.0' ft - Width Of The Braced Bay b = 15.0 ft - Bay Spacing Of The Building At End Check For Wind Load Find Total Exposed Area At The End Of The Building b AT = Ridge 2 = 132 ft? Page Number : 33 Total Wind Load At Each Side Cq 1.3 Refer To Table No. 16=H Of UBC 1997 PT = C pWL.AT = 3.17 kips Designed B: Janos Boron -.F.. Z.J.S.ENGINEERING SERVICES INC. 350 S.Mi11iken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 18045-04 Date 7-11-2004 Reference: Phil Description: 40' And Oro Products <Helder> " 60' x 16' T = .2T . =2.40. Total Wind Load At Each Side Cq 1.3 Refer To Table No. 16=H Of UBC 1997 PT = C pWL.AT = 3.17 kips Tension Force In The Cable /� PEave 2+Bay2 T = .2T . =2.40. kip Bay Allowable Tension For (1) Set Of 1/4" Dia. Cable WIND Pa = ( 1.33 )'0.6 Fy A1/4 = 4.08 kip '> T = 2.40 kip OK Therefore, (1) or more Sets Of 1/4" Dia. (or larger) is Sufficient. Reactions For Anchorage P H = 2T = 1.20 kip P Eave R = T = 1.37 kip 2. Bay . 10. CHECK FOUNDATION . Lb PS = 1000 ( Min. SoilPressure] 2 s Ft Lb = 150 c [ Specific Weight. Of Concrete ] 3 Ft f� = 2500 Lb2 ( Compressive Strength Of The Concrete] in Eave = 16. Ft [ Eaveheight ] Ridge = 17.6 Ft [ Ridgeheight ] Width = 40. Ft [ Width Of The Building ] Length= 60. Ft [ Length Of The Building ] Ridge + Eave Width - 0.41 < 0.5 Use 3 Of The Reactions Due To Wind Refer To Section 1621.1 Of UBC 1997 Page Number 34 Design,....: 2.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Milliken,#A.ONTARIO,Ca91761 Janos PHONE (909) 974-4150 Date 7-11-2004 Reference: .':.ii.DeCan And Oro Products <Helder> Descri p,t i ori: �°•O' x 60' x 16' 10.1 @ Type 1 : At Rigid Frames Use 2 Ft. - 9 In. Square x 1 Ft. -'6 In. Deep Concrete Footing With 4 in Slab D = 1.50 Ft [ Depth Of The Footing ] r = 2.75 Ft [ Width Of The -Footing A = r2 = 7.56 Ft.2 [' Area Of The 'Bottom Of The Footing ] t 4 in [ Thickness Of The Slab ] Lc [ Effective Length Of The Slab ] Vertical Down P VERT.= 4.50 kips See 7. Check Rigid Frame For Reactions DOWN ' P VERT. 1000 Lb > DOWN = 595 Lb OK p Ft A Ft Vertical Up P = 2 VERT. (5.09 kip) = 3.38 kips See 7.,Check Rigid Frame For Reactions 3 UP PWEIGTH - A D 7c = 1.70 kips FOOTING Safety = 2 Stress Increase'Due To Wind Or Seismic 1.33 p PFRICT. - 2 ) ( 4 r ) 6 s D = 1.83'kips . Refer To Section 1807.10 Of UBC 1997. PWEIGHT ( . 2 Lc ) Lc t 7c . SLAB { Page Number 35 Janos P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761. PHONE (909) 974-4150 Job # 18045-04 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description: 40' x 60' x 16' Find Lc : Slab Lc VERT. UP t Slab f 2Lc� 12 in. t2 S 6 ( Section Mod. For 12 in. Strip] fT= 1.6 fC [ Allowable Tens ion -$tress ] MALLOW 1.33 fTS. [ Allowable Bending Moment ] 2 -' M.= 0.85 t .c L2 [ Moment Due To Self Weight ] M=M —� ALLOW Lc 3.65 ft. ' PWEIGHT ( 2 Lc ) Lc t 7c = 1.34 kips SLAB P = 4.87 kips TOTAL RESISTING P TOTAL Safety = pRESISTING = 1.44 OK VERT. UP Page Number : 36 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description: 40' x 60' x 16'. Horizontal P = '1.60 kips See 7. Check Rigid Frame For Reactions HORIZ. Use <2> 3/4 in Dia Anchor Bolts With <1> #4 x 10 ft.- 0 in Long Hairpin'And <1>.3 in x 3 in x 0 ft - 8 in Long Thrust.Angle See Appendix For Allowable Values 10.2 @ Type 2 Endwall Use 2 Ft. - O In. Square x 1 Ft. - 0 In. Deep Concrete Footing With 4 in Slab D = 1.00 Ft [ Depth Of The Footing J r 2.00 Ft G Width Of The Footing A = r2 = 4.00 Ft.2 [ Area Of The Bottom Of The Footing.] t = 4 in [ Thickness Of The Slab ] Lc [ Effective Length Of The Slab J Vertical Down P 2.24 kips See S. Check End Wall Column For Reactions VERT. DOWN P VERT. = 1000 Lb > DOWN = , 560 Lb OK PS Ft A Ft Vertical Up Bracing Uplift PVERT. 3 ( 1.37 kips + 0.97 kips ) 1.55 kips UP PWEIGTH A D TC = 0.60 kips FOOTING t Page Number 37 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Milliken,#A.ONTARI0,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description: 40' x 60' x 16' Safety 2 Stress Increase _Due.. F.To Wind Or Seismic 1.33 p PFRICT. ( 2 ) ( 4 r ) 6 s D _ 0.89 kips Refer To Section 1807.10 Of UBC 1997. PWEIGHT = ( 2 Lc ) Lc t 7c SLAB Find Lc Lc Slab Ftg. P VERT. UP t Slab f ,,� `�� I I I I I I I I 2 L S 12 6n. t2 [ Section Mod. For 12 in. Strip] fT= 1.6 V fC ( Allowable Tension Stress ] MALLOW 1.33 fTS ('Allowable Bending Moment ] .... l �': 2 L2 M = 0.85 t 7 [ Moment Due To Self Weight ] M=M Lc 3.65 ft. ALLOW PWEIGHT ( 2 Lc ) Lc t a = 1.34 kips SLAB c PTOTAL = = 2.82. kips._ ' ' RESISTING Page Number 38 Designed By: P - TOTAL _ RESISTING Safety = 1.82 1� —P OK VERT. UP 10.3 @Type 3 :. Corner Column Use 2 Ft. - 6 In. Square x 2 Ft. - 0 In. Deep Concrete Footing With 4 in Slab ' D 2.00 Ft '[ Depth Of The Footing ] r. = 2.50. Ft ( Width Of The Footing. A = r2 = 6.25 Ft.2 [Area Of The Bottom Of The Footing ] t = 4 in [ Thickness Of The Slab ] Lc ( Effective Length Of The Slab ] Vertical Down ' P = 1.03 kips See 5. Check End Wall Column For Reactions ' VERT. DOWN . PVERT. = Lb bowN � Lb ps 1000 > = 165 OK 2 Ft2 .A Ft Vertical Up Bracing Uplift = 2 = P ( 4:31 kips + 0.45 kips ) 3.17 kips. ' UPRT. 3 _ - A. D _ 1.88 kips > PwEICTH �c . FOOTING Safety = 2 Stress Increase Due To Wind Or .Seismic . 1.33 p S = — ( ) ( 4 r ) D 2.22 kips PFRICT. 2 6 Refer To Section 1807.10 Of UBC 1997. 2 ( LC ) t a'C , PWEIGHT SLAB- Z. J. S. ENGINEERING SERVICES INC. Job # 18045-04 350 S. Milliken, #A. ONTARIO,Ca91761 Janos Boros P.E. .PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description: 40,' x 60' x 16' ---- Page Number : 3� Designed By: Z.°J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder>` Description: 40' x 60' x 16' Find Lc Slab P VERT UP t Slab. Lc -� S = 12 in. t2 [ Section Mod. For 12 in. Strip] fT= 1.6 ✓ fc [ Allowable Tension Stress ] i MALLOW= 1.33 fTS [ Allowable Bending Moment 2 M = 0.85 t c L2 [ Moment Due To Self Weight ] M=M Lc 3.65 ft. ALLOW 2 PWEIGHT - ( Lc ) t �c 0.67 kips SLAB P = TOTAL 4.76 kips RESISTING P TOTAL Safety = PRESISTING = 1.50 OK VERT. I� UP Page Number Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150. Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description: 40' x 60' x 16'. Find Capacity Of Wire Mesh Use 6 x 6 / 10 -10 -Cold Drawn Wire .ASTM A-82 Ft = 30.0 ksi - Max. Tension Stress Fv = 45.0 ksi - Max. Shear Stress A = 0.029 L Length Of The Hairpin TENSION 6x6/ 10-10 Wire Mesh - SHEAR JH L Tension: 2 — sin 300 A Ft =,0.435 L ( kips ) 2 L Shear 2— .cos 300 A Fv = 0.562 L ( kips ) 2 0.997 L ( kips ) Length Of Hairpin Capacity Of Wire Mesh L = 10.0 ft. 9.9 kips L = 20.0 ft 19.9 kips L = 40.0 ft 39.9 kips Page Number : 41 Find Capacity Of Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 Designed By: (1) 350 S.Mi11iken,#A.ONTARIO,Ca91761 Intermediate Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description: 40' x 60' x 16' Find Capacity Of Hairpin x 10'-0" (1) Use A 305 : A-15 Intermediate 10'-0" (1) Ft = 20.0 ksi - Max. Tension Stress .10'-0" (1) A - Area Of.The Hairpin (1) #4 s 10'-0" (1) #5 x 2 Ft cos 300 As = 34.6 As ( kips ) x 10'-0" Find Capacity Of Tierod : x 10'-0" (1) Use A 305 : A-15 Intermediate 20'-0" Ft = 20.0 ksi - Max. Tension Stress A - Area Of The Tierod s Ft As = 20.0 As ( kips ) Allowable Values Size Of Bar Tierod Hairpin #3 2:2 kips 3.8 kips #4 4.4.kips 6.9 kips #5 6.2 kips 10.7 kips #6 8.8 kips 15.2 kips. #7 12.0 kips 20.7 kips #8 15.8 kips 27.3 kips #9 20.0 kips 34.6 kips #10 25.4 kips 43.9 kips #11 31.2 kips 53.9 kips HORIZONTAL REACTION (kips) TIE ROD 0.00- 2.20 (1) #3 2.20 - 3.79 (2) #3 3.79 - 4.00 (1) #4 4.00 - 6.20 (1.) #5 6.20 - 6.90 (2) #4 6.90 - 8.80 (1) #6 8.80 -10.70 (2) #5 10.70 -13.30 _..._____C2) #6 __: 13.30 -15.20 (1) #8 HAIRPIN (1) #3 x 10'-0" (1) #3 x 10'-0" (1) #4 .x .10'-0" (1) #4 x 10'-0" (1) #4 x 10'-0" (1) #5 x 10'-0" (1) #5 x 10'-0" (1) #6 x 10'-0" (1) #6 x 20'-0" Page Number 42 Designed By: Z. J. S. ENGINEERING SERVICES -INC. Job # 18045-04 #9 350 S.Mil1iken,#A.ONTARIO,Ca91761 -20.80 Janos Boros P.E. PHONE (909) 974-4150 -Date. 7-11-2004 Reference: Phil Decan And Oro Products <Helder> #10 Description: 40' x 60' x 16' -27.30 � 15.20 -20.00 (1) #9 20.00 -20.80 (1) #10 20.80 -25.40 (1) #10 25.40 -27.30 (1) #11 27.30 -31.20 (1) #11 31.20 -34.60 (2) #9 34.60 -40.00 (2) #9 40:00 -50.80 (2) #10 , 50.80 -60.20 (2) #11 60.20 -74.30 (4) #9 Page Number 43 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 1/2" Dia. 350 S.Mil1iken,#A.ONTARIO,Ca91761 .3/4" Dia. Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description: 40' x 60'. x 16' Appendix Allowable Shear (kips) For Bolts Per Table V-4.5 of the Cold -Formed Specifications By AISI STEEL THICKNESS in. 1/4" Dia. 3/8" Dia. 1/2" Dia. 5/8" Dia. .3/4" Dia. .A307 A325 A307 A325 A307 A325 A307 A325 A307 A325 (GAUGE) 0.49 1.03 1. 10 2.3211 1.96 4.12 3.07. 6.44 4.42 9.28 .1046 (12) 1.97 1.97 2.95 2.95 3-.94 3.94 4.92 4.92 5.91 5.91 .0747 (14) 1.41 1.41 .2.11 2.11 2.81 2.81 3.52 3.52 4.22 4.22 .0598 (16) 1.12 1.12 1.69 1.69 2.25 2.25 2.81 2.81 3.38 3.38 ..0478 (18) 0.90 0.90 1.35 1.35 1.80 1.80 2.25 2.25 2.70 2.70 .0359 (20) 0.68 0.68 1.01 1.01 1.35 1.35 1.69 .1.69 2.02 2.02 Steel Members shall conform to Section 2230,A3, of the code. 20 ga, 18 ga - ASTM A,653,Grade 33 S.Q, with a minimum of 33,000 psi yield strength. 16 ga, 14 ga, 12 ga -_ASTM A 653"Grade 50 S.Q. with a minimum of 50,000 psi yield strength: Page Number : 44 Designed By: Z:J.S.ENGINEERING SERVICES INC. Job # 18045-04 Appendix, 350 S'.Milliken,#A.ONTARIO,Ca91761 Section Properities Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description: 40' x 60' x 16' X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION Appendix, L Section Properities Z 8.00 x 2.500 x 16 GA TOP LIP 0.8119 (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STRESS) DEPTH 8.00 IN FLANGE WIDTH = 2.5000 IN LIP LENGTH = 1.0000 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1000 IN THICKNESS = 0.0600 TN X -X AXIS EFFECTIVE -PROPERTIES - LOAD DETERMINATION TOP WEB CORNER 0-.2042 L Y LY LY2 IO TOP LIP 0.6697 0.4948 0.3314 0.1640 0."0250 TOP LIP CORNER 0.2042 0.0772 0.0158 0.0012 0.0003 TOP FLANGE 1.7506 0.0300 0.0525 0.0016 0.0000 TOP WEB CORNER 0.2042 0.0772 0.0158 0.0012 0.0003 FULL WEB OR WEB B1 1.3171 0.8186 1.0782 0.8826 0.1904 EFFECTIVE WEB 6.2289 4.7255 29.4350 139.0963 20.1399 BOTTOM WEB CORNER 0.2042 7.9228 1.6179 12.8181 0.0003 BOTTOM FLANGE 2.1800 7.9700 17.3746 138.4756 0.0000 BOTTOM LIP CORNER 0.2042. 7:9228 "1.6176 12.8155 0.0003 BOTTOM LIP 0.8400 7.4200 6.2328 46.2479 0.0494 SUM 13.8031 57.7714 350.5039 20.4060 YBAR = 4.1854 IN X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION L Y LY LY2 IO TOP LIP 0.8119 0.5659 0.4595 0.2601 0.0446 TOP LIP CORNER 0.2042 0.0772 0.0158 0.0012 0.0003 TOP FLANGE 2.1193 0.0300 0.0636 0.0019 0.0000 TOP WEB CORNER 0-.2042 0.0772 0.0158 0.0012 0.0003 FULL WEB OR WEB B1 7.6800 4.0000 30.7200 122.8800 37.7487 BOTTOM WEB CORNER 0.2042 7.9228 1.6179 12.8.181 .0.0003 BOTTOM FLANGE 2.1800 7.9700. 17.3746 138.4756 0.0000 BOTTOM LIP CORNER 0.2042 7.9228 1.6176 12.8155 0.0003 BOTTOM LIP 0.8400 7.4200 6.2328 46.2479 0.0494' SUM 14.4479 58.1175 333.5014 37.8440 YBAR-= 4.0225 IN Page Number 45 Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Milliken,#A.ONTARIO,Ca91761 P.E. PHONE (909 ) 974-4150 Date 7-11-2004 Rit Decan And Oro Products <Helder> . Descri t 40' x 60' x 16' Appendix Section Properities For Z 8.00 x 2.500 x 16 GA (.1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STREES) DEPTH = 8.00 IN. FLANGE WIDTH = 2.5000 IN LIP LENGTH = 1.0000 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1000 IN THICKNESS.= 0.0600 IN IX = 8.2539 IN4 SX 1.8509 IN3 RX = 3.0762 IN IY = 1.2336 IN4 SY = 0.4994 IN3 RY = 1.1892 IN AREA = 0.8722 IN2 WT = 2.97 PLF AEFF = 0.8282 IN2 H/T•= 128.0 MA =60.96 KIP -IN VA = 2.35 KIP J 0.0010'IN4. IXY = 2.3427 IN4 IX2 = 0.5236 IN4 RMIN = 0.7748 IN THETA = -16.86 IN4 .IY2 = 8.9639 IN4 BEARING LENGTH (IN 1 2 3 4 (ALLOW. END BEARING(KIPS) 0.6720 0.7680. 0.8640 0.9601 ALLOW. INT. BEARING(KIPS) 1.3162. 1.4537 1..5912 1.7287 Y -Y AXIS PROPERTIES (GROSS SECTION) L X LX LX2 IO TOP LIP 0.8400 2.4401 2.0497 5.0015 0.0000 TOP LIP CORNER 0.2042. 2.3928 0.4885 1.1689 0.0003 TOP FLANGE 2.1800 1.2200 2'.6596 3.2447 0.8634 TOP WEB CORNER 0.2042 0.0472 0.0096 0.0005 0.0003 FULL WEB OR WEB B1 7.6800 0.0000 0.0000 0.0000 0.0000 BOTTOM WEB CORNER 0.2042 -0.0472 -0.0096 0.0005 0.0003 BOTTOM FLANGE 2.1800 -1.2200 -2.6596 3.2447 0.8634 BOTTOM LIP CORNER 0.2042 -2.3928 -0.4885 1:1689 0.0003 BOTTOM LIP 0.8400 -2.04401 -2.0497 5.0015 0.0000 SUM 14.5367 0.0000 18.8312 1.7280 XBAR = 0.0000 IN Section Properities For Z 8.00 x 2.500 x 16 GA (.1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STREES) DEPTH = 8.00 IN. FLANGE WIDTH = 2.5000 IN LIP LENGTH = 1.0000 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1000 IN THICKNESS.= 0.0600 IN IX = 8.2539 IN4 SX 1.8509 IN3 RX = 3.0762 IN IY = 1.2336 IN4 SY = 0.4994 IN3 RY = 1.1892 IN AREA = 0.8722 IN2 WT = 2.97 PLF AEFF = 0.8282 IN2 H/T•= 128.0 MA =60.96 KIP -IN VA = 2.35 KIP J 0.0010'IN4. IXY = 2.3427 IN4 IX2 = 0.5236 IN4 RMIN = 0.7748 IN THETA = -16.86 IN4 .IY2 = 8.9639 IN4 BEARING LENGTH (IN 1 2 3 4 (ALLOW. END BEARING(KIPS) 0.6720 0.7680. 0.8640 0.9601 ALLOW. INT. BEARING(KIPS) 1.3162. 1.4537 1..5912 1.7287 Page Number : 46 Appendix Section Properities For C 8.00 x 2.500 x 12 GA (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STRESS) DEPTH = 8.00 IN FLANGE WIDTH = 1.5000 IN - LIP LENGTH = 0.8000 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1000 IN THICKNESS = 0.1050 IN X -X AXIS EFFECTIVE PROPERTIES - LOAD DETERMINATION L Ji:,.-::.: ,:-_,cos P. E. 2.J.S.ENGINEERING SERVICES INC. 350 S.Mi1liken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 18045-04 Date 7-11-2004 Phil Decan And Oro Products <Helder> Descr..-,t on: 40' x 60' x 16' TOP LIP 0.5680 Appendix Section Properities For C 8.00 x 2.500 x 12 GA (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STRESS) DEPTH = 8.00 IN FLANGE WIDTH = 1.5000 IN - LIP LENGTH = 0.8000 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1000 IN THICKNESS = 0.1050 IN X -X AXIS EFFECTIVE PROPERTIES - LOAD DETERMINATION X -X AXIS EFFECTIVE PROPERTIES -.DEFLECTION DETERMINATION L Y LY LY2 IO TOP LIP 0.5680 0.4890 0.2777 0.1358 0.0153 TOP LIP CORNER 0.2395 0.1079. 0.0258 0.0028 0.0005 TOP FLANGE 2.0900 .0.0525 0.1097 0.0058 -0.0000 TOP WEB CORNER 0.2395 0.1079 0.0258 0.0028 0.0005 FULL WEB OR WEB B1 7.5900 4.0000 30.3600 121.4400 36.4371 BOTTOM WEB CORNER 0.2395 7.8921 1.8905 14.9204 0.0005 BOTTOM FLANGE 2.0900 7.9475 16.6103 132.0102 0.0000 BOTTOM LIP CORNER 0.2395 7.8921 1.8902 14.9174 0.0005 BOTTOM LIP 0.5950 7.49,75 4.4610 33.4468 0.0176 SUM, 13.8911 55.6512 316.8819 36.4721 YBAR = 4.0062 IN X -X AXIS EFFECTIVE PROPERTIES -.DEFLECTION DETERMINATION 7 L Y LY LY2 IO TOP LIP 0.5950 0.5025 0.2990 0.1502 0.0176 TOP LIP CORNER 0.2395 0:1079 0.0258 0.0028 0.0005 TOP.FLANGE 2.0900 0.0525 0.1097 0.0058 0.0000 TOP WEB CORNER 0.2395 0.1079 0.0258 0.0028 0.0005 FULL WEB OR WEB B1' 7.5900 4.0000 30.3600 121.4400 36..4371 BOTTOM WEB CORNER 0.2395 7.8921 1.8905 14.9204 0.0005 BOTTOM FLANGE 2.0900 7.9475 16.6103 132.0102 0.0000 BOTTOM LIP CORNER 0.2395 7.8921 1.8902 14.9174 0.0005 BOTTOM LIP 0.5950 7.4975 4.4510 .33.4468 0.0176 SUM 13.9181 55.6724 316.8964 36.4743 YBAR = 4.0000 IN 7 Page Number 47 '.-...signed By: Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 II � 350 S.Milliken,#A.ONTARIO,Ca91761 <nos Boros P. E. PHONE (909) 974-4150 Date 7-11-2004 j erence: Phil Decan And Oro Products <Helder> Description: 40' x 60' x 16' Appendix SUM 13.9181 9.0029 15.4439 1.5237 XBAR 0.6468. IN Section Properities For C 8.00 x 2.500 x.12 GA. (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STREES). DEPTH = 8.00 IN, FLANGE WIDTH = 2.5000 IN LIP LENGTH = 0.8000 IN LIP ANGLE = 90.00 DEG - INSIDE RADIUS = 0.1000 IN THICKNESS = 0.1050 IN IX = 13.7215 IN4 SX = 3.4177 IN3 RX = 3.0642 IN IY = 1.1701 IN4 SY = 0.6498 IN3 RY = 0.8948 IN AREA = 1.4614 IN2 WT = 4.97 PLF AEFF = 1.4586 IN2 MA = 112.56 KIP -IN VA '= 12.33 KIP J = 0.0054 IN4 BEARING LENGTH (IN 1 2 3 4 ALLOW. END BEARING(KIPS) 2:4354 2.6472 2.8589 3.0707 ALLOW. INT. BEARING(KIPS) 4.3835 4.6574 4..9314 5.2054 Y -Y AXIS PROPERTIES (GROSS SECTION) L X LX LX2 IO TOP LIP 0.5950 2.3951 1.4251 3.4132 0.0000 TOP LIP CORNER 0.2395 2.3396 0.5603 1.3109 0.0005 TOP FLANGE 2.0900 1.1975 2.5028 2.9971 0.7608 TOP WEB CORNER 0.2395 0.0554 0.0133 0.0007 0.0005 FULL WEB OR WEB B1 7.5900 0-.0000 0.0000 0.0000 0.0000 BOTTOM WEB CORNER 0.2395 0.0554 0.0133 0.0007 0.0005 BOTTOM FLANGE 2.0900 1.1975 2.5028 2.9971, 0.7608 BOTTOM LIP CORNER 0.2395 .2.3396 0:5603 1.3109 0.0005 BOTTOM LIP 0.5950 2.3951 1.4251 3.4132 0.0000 SUM 13.9181 9.0029 15.4439 1.5237 XBAR 0.6468. IN Section Properities For C 8.00 x 2.500 x.12 GA. (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STREES). DEPTH = 8.00 IN, FLANGE WIDTH = 2.5000 IN LIP LENGTH = 0.8000 IN LIP ANGLE = 90.00 DEG - INSIDE RADIUS = 0.1000 IN THICKNESS = 0.1050 IN IX = 13.7215 IN4 SX = 3.4177 IN3 RX = 3.0642 IN IY = 1.1701 IN4 SY = 0.6498 IN3 RY = 0.8948 IN AREA = 1.4614 IN2 WT = 4.97 PLF AEFF = 1.4586 IN2 MA = 112.56 KIP -IN VA '= 12.33 KIP J = 0.0054 IN4 BEARING LENGTH (IN 1 2 3 4 ALLOW. END BEARING(KIPS) 2:4354 2.6472 2.8589 3.0707 ALLOW. INT. BEARING(KIPS) 4.3835 4.6574 4..9314 5.2054 Page Number 48 Designed By:_ Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 LY 350 S.Milliken,#A.ONTARIO,Ca91761' IO Janos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decaa And Oro Products <Helder> Description: 40' x 60' x 16' Appendix Section Properities For C 08.00 x 3.500 x 14 GA (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR•STRESS) DEPTH = 8.00 IN FLANGE WIDTH 3.5000 IN LIP LENGTH = 0.9000 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1000 IN THICKNESS = 0.0750 IN X -X AXIS EFFECTIVE PROPERTIES - LOAD DETERMINATION L Y LY LY2 IO TOP LIP 0.3250 0.3374 0.1097 0.0370 0.0029 TOP LIP CORNER 0.2159 •0.0874 0.0189 0.0017 0.0004- .0004TOP TOPFLANGE 2.2959 .0.0375 0.0861 0.0032 0.0000 TOP WEB CORNER 0.2160 0.0874 0.0189 0.0017 0.0004 FULL WEB OR WEB B1 7.6500 4.0000 30.6000 122.4000 37.3081 BOTTOM WEB CORNER 0.2160 7.9126 .1.7090 13.5226 0.0004 BOTTOM FLANGE . 3.1500 7.9625 25.0819 199.7144 -.0.0000 BOTTOM LIP CORNER 0'.2159 7.9126 1.7087 13.5199 0.0004 BOTTOM LIP 0.7250 7.465 5.4103• 40:3749 0.0318 SUM '15.0097 64.7434 389.5753 37.3443 YBAR = 4.3134 IN X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION L Y LY LY2 IO TOP LIP 0.4382 0.3940 0.1726 0.0680 0.0070 TOP LIP CORNER 0.2159 0.0874 .0.0189 .0.0017 0.0004 TOP FLANGE 2.9200 0.0375 0.1095 0.0041 0.0000 'TOP WEB CORNER 0.2.160 0.0874 0.0189 .0.0017 0.0004 FULL WEB OR WEB 81 7.6500 4.0000 30.6000 122.4000 37.3081, BOTTOM WEB CORNER 0.2160 7.9126 .1.7090 13.5226 0.0004 BOTTOM FLANGE 3.1500 7.9625 25.0819 199.7.144 0.0000 BOTTOM LIP. CORNER 0.2159 7.9126 1.7087 13.5199 0.0004 BOTTOM LIP 0.7250 7.4625 5.4103 40.3749 0.0318 SUM 15.7470 64.8298 389.6072 37.3484 YBAR = 4.1170 IN Page Number 49 Janos Ec .. '. L X LX Z.J.S. ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 18045-04 Date 7-11-2004 Reference: t.i.i Descriptive: 5_10o' Decan And Oro Products <Helder> .x 60' x 16' 3.4251 2.4832 Y -Y AXIS PROPERTIES (GROSS SECTION) SUM. 16.2639 17.2343 40.4068 5.2109 XBAR = 1.0597 IN . Section Properities For C 8.00 x 3.500 x 14 GA. (1986 AISI, 55..0 KSI STEEL; IX FOR DEFL., SX FOR STRESS) DEPTH 8.00 IN FLANGE WIDTH = 3.5000 IN LIP LENGTH = 0.9000 IN LIP ANGLE = 90.00.DEG INSIDE RADIUS = 0.1000 IN THICKNESS 0.0750 IN IX = 12.0040 IN4 SX = 2.5673 IN3 RX = 3.1370 IN IY = 2.0516 IN4 SY =0.8538 IN3 RY = 1.2969 IN AREA = 1.2198 IN2 WT = 4.15 PLF AEFF = 1.1257 IN2 H/T = 102.0000 MA = 84.55 KIP -IN VA = 4.60 KIP J = 0.0023 IN4 • BEARING LENGTH (IN 1 2 3 4 ALLOW. END BEARING(KIPS) 1.1443 1.2789 1.4135 1.5481 ALLOW. INT-BEARING(KIPS) 2.1446 2.3277 2.5108 2.6939 L X LX LX2 IO TOP LIP 0.7250 3.4251 2.4832 8.5052 0.0000 TOP LIP CORNER 0.2159 3.3750 0.7288 2.4598 0.0004 TOP FLANGE 3.1500 1.7125. 5.3944 9.2379 2.6047 TOP WEB CORNER 0.2160 0.0499 0.0108 0.0005 0.0004 FULL WEB OR WEB B1 - 7.6500 0.0000_ 0.0000 0.0000 0.0000 BOTTOM WEB CORNER 0.2160 0.0499 0.0108 0.0005 0.0004 BOTTOM FLANGE 3.1500 1.7125 5.3944 9.2379 2.6047 BOTTOM LIP CORNER 0.2159 3.3750 0.7288 2.4598, 0.0004 BOTTOM LIP 0.7250 3.4251 2..4832 8.5052 0.0000 SUM. 16.2639 17.2343 40.4068 5.2109 XBAR = 1.0597 IN . Section Properities For C 8.00 x 3.500 x 14 GA. (1986 AISI, 55..0 KSI STEEL; IX FOR DEFL., SX FOR STRESS) DEPTH 8.00 IN FLANGE WIDTH = 3.5000 IN LIP LENGTH = 0.9000 IN LIP ANGLE = 90.00.DEG INSIDE RADIUS = 0.1000 IN THICKNESS 0.0750 IN IX = 12.0040 IN4 SX = 2.5673 IN3 RX = 3.1370 IN IY = 2.0516 IN4 SY =0.8538 IN3 RY = 1.2969 IN AREA = 1.2198 IN2 WT = 4.15 PLF AEFF = 1.1257 IN2 H/T = 102.0000 MA = 84.55 KIP -IN VA = 4.60 KIP J = 0.0023 IN4 • BEARING LENGTH (IN 1 2 3 4 ALLOW. END BEARING(KIPS) 1.1443 1.2789 1.4135 1.5481 ALLOW. INT-BEARING(KIPS) 2.1446 2.3277 2.5108 2.6939 In Page Number : 50' Desi.;.... Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 350 S.Milliken,#A.ONTARIO,Ca91761 P.E. PHONE (909)'974-4150 Date 7-11-2004 Reference: i1 Decan And 'Oro Products <Helder> Description: 10' x 60' x 16' Appendix Section Properities For C 12.00 x 3.500 x 12 GA (1986 AISI, 55.0 KSI STEEL; IX FOR DEFL., SX FOR STRESS) DEPTH = 12.00 IN FLANGE WIDTH..= 3..5000 INLIP LENGTH ,= 0.8000 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1000 IN THICKNESS = 0.1050 IN X -X AXIS EFFECTIVE PROPERTIES - LOAD DETERMINATION L. Y LY LY2 IO TOP LIP 0.0777 0.2438 0.0189 0.0046 0.0000 TOP LIP CORNER 0.2395 0.1079 0.025 8 0.0028 0.0005 TOP FLANGE 2.3691' 0.0525 0.1244 0.0065 0.0000 TOP WEB CORNER 0.2395 0.1079 0.0258 0.0028 0.0005 FULL WEB OR WEB B1 11.5900 6.0000 69.5400 417.2400 129.7386 BOTTOM WEB CORNER 0.2395 11.8921 2.8487 33.8775 0.0005 BOTTOM FLANGE 3.0900 11.9475 36.9178 441.0752 0.0000 BOTTOM LIP CORNER 0.2395 11.8921 2.8482 33.8708 0.0005 BOTTOM LIP 0.5950 11.4975 6.8410 78.6552 0.0176 SUM 18.6799 119.1907 1004.7353 129.7583 YBAR = 6.3807 IN X -X AXIS EFFECTIVE PROPERTIES - DEFLECTION DETERMINATION L Y LY LY2 IO TOP LIP 0.3859 0.3979 0.1535 0.0611 0.0048 TOP LIP CORNER. 0.2395' 0.1079 0.0258 0.0028 0.0005 TOP FLANGE 3.0900 0.0525 0.1622 0.0085 0.0000 TOP WEB CORNER. 0.2395 0.1079 0.0258 0.0028 0.0005 FULL WEB OR WEB B1 11.5900 6.0000 69.5400 417.2400 129.7386 BOTTOM WEB CORNER 0.2395 11.8921 2.8487 33.8775 0.0005 BOTTOM FLANGE 3.0900 -11.9475 36.9178. 441.0752 0.0000 BOTTOM LIP CORNER. 0.2395 11.8921 2.8482 33.8708 0.0005 BOTTOM LIP 0.5950 11.4975 6.8410 7.8.6552 0.0176 SUM 19.7090 .119.3632 1004.7938 129.7630 MBAR = 6.0563 IN Page Number 51 Appendix Y -Y AXIS PROPERTIES Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 18045-04 L 350 S.Milliken,#A.ONTARIO,Ca91761 LX .]'anos Boros P.E. PHONE (909) 974-4150 Date 7-11-2004 Reference: Phil Decan And Oro Products <Helder> Description: 40' x 60'. x 16' 6.8583 0.0000 Appendix SUM 19.9181 16.1569 36.8681 4.9194 XBAR 0.8112 IN j Section Properities For C 12.00 x 3.500 x 12 GA. (1986 AISI, 55.0 KSI STEEL; IX FOR DEF,L., SX FOR STREES) DEPTH = 12.00 IN FLANGE WIDTH = 3.5000 IN LIP'LENGTH = 0.8000 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1000 IN THICKNESS = 0.1050 IN IX '= 43.2242 IN4 SX = 6.1541.IN3 RX = 4.5462 IN IY = 3.0116 IN4 SY•= 1.1423 IN3 RY = 1.2000 IN AREA = 2.0914 IN.2 WT = 7.11 PLF AEFF = 1.9614 IN2 H/T = 110.3810 MA = 202.68 KIP -IN VA = 8.34 KIP J = 0.0077 IN4 BEARING LENGTH (IN 1 2 3 4 ALLOW. END BEARING(KIPS) 2.2381 2.4327 2.6273 2.8219 ALLOW. INT. BEARING(KIPS) 4.1286.. 4.3866 4.6447 4.9027 Y -Y AXIS PROPERTIES (GROSS SECTION) L X' LX LX2 IO TOP LIP 0.5950 3.3951 2.0201 6.8583 0.0000 TOP LIP CORNER 0.2395 3.3396 0.7998 2.6711 0.0005 TOP FLANGE 3.0900 1.6975 5.2453 8.9039 2.4586 TOP WEB CORNER 0.2395 0.0554 0.0133 0.0007 0.0005 FULL WEB OR WEB B1 11.5900 0.0000 0.0000 0.0000 0.0000 BOTTOM WEB CORNER 0.2395 ,0.0554 0.0133 0.0007 0.0005 BOTTOM FLANGE 3.0900 1.6975 5.2453 8.9039 2.4586 BOTTOM LIP CORNER 0.2395 3.3396 0.7998 2.6711 0.0005 BOTTOM LIP 0.5950. 3.3951 2.0201 6.8583 0.0000 SUM 19.9181 16.1569 36.8681 4.9194 XBAR 0.8112 IN j Section Properities For C 12.00 x 3.500 x 12 GA. (1986 AISI, 55.0 KSI STEEL; IX FOR DEF,L., SX FOR STREES) DEPTH = 12.00 IN FLANGE WIDTH = 3.5000 IN LIP'LENGTH = 0.8000 IN LIP ANGLE = 90.00 DEG INSIDE RADIUS = 0.1000 IN THICKNESS = 0.1050 IN IX '= 43.2242 IN4 SX = 6.1541.IN3 RX = 4.5462 IN IY = 3.0116 IN4 SY•= 1.1423 IN3 RY = 1.2000 IN AREA = 2.0914 IN.2 WT = 7.11 PLF AEFF = 1.9614 IN2 H/T = 110.3810 MA = 202.68 KIP -IN VA = 8.34 KIP J = 0.0077 IN4 BEARING LENGTH (IN 1 2 3 4 ALLOW. END BEARING(KIPS) 2.2381 2.4327 2.6273 2.8219 ALLOW. INT. BEARING(KIPS) 4.1286.. 4.3866 4.6447 4.9027 W A R N I N G BCSI-B1 SUMMARY SHEET - GUIIDE FOR HANDLING, I+NSTALLI�NG AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES' GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSI 1-03 Guide to Good Practice for Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the BCSL9I—Summary Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estan marcados de ningun modo que identifique la frecuencia o localizaci6n de IDs arriostres (bracing) temporales. Use las recomendadones de manejo, instalaci6n y arriostre temporal de IDs trusses. Vea el folleto BCSI 1-03 Guia de Buena Practices Dara el Mangjo. Instalad6n y Arriostre de IDs Trusses de Madera Connedados con Placas de Metaloara para mayor informad6n. Los dibujos de diseno de los trusses pueden especificar las localizaciones de los arriostres permanentes en los miembros individuales en compresi6n. Vea la hoja resumen miembros secundarios (webs) para mayor informacion. EI recto de arriostres permanentes son la responsabilidad del Disefiador del Edificio. © The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. Banding and truss plates have sharp edges. Wear Qgloves when handling and safety glasses when ons cutting banding. f Empaques y placas de metal tienen bordes m afilados. Use guantes y lentes protectores cuando Corte los empaques. HANDLING - MANEJO QAllow no more No permita mas Q Use special care in than 3" of defiec- de 3 pulgadas de windy weather or tion for every 10' pandeo por Cada 10 near power lines of span. pies de tramo. and airports. m ICY I 6•max. 7 - Pick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE ONE WEEK OR LESS MORE THAN ONE WEEK 'v. trY�`o�C♦ a?'�o Y i11j, vQe QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por una semana o mas deben ser elevados con bloques a cada 8 o 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor dempo, cubra los paquetes para prevenir aumento de humedad perp permita ventilaci6n. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Spreader bar for truss bundles eo�oe O O QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. Q Avoid lateral bending. — Evite la Flexion lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en no ground. tierra desigual. JE4N�C�ffA MANEV17ER."Iffimmi _AL_ HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or - - ;%`; ; , , Trusses 30' or - less, supportless, support at ,� at peak. quarter points. r Levante Levante de del pico los los cuartos trusses de 20 de tramo los pies o menos. trusses de 30 Trusses up to 20' pies o menos. Trusses up to 30' Trusses hasta 20' Trusses hasta 30' HOISTING — LEVANTAMIENTO t'7f Hold each truss in position with the erection equipment until temporary bracing is Installed and Ll truss is fastened to the bearing points. Sostenga sada truss en posici6n con la gr is hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pico los trusses de mai de 30 pies. Greater than 30' Mas de 30 Dies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DELEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2 truss length Tagline TRUSSES UP TO 30' TRUSSES HASTA 30' Toe -in l\ / Toe -in Spreader bar 1/2 to 2/3 truss length Tagline TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreader bar A above or stiffback /L4.1 1 mid-height �— Spreader bar 2/3 to 3/4 truss length Tagline TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE © Refer to BCSI-B2 Summary Sheet - Truss Installa- a tion and Temporary Bracing for more information. Vea el resumen BCSI-B2 - Instalaci6n de Trusses y Arriostre Temporal para mayor informacion. 4 i Do not walk on unbraced trusses. No camine en trusses sueltos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de Cierra para el primer truss directamente en linea con Cada Una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well <— before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) Tlin. BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo •Consult a Professional Engineer for trusses longer than 60'. `Consulte a un ingeniero para trusses de mas de 60 pies. See BCSI-132 for TCTLB options. Vea el BCSI-82 para las opciones de TCTLB. \ Q Refer to l3CSI-86 Summary Sheet - Gable End Frame Q Bracing. eRepeat diagonal braces. Vea el resumen 77�� BCSI-86 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos aqua . I'7f Set first five trusses with spacer pieces, then add diagonals. Repeat LI process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedirriento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web Diagonal braces every 10 truss spaces (20' max.) 10'-15' max. same spacing as bottom chord lateral bracing Some chord and web members not shown for clarity. l DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE1 BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 10' D.C. for 3x2 chords - Tempos and 15' D.C. for 4x2 chords Diagonal braces 0, Permanent Bracing , OT 15' every 15 truss for Parallel Chord spaces (30' max.) Trusses for more information. Vea el resumen BCSI-B7 -Arriostre temooral v Permanente de The end diagonal trusses de cue rdas brace for cantilevered paralelas para mayor trusses must be placed Lateral braces informaci6n, on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION C) Do not exceed maximum stack heights. Refer to BCSI-84 Summary Sheet - Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el resumen BCSI-B4 Carga de Construcci6n para mayor informacion. Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. Material Height (h) Tolerances for Out -of -Plane. — Tolerancias para Fuera-de-Plano. 12" Plywood or OSB Q Length—► Max. Bow Max. Truss Bow Length Concrete Block 8" 11 �— Length ► II 3/4" 12.5' Length --►' 7/8" 14.6' 1-7f Tolerances for D/50 D (ft.) 1° 16.7' IJ Out -of -Plumb. 1/4„ 1, 1-1/8° 18.8' Tolerancias para ° I 1-1/4° 20.8' Fuera-de-Plomada. s o I Plumb 3/4° 3' bob 1" 4' 1-1/4" 5' 1-3J4° 29.2' D/SO max I 1-1/2" 6' 1-3/4" 7' 2" z 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Q Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construccion hasta que todos los arriostres esten colocados en forma apropiada y Segura. C) Do not exceed maximum stack heights. Refer to BCSI-84 Summary Sheet - Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el resumen BCSI-B4 Carga de Construcci6n para mayor informacion. Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. Material Height (h) Gypsum Board 12" Plywood or OSB 76" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses Como sea posible. Position loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES QRefer to BCSI-B5 Summary Sheet - Truss Damage tobsite Modifications and Installation Errors. Vea el resumen BCSI-85 Dartos de trusses Modificaciones en la Obra y Enores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ningun miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. Q, Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizacion previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (If applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put floor and roof trusses Into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor. it is not Intended that these recommendations be interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the Erection/Installation Contractor or otherwise) for handling, Installing and bracing wood trusses and It does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as maybe determined by the truss EreWoNlnstallatlon Contractor. Thus, the wood Truss Council of America and the Truss Plate Institute expressly, disclaim any responsibility for damages arising from the use, application, or rellance on the recommendations and Information contained herein. _19 I\IL WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274.4849 • sysyw.woodtrussxom 608/833-5900 • www.tpinst.org BIWARN11x17 031125 HOJA RESUMEN DE LA GUTA DE BUENA PRAGTICA PARA E MANEJO, INSTALACION Y ARRIOSTRE DE LOS TRUSSES DE MADERA CONECTrADOS CON PLACAS DE META u y ► sr/�9jz --� . ,A wr "70 V1 Aur 11 ' t I �! SXk�K � I N 3 I f0000 I 1 r ,I I/7V6 lu �r 4Z s ! _� I I Ill %� !� i� li �:1�✓P !i � PL9Y��PPRO�ED JUN 20 2005 1"16M ;0 „ Plans end docuxw to beacirtg tft<t 1 tamp have been cc pled as mee6V the apptioaWe provisions of ifomiaa Cotte of RsguWions, Title 24. Acoeptance i not appr+Ovet to viOltate any spplioeble code: The y I Ian review included the fOflowing su*cJs: (y/N) 41 3VMkoal __e PWh bing Firs We Safety N Entergy N Etectric�l Accessibility Mechanical Other Ian Reviewer rincipal Plan Date (, Zy • C) 5 Requirements. �in%Gr�� ' y� Pages / N _ 'q0 XV Zr 07e- �-� Pyre � �/ � _ _._._. ..__.- BUTTE COUNTY BUILI ING DIVISION The 2.001 CBC, CMC, CPC, CEC, I and 2001 California Energy i ' Efficiency Standards as amended by Di�1L3 i j Butte County apply to this project j o! Fasteners for pressure -preservative treated and fire -retardant treated wood shall be hot - dipped zinc coated galvanized, stainless steel, silicon bronze or copper per CBC 2304.3. The _ builder is responsible for compliance with the proprietary hardware manufacturer's specific requirements for corrosion -resistance. or cad wall panels shall be 48" in length and I cover three stud spaces where studs are 1 spaced at 16" O.C. Panels shall be wood structural sheathing with a thickness not less j than 5/16" and shall be nailed with 6d nails at SI%it112 6" O.C. for edge nailing and 12" O.C. for field nailing. --- NOTE: . i See the attached Residential Construction Requirements. �in%Gr�� ' y� Pages / N _ 'q0 XV Zr 07e- �-� Pyre � �/ � _ _._._. ..__.- BUTTE COUNTY BUILI ING DIVISION r9F.X � Flo os75 -- ale Lwmz Cb/a.� Fi rx S1M�T , P yX/� tz244r- ;�. S/.G Gti Ufhfliyi Gr--sICJ/N6 T�� LJQ ILL 1 r Porto, . tVIIL UUUN I r BUILDING DIVISIO APPROVED SITE [ILAN . . .. ... s lSX :75 2 - x�� v�............i .. 0f .'`'..... .. .. ...........:............................ ...... :.. .. .............. . ...........:....:..:....:....:..............: .. .................... .. .. .. .. .. ............. .. .. .. ... 4 :L _ ... .�....._ .. ��!! ... .. .. .. ... .. .. .. .. .. .. 1. ��A.rF..... y .r. .. Q :"- ................................ 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BBc o \' m as � I N G . / CK � . fin'•/ � •'\ z n� � u 5 �' IyIy-- a , z �-2 ' m x u 0 x • ifi O 5 X n CA. 8 m • D DJ I n 1 m CC -2 m 4`-0' 8X25 X 14 CA. CEE 8X25 X 14 CA. CEE n • 1 o . Ro tiI A n - . x G x. . 7F P c�T > C-1 d j H i m - 5X'2.5 x 14 C CEE up-- V! Q x U r3 x O ai b ,� CC -1 �B C -r C-1 nx3s x 12 CA. BBc o \' m as � I N G 5 / CK � . fin'•/ � •'\ n^1't G � x I n� � u 5 �' IyIy-- a , ' m x u G x x • ifi O 5 X n CA. 8 m • CCI n 1 I U U mBX2s FtEG1STF C We X 12 CA. � E^-7 �e Fc � N G N u U I w C � � � x n x x 'li n Z o p[ P 1 n l u n 1' IND ®® 0,44 tj -2 !4•tiq.1 llEl" CEE Q 8%2.5 X 14 CPt 4`-0' 8X25 X 14 CA. CEE PROPOSED 40X60 STEEL BUILDING for: by. HELDER MFG. PHIL DECAN AND ORO PRODUCTS' P.O. BOX ' 2446 OROVILLE CALIFORNIA (530)742-5257 BUTTE COUNTY MARYSVILLE, CA. 95901 . It ia . 0X25 X k CA. CEE n • 1 o . n - . x G x. . 7F c�T C-1 DJ -1 V! Q x U r3 x O ai b P C -r � N /-�4 N G R I / CK � o , \ p C-1 , ' m x u G x x • ifi O � n CCI n 1 PROPOSED 40X60 STEEL BUILDING for: by. HELDER MFG. PHIL DECAN AND ORO PRODUCTS' P.O. BOX ' 2446 OROVILLE CALIFORNIA (530)742-5257 BUTTE COUNTY MARYSVILLE, CA. 95901 . It ia . 0X25 X k CA. CEE 10696 'd3 `S'ITASA2IM AZNn00 911ng HINZIOA I` O S'I'IIA080 9t,t3 XOg '0'd ' SIXIC10Hd 080 QNV NHOk 'IIHd 'OLM ag(TISH :Aq :JOJ ONICIlIflg 'ISSIS 09X0 -V QSSOd02Id + I E- � I I x x F, - E- ¢ z 1 A-1 � 11 � W • �n � W ~ x O ' BO�JJ 111 • ' z *)- 1 ` Z .� ®® Lu C 0 0 N 3 JL � J i . If u � r, o, o u f� u € v u k 0l •3 t1i •3 •3 - u �3 `.Q •3 � `3 1 1� Fkg ile CNN Lnxi �CXX�i 4L • ahC yhy r 7t � + b \ Q\\\ \ b K \\ VA y zg \ .OY b �6/�►o 4 d >D +. i V. N � u io ' L lj V V V V V V h IR ,3 O d O Q � p N •�� p- N p N G N 2 % , N Z� n N I � n 1'1A L -7A 0 0 N 3 JL � J i . If T , �� ' 4 a, -• • j j 7-4 i /-1 �� 6• �FYtO I J0 70.'. r 0 r0 o� 0�--I c- ��z--11 V Q 4' 6' r nca) . d d h7 T b9 n ?1Z b n � , 6' @I i C1 I _ J L J 7Y-4' _ l'7-4' O as -o• i j� •••ppp���. _ ,1� to, � Xoil 2 ChI'="i °^ r-L--���I}}1� a y °�li$ �'��o tb •l "t�n w l �n o�Q1 CS T _-mill T�° `'� ��ti ` � � o�OFKS al -III p a f¢d 90. 45C ma. IL 21 - w -- Ia a j ,�. 11=, s p n =m I� zs 'a§ :: � i - = JI B $ '� Q --- JItJ ' �I � g rgill �: • I � o a> o5p � . 'M- re II.-.rr�I mm 1 ' 010 (M) REGIS1. rF + r -aN�O r� '------ ----- ----------- PROPOS TEEL BUILDING for: by. HELDE'R MFG. a� �mE PHIL DECAN AND ORO PRODUCTS P.O. BOX 2446 ;• Ngo <OROVILLE CALIFORNIA (530)742-5257 BUTTE COUNTY •MARYSVILLE, Nom; / x S SEE FRAYED 0PE1W DETAL i I' TAPER DPTIDNAL ' t 4 R W '_ 1 n x',,11 �I_- .• i�1 i� �'� rF�t-�, I e Q 1 E� 16x j°x .S i• I I Lox I - � �°• x 1 m w , I. I II �1 -----=------r----------------s--Y--=--=----- d d h7 T b9 n ?1Z b n � , 6' @I i C1 I _ J L J 7Y-4' _ l'7-4' O as -o• i j� •••ppp���. _ ,1� to, � Xoil 2 ChI'="i °^ r-L--���I}}1� a y °�li$ �'��o tb •l "t�n w l �n o�Q1 CS T _-mill T�° `'� ��ti ` � � o�OFKS al -III p a f¢d 90. 45C ma. IL 21 - w -- Ia a j ,�. 11=, s p n =m I� zs 'a§ :: � i - = JI B $ '� Q --- JItJ ' �I � g rgill �: • I � o a> o5p � . 'M- re II.-.rr�I mm 1 ' 010 (M) REGIS1. rF + r -aN�O r� LA 0 z m 0 01 <90 I m<,- i__ • PROPOS TEEL BUILDING for: by. HELDE'R MFG. a� �mE PHIL DECAN AND ORO PRODUCTS P.O. BOX 2446 ;• Ngo <OROVILLE CALIFORNIA (530)742-5257 BUTTE COUNTY •MARYSVILLE, CA. 95901 LA 0 z m 0 01 <90 I m<,- i__ • BaASE GRP I/4' M HOI sTRDwTw CABLE �---- WASK4 1/Y EYE00.T BRACE CABLE @ RIG"ID`" FRM. & RAFTER BMW" w ' 7CD2DWC BRACE ROD SHOE WA%" rur � i 1/2' EYEBOLT �1/4' DIA. NLN STRENGTH GNU BRACE CABLE CLP r BRACE CABLE C CORNER COLUMN 4GD2DWG r-- EAVE STRUT MAIN FRAME 1/2" DIA. MB'S. O O 0 0 O EAVE STRUT TO FRAME CONN IGDI.DWG tA--N-C�M?l ' CA.I.PH (S) IM DIA9'%8'%1/4' ANGT.E ATS DETAIL A 04DWC (12)`~1/2"`0IA: X325 -N---7 HIGH STRENGTH BOLTS — 8' COLut4 (2) 1/2'6. ON. PB' 4• TO -WA -14' ANGLE T0ANCHOR DETAIL B GIRT FIELD LOCATE BRACE CABLE ® RIGID FRM. (2) 9/16" DIA. HOLES I=DWG fJAMB 0 (4) 1/2' DIA. MB'S 10 JAMB TO GIRT CONN GIADWI S peCt fit- I r�15-c. Tta�1 r440Q,v k COLUMN ,7-1/2° DIA. MB'S. GIRL GIRT CLIP T TO COI �(8) 1/2' DIA. A3251 12" RAFTER HIGN RAFTER .STUNGTH-BOLTS " Co > O I 0 0 4 O 3' 0 O DETAIL C 304.0WG 12' COLUMN (2) I/2' 00.T9 BRACE CABLE Qv BRACE CABLE AA9RLBLY CORNE2,`L0.U'tV CORNER COLLM (2)1/2' BOLTS i BRACE CABLE ASSEMBLY BRACE CABLE CLP BRACE CABLE Cay CORNER COLUMN 2G92DWC GIRT CLIP - GIRT JAMB (4) 1/2' DIA. MB'S J GIRT TO JAMB CONN. GIRT 4GD3.DWG UMN CONN ' (3/16' PL. RAF DIA. A307 M'S (TYPICAL) r— 5'X16'X3/16' PL. 8'X9'X 3/16'. PL. BOTH SIDES (6) 1/2' DIA. MB'S DETAIL D 4D4.DWG PQCD I/2' DIA. A TYPICMAL E(AVE STRUT PIRW © BRACE CAME AS--VU.Y - P. — PUP -LIN ENDWALL RAFTER CORIJER C04lfl E!'D WALL RAFTER (2) I �Mk EN7WALL CRT A�3 1301 D A rB St 6+DWALL C0.Ut4 DvWALL ml ERNi<•1G CLP EQAr1rC CUP 2 12' DIA ACE CABLE ASSEI'BLY 0 O r8•S ... :.. ca m, TYPICAL POST AND BEA M CASE Y ENDWALL DETAILS = E4DWC " ' GIRT FIELD LOCATE BRACE CABLE ® RIGID FRM. (2) 9/16" DIA. HOLES I=DWG fJAMB 0 (4) 1/2' DIA. MB'S 10 JAMB TO GIRT CONN GIADWI S peCt fit- I r�15-c. Tta�1 r440Q,v k COLUMN ,7-1/2° DIA. MB'S. GIRL GIRT CLIP T TO COI �(8) 1/2' DIA. A3251 12" RAFTER HIGN RAFTER .STUNGTH-BOLTS " Co > O I 0 0 4 O 3' 0 O DETAIL C 304.0WG 12' COLUMN (2) I/2' 00.T9 BRACE CABLE Qv BRACE CABLE AA9RLBLY CORNE2,`L0.U'tV CORNER COLLM (2)1/2' BOLTS i BRACE CABLE ASSEMBLY BRACE CABLE CLP BRACE CABLE Cay CORNER COLUMN 2G92DWC GIRT CLIP - GIRT JAMB (4) 1/2' DIA. MB'S J GIRT TO JAMB CONN. GIRT 4GD3.DWG UMN CONN ' (3/16' PL. RAF DIA. A307 M'S (TYPICAL) r— 5'X16'X3/16' PL. 8'X9'X 3/16'. PL. BOTH SIDES (6) 1/2' DIA. MB'S DETAIL D 4D4.DWG PQCD © ► a - P. — PUP -LIN ENDWALL RAFTER Of J L O O O O 0 O L-WX8'0/16' FLAT PLATE (6) 1/2" DIA. A307 MB'S DETAIL E 5D4.DWG BUTTE UIL®IN �co a� O Lam, z�z d � TWO W U Q�-1W a O Ems- a0m COUNTY i * DIVISION Z®VE® J4 a BUTTE COL 05-15-2004 BUILDING DI® ELLIS APP.ROV I 5 DE a. 5 ."..R Building Permit Number: 0 q —/�' Z Z Owner Name: De'Ca rl Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, 0 H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: CD Z Z Owner Name: yv Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. 0 The following parcel map requirements shall be met: All structured equipment including ov9rhangs shall be clear of all easements. A setback of feet from the side and feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. M FLEE"�MOOQ Stone Creek Series Model 7663G W,77- 3 Bedrooms • 2 Baths • 2,654 Square Feet Al Fleetwood Homes of Oroville 2243 Feather River Blvd. Oroville, CA 95965 530-532-3301 Fax 530-532-3304 www.fleetwoodoroville.fhretailer.com Fleetwood Homes reserves the right to change colors, prices, specifications, models, dimensions and materials without notice. Rendering and diagrams are meant to be representative and, in keeping with Fleetwood's policy of constant updating and improvement, may vary from the actual home. NI dimensions are nominal and approximated. Square footage is measured from exterior wall to exterior wall, and is an approximate figure. Length indicated in floorplans is floor length only. The length of the hitch is not included. (Add four feet to arrive at transportable length.) Ask your retailer for specifics. PRICES AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. SC/31/NOV03 2. Assessor's Parcel Number: n -+ " C - Q(-, 1 3. Installer's Name: i (k1' 4. Is the site currently under permit? Yes[ ] No[;<J' Permit No. 5. Is the site an existing site? Yes[ ] Not.]— (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? -G' Amperes. 7. What is the mobilehome site circuit breaker rating? l Amperes. 8. What is the electrical rating of the mobilehome site?—Z S J Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] No[ ] If it is, what is the rating? 2-.6' c -I Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service r.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - .11. Type of gas service at mobilehome site: Natural[ ] PropancLIA. None[ ] 12. Size of Zas pipe at the mobilehome site from the meter or tank: 3 inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? (ft.). 14. What is the mobilehome gas demand? �26 B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION ry SLY May 1995 a.s Mobilehome Manufacturer: Manufacture Year: a�b4 C/-- If other than single wide, furnish Setup Model Number: .7 Width: v (ft.) Length: -L' Y (ft.) Tagalong or Expando Size (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS:. Wood pressure treated or foundation grade[ ] Other: SUPPORTS: Concrete block[ ] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes ind Location SINGLE WIDE -MULTI-WIDE Line 1 TLiwne 1 Line 2 s 2 MainDeansLige 2.........................................................................................2 Lae 1 3 Line 2 Main Beams ............................................................................................. Line 2 Eine 1 ................................................. 3 ' ll Ta w Triple e4 Cn� ,X l)&t Line 1 Piers: tl!�, � Size minimum. x Spacing maximum: I t` From ends -maximum ` Line 2 Piers: Size minimum: riv1 x 41. Spacing maximum: I ` 0 ` From ends-maximum1 ` Line 3 Roof Loads: Size minimum )�i x 36 Lx 3u Location (from front): I b , n'` 2' o`' Line 5 Roof Loads: Size minimum: z x U 13LLL; L 3 Location (from front): �, o a ' o " max,. 4 Y Line 1 Openings��- Size minimum: [ J x [ I Each side of openings with width over: ` Line 4 Piers: Size minimum: x Spacing maximum: ` From ends -maximum ` `i' x3o i.� 3o x3a -�Y�3 12-k201 Akf ctq�441 JyX�� yu3o l2X c OVER Jul -02-2004 01ATom From-FLEETW000 HSG GROUP 101111 724 T-120 P 001/001 F-911 XTr EAL 7F1EtT flr l�QFESSipv� EY DATE 7=��l - Rfdjr U )ojmT-"rm ' INC. DftIGN LOADI O L.1<sy F 3125 Myers St., Filwrtlde, OA $2503-5517 (10!1351-3900 LIVE rtF DEAD PIF Nom. C 123 j tECT10N WIND INF 13.23 � TITLE M ti� J,5 N� %'/C'' 3TAI•84 INCREAVE OF x�. FOR -04 4x 10 slow- •F a) j ,1,?w Ise, MAX Laic vnuxm BLOCK �1��r MI TAK ►OR TO It Us= WR GrMCITIJ<92--544 7- X 'A4 Lw�nn• s z.:.'' w�aD l�iJsh' O11 "� 77 �dam_. ,�3�i��'4 J '?-/rjx / 2� pyo us � Y►�i j7� `f' X l �- !`7, , . 1�7V: -DATE VY COMMIRM RKPRAiNC11D7NGINi9RIN0 PAGE NUMBERS �r' CAM N0. AIM 16.4.0Ix torn MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 13 WIDE -MULTIPLE SECTIONS �O l0 0 1 0 0 1 0 0 1 0 0, O 01 a 0 0; SECTION 'A'I 1 I I • 1 1 I 1 ;SECTION "B"--> 1 1 • i � ' 1 1---1 ■--r--�--t--;--wa-ay _ SECTION "C'T�" ■ MAIN BEAM FOOTINGS :00 ' C o ' o o' 01 0 PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no mon than one foot (1'-0" to edge of pier) from each comer of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. These tables determine the footing pad configuration and footing spacing along the main beams and perimeter of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you aro going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables. Main beam footing spacing table acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING , 8"X 16"X 4" PERIMETER FOOTING WOOD FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (in Feet) Dbl. rad Feetlng Triple rad Footing Twe DbI rad Ftng. Main Beam Size Main Boom Size Main Beam Size a- 10• 12' r 10• 12- r 10• 12' CONFIGURATION AND SPACING r r r a' 117 1r 1500 FOOTING CONFIGURATION 2000i' 10' 1r a' 10' 1r r 10' 1r 3000 i' 10' 1r r 10' 1r r 10' 1r 4000 a' 1a 1r r 1 10' 1r a' 10' 1r 4000 4000 r 10 1r a' 10' 1r r 10' F1Z_F r 10' 1r 1rxir Concrete rxlr Cenorete 2 x 12 x 2 Pad LL P" Pod rn 20 1000 SINGLE I DOUBLE SINGLE V-0- 1000 DOUBLE TRIPLE DOUBLE 20 r-0• SINGLE DOUBLE SINGLE SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 30 a.,0. 1500 SINGLE DOUBLE SINGLE 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE NIA DOUBLE 40 ' r-0• 1500 DOUBLE TRIPLE DOUBLE 2000 to SINGLE DOUBLE SINGLE 4 PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no mon than one foot (1'-0" to edge of pier) from each comer of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. These tables determine the footing pad configuration and footing spacing along the main beams and perimeter of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you aro going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables. Main beam footing spacing table acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING , 8"X 16"X 4" CONCRETE FOOTINGS WOOD FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (in Feet) Dbl. rad Feetlng Triple rad Footing Twe DbI rad Ftng. Main Beam Size Main Boom Size Main Beam Size a- 10• 12' r 10• 12- r 10• 12' 1000 r r r r r r a' 117 1r 1500 r r r a' 10' 1r a' 10' 1r 2000i' 10' 1r a' 10' 1r r 10' 1r 3000 i' 10' 1r r 10' 1r r 10' 1r 4000 a' 1a 1r r 1 10' 1r a' 10' 1r 16" X 16" X 4" CONCRETE FOOTINGS WOOD FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) DN. Rad Footing TriPie rad Footing Two Dbl rad Ftng. Main doom Size Main doom Size Main Beam Size r 10• 1r r 10• 1r1000 t• 10• 1r r 10• 1r r 10" 1r 1000 r 10' 1r r 10• 1r1500 r 10• 17 a' 10' 1r W"i a' 10' 1r a' 10' 1r 2000 2000 a' 10' 1r a' 10' 1r 3000 3000 r 10' 1r r 10' 1r 4000 4000 r 10 1r a' 10' 1r Multiple Section Installation Manual for WZ-1 Page 23 FLa OO 11111 C pyr4ht 0 = by FNahm"d E tw*doaa Ina 1� My4.mrxR" 2 X 12 X 24" WOOD FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) DW. rad Feodng Triple rad FwUng Two Drl rad I". Main Boom Size Main Beam Size Main Beam Size t• 10• 1r r 10• 1r r 10" 1r 1000 r r r r 10• 17 a' 10' 1r 1500 r VW r4• a' 10' 1r a' 10' 1r 2000 a' t0• 1r r 10' 1r a' 10' 1r 3000 r 10• 1r r 10' 1r r 10' 1r 4000 a' 10' 1r r 10' F1Z_F r 10' 1r Multiple Section Installation Manual for WZ-1 Page 23 FLa OO 11111 C pyr4ht 0 = by FNahm"d E tw*doaa Ina 1� My4.mrxR" MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 13 WIDE -MULTIPLE SECTIONS io ,o a o 0 1 a 0 1 0 0, a 01 a 0 o; SECTION "A" -- SECTION "B" I �■__r__♦__+__♦__ _■y VAMS SECTION "C" �; TPAIA ■- ; __♦--T__{__�_H ■ MAIN BEAM FOOTINGS .ao o o ' a o' o. ❑ PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that lint across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each comer of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. These tables determine the footing pad configuration and footing spacing along the main beams and perimeter of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you aro going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables. Main beam footing spacing table acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING I" PERIMETER FOOTING CONCRETE FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (In Feat) CONFIGURATION AND SPACING 4 a• I 1o" 12- r 10• 12• r 10• 12• FOOTING CONFIGURATION r r r a' 10' 1r 1500 a' r ! r 10 1r i' 10' 1r 2000 a' 10' 1r s' 10" 1r a' 10' 1r 15 0' 10' 1r 1rx1r Concrete rX1r C•ncrele 2 x 12 x 24' r 10'10' 1r PN PN weal Pad aR 20 1000 SINGLE DOUBLE SINGLE 6'-0- 1000 DOUBLE TRIPLE DOUBLE 20 r4r 1500 SINGLE DOUBLE SINGLE 2000 b SINGLE DOUBLE SINGLE 4000 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE SINGLE a' -o• 2000 to 4000 SINGLE DOUBLE SINGLE 1 00 DOUBLE N/A DOUBLE 4000 P2000 DOUBLE TRIPLE DOUBLE r4r to SINGLE DOUBLE SINGLE PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that lint across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each comer of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. These tables determine the footing pad configuration and footing spacing along the main beams and perimeter of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you aro going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables. Main beam footing spacing table acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING I" X 1i" X 4" CONCRETE FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (In Feat) MAXIMUM MAIN BEAM FOOTING SPACING (In Feat) Dbl. Pad Footing Triple Pal Footing Two Dbl Pad FN. Main Beam Size Main Beam Size Main ham Size a• I 1o" 12- r 10• 12• r 10• 12• l000 r a' r r r r a' 10' 1r 1500 a' r ! r 10 1r i' 10' 1r 2000 a' 10' 1r s' 10" 1r a' 10' 1r 3000 0' 10' 1r a' 10' 17 a' 10' 1r 4000 a' 10' 1r r 10'10' 1r 16" X 16"X 4" CONCRETE FOOTINGS WOOD FOOTINGS MAXIMUM MAIN BEAM FOOTING SPACING (In Feat) Dbl. Pal Footky TrIPI■ Pad Footing Two Dbl Pad Ftng. Main doom Size Main Beam Size Main doom Size A" 10" 12' r 10" 12" a• 10" 12" 1000 s' r a' r 10' 17 a' 10' 1r 1500 a' r a' a' 10' 1r a' 10' 1r 2000 s' 10' 17 a' 10' 1r a' 1o' 1r 3000 a' 10' 12* r 10' 1r a' 10' 1r 4000 s' 1 10' 1 1r r 10' 1r a' j 10' 1 12' Multiple Section Installation Manual for WZ-1 Page 23 FL ®D. C".yr*ht 0 WW ►y R"t&*W EnW"s " Inc. 2 X 12 X 24" WOOD FOOTINGS 3 A MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) DW. Pal Feotiry Triple Pal Footing Two Dbl Pal Ftna. Main Boom SW Main Boom Size Main Beam Size r 10' 1 12• r 10" 12- r 10• 12" loon r r r a' 1o' 1r a' 10' 1r 1500 a' r -r 9'4r a' 10' 1r a' 10' 1r 2000 s' 10' 1r s' 10' 1r a' 10' 1r 3000 a' 10' 17 r 10 1r a' 10' 1r 4000 i' 10' 1r r 1o' 1r a' to 1r Multiple Section Installation Manual for WZ-1 Page 23 FL ®D. C".yr*ht 0 WW ►y R"t&*W EnW"s " Inc. I. ^l 1C- --+ 11.10 rR rLttiwuuli WUUULRNO CA530 662 6425 TO FRC OR P.06/06 IRY-12-2004 WED 08:47 AM FLEETWOOD HOMES FAX N0. 360 225, 5069 P. 06 MRY 12 'e4 09=04 360 225 5069 Par,= aia ** TOTAL PAGE.06 ** ltl 0 CD0 R31 w w [x. 00 0 :.Xj 3 1 .V 1 L WIN lac RA4c J PATH 7" Ifi4 ?APE KW7 0■ PUAOc M noa ' pa NOIi � 11'-a' il'-i l 1p*,1i'-1 3/1' EGAfSi ��- 5 U j 4 � f .s s; E--ORD-0� 1. IA Wpn mq k wt n 4n uid i+ .�._ 2S0.1 S0. 11. ir3iw io■ •Nul l'>e itis i 1. Ad•.r it goAw Per d1w a Nrewi to Its ii iIICfMiFti'K dtxl iSr [•nl'quntint i t -' I LLAMIIY jaw r-, 131.6 S0. FT. rn W ITCH N wrt t ; AAIAAr �v IEDROD waEs O` 33c,U if *1 z —0 JJ 167.5 St) Ff_ i i i (� ►AA7RY �� A 10-4 I 3J 1 t4 1/1' S [cRess Q �ry� ; C_; 7 ��_s1 1NIN OOU tf3D0 E 13'-l0 3/1 i .X i s rUi1K I76a 1. iT. A r------- I� ------ � - � 107D0 1 t 1� -! 7fd ! � 1t ------- - n --- — -- --- - -- 7 7 I /app S 13'-9 1/4 7 al E 7 3 - A 4430 f 6'-i �• 1 �( I w 8 'S 7'-2' Jlio 1300 7 A 7'-n' 33 1 3300 1 Q ?'-f1' 33 ,� rl 001/ Q 3 °pop c 10'-4 1 V 33 Y •I ' �• 293.7 S0. Il. -,. 10900 TO 13'-J 1/1• j WE woom 3 lowt I C IJ.S.t so. ff. i 2t. :ICO 12 ° 14'-4 3/1'1 7 EyfRF ; ' c E • 6 i'-1!!' 33 Q 420D 13c GIESS 12'-i'Of--- I' -ti 1/ ------- S. ]r -i/7' 12A I/4' t �— S'-S'GK5 1300 IfJUlsih: SiaHtLt1CJ N0. SIZE DESCfi�11t1'I GIAZ VENT N0. SS2t 1 DES�Q T d 5t[ no. cf- sms. LECM. 1� um MRS" M flfflwoov 11n��: WOMAND - 31 J s 1 1 ■ V 110iA t t s S.7 A K ■ KJ MU- s SK`L'tr SiR!lY M (TiriMC (41,10 � ' CUSTOM fid ��1 � ] J 46 r S7 k 51lDCS ISS 7 S C 32 ■ al' 001T- t!}i1 FIlIUt[ AR SfNAE7 ►� � :Y-4�ifi'�•�15'-1'tji'-6' 4 24- ■ 40 v. 5t1Di:i 41 7 7 1 33,1 f0 rm - ''�i DRGP [MEOIQ11 11: SF411JN R�V 5 3D r M} i N. SLUR 6.0 ).2- Dl]itW a tct. iAM v S!�4rrW1STONECfcEEK 7 [i r 10 >< �IpR !! 5J 3i 4t ■ 5] Y. S;] 1 76630-114 1a1:I to /04-- s,(atual AiI G31C 7663G 11I 17' . 7iBarn . G __ 1■ i'—n- . 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Il. -,. 10900 TO 13'-J 1/1• j WE woom 3 lowt I C IJ.S.t so. ff. i 2t. :ICO 12 ° 14'-4 3/1'1 7 EyfRF ; ' c E • 6 i'-1!!' 33 Q 420D 13c GIESS 12'-i'Of--- I' -ti 1/ ------- S. ]r -i/7' 12A I/4' t �— S'-S'GK5 1300 IfJUlsih: SiaHtLt1CJ N0. SIZE DESCfi�11t1'I GIAZ VENT N0. SS2t 1 DES�Q T d 5t[ no. cf- sms. LECM. 1� um MRS" M flfflwoov 11n��: WOMAND - 31 J s 1 1 ■ V 110iA t t s S.7 A K ■ KJ MU- s SK`L'tr SiR!lY M (TiriMC (41,10 � ' CUSTOM fid ��1 � ] J 46 r S7 k 51lDCS ISS 7 S C 32 ■ al' 001T- t!}i1 FIlIUt[ AR SfNAE7 ►� � :Y-4�ifi'�•�15'-1'tji'-6' 4 24- ■ 40 v. 5t1Di:i 41 7 7 1 33,1 f0 rm - ''�i DRGP [MEOIQ11 11: SF411JN R�V 5 3D r M} i N. SLUR 6.0 ).2- Dl]itW a tct. iAM v S!�4rrW1STONECfcEEK 7 [i r 10 >< �IpR !! 5J 3i 4t ■ 5] Y. S;] 1 76630-114 1a1:I to /04-- s,(atual AiI G31C 7663G 11I 17' . 7iBarn . G __ 1■ i'—n- . Y'..f' Stn ] - P MAY -12-2004 WED 08:45 AM FLEETWOOD HOMES FAX NO. 360 225 5069 P. 02 MA 293.7 SO. FT. J. S:/ig•_g 3�1�� 53 � 176.3 SO. FT. UTION PANEL FLEECY MOOD GRILL/REG (4x10 Typ)W-292""M , luC, FRC ("LLE) ;bP [SALES LINE . ST 7663G-114 MLLE sw: 3/16' = 1'-( NOTE 12) '-0' (SEE NOTE 12) DEM FEE ADD 911 SW A—UWT ADD I I—LOFT WI McS FOR 9fl SV ADD 46x40 KIT REWORK KIT 00 FOR 46,4 REWORK CAM FOR CUST MST 36' RQM Am 32' COTTAGE DOOR F/R �E 3-46x58 PER PW F/R WIRi FOR 5 -FAN ADO OPT 4Ih Colt WIRE FOR FAu/ T ON IFA F/R INSULATE 2 WALLS (VOR—F/ ADD 4658 C8R EW ADD OPT 3D" DOOR U14-c/e ADO 24' DORMER FDS _., ADO ftf RATH F/R F N. 3fl LL 10 OL Rl�IAX. 300 o les SSb 285 290 .l tz ) wAuz TRIB POSTIM LBS LOAD N0, UPL 1300 2'-0' 33 6300 ug' 10 -� 4 1/8' 33 -8 18' 5 113003 8 1s'-10 3/4' 9 10700 4 8 17'-9 7/8" 9 8300 J5 B 13'-9 1/4' 7 4400 6 r 8 -Z" 33 1300 7 A 2'-0" 33 1300 8 B 2'-0` 33 6300 9 B 9,4 1/8 5 C 10'-4 ILO" 33 10900 - 11 I o 8 18'-3 1/4' 9 10900 11 B 18'-1 7/8' 9 8600 12 B 14'-4 3/40i 7 4200 138 6'-10" 337 C 6'-2' 4 1300 14 Cl - 2 On 33 2' BEARING STANDARD TITLE: WOODLAND - 31 CUSTOU FLOOR PLAN I 013'-4'x66'-8' &Y-466'4' Q13' -4"x66' -a' oRaM Erf- SHAUN DAM 4/27/04 STO NECREEK wERA 76633 .1 r x 0 Z W cn SH 1 1 _ r OF i' REV MAY 12 '04 09:03 360 225 5069 PAGE'_R7 CDF FIRE SAFE REQUIREMENTS 027-070-061 BP -04-1622 Dec4inn PERMIT # NAME APw Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail -ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures 1273.07 (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] 2. the length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 tnrequired, the have minimum turning radius adius of 40 fee from center of he road. [X] 1273.05 Turnouts. Shall be aminimum h end feet wide and 30 feet long with a minimum 25 foot taper n e inimum 1 [X] 1270.10 Width. All ifittraffic lane and unobstructed vertical clearanceof 15 feet along its entire length. [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.11 Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3 Where a one-way road with a entrance, a 50 foot turning radius shall be trafficle lane provides be used. CDF FIRE SAFE REQUIREMENTS 027-070-061 BP -04-1622 Decann AP* PERMIT # NAME Fuel Modification 1276.01 Setback for Structure Defensible Space [X] 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [X] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed Eaves [ ] If Building Setback is less Than 15 Feet — Class A or B roof with enclosed Eaves and: Choose any 2 of the following: Metal or no doors on side toward property line with insufficient setback Interior automatic sprinkler system per NFPA 13D Glass area not to exceed 10% of wall area toward property line with insufficient setback Siding from the following list: Stucco — 3 coat Hardi-Board or Plank Masonry Masonry Veneer Metal Other Butte county Fire Department approved materials Date signsfure 2 SITE PLAN .. __ ........... __ ..- _. ... .. _ .. ...... ..... .. a- q- i� _ ;}. Q�v��� 1 ;r - ..:....:. .:.. ...._.:_... 7 T7,bF - 0 - - - - - Lam..! s zNy ... ............. :......:............... l .�—r- ---............ .. .. .. . _ . _ ... .. 4: TE: ...................... __ �. - ,. h L! •r-.. »a- , �• �1 i .. .. ........................ T att .. _.... ..-.....,.. .. _.. .. .. .. .......... .. .......... .. , �. ,.. _.:.. s _ w ...." ._ <._..._....__>.....< . .. .. _. _ 7... _.c ...... ._.-. .-_.. .. . _ ......... .. .. _ ... ............ ' .. .1 ,... ..-...._ . .:._ _..:.. .. .. ". � �\: �.�, �►. � "fir "'T-- .! s t - ,,,,.. •_ ;, .. _. .. "". .. :.. J .1 ... ._Y.1 ... , .................. -. - - �� 1 - .. .. V a • t Fly Y _. .. .. .. ._ - z . ._ ." .. . ..."................ . .... ...:.. ..:....:. ":.. _.:....:_ .:. •foo �. � .. ............................... .. ."................. ... __ _. ." _. .. .. .. .. .. ......... .... ..>....< ..:.. _.:..<......:".. .:_..<....: ....:_ .<.. .. '.. -Z a..................... .. I Z 41 `.... Z 3 . . . . . . . . . . .. A, UM . . . . . . . . . . : •.....,......}.....r...........-}.....:......:......}......:......:..... _. 1h /.- 4 _. .. .. .. .. ... ........r..>_.. ... .. ...............`'•,r� .r= .................................. _ ... ...........:.......................................... . .. ... _. ._ .. .. :. ... ....:".....:......."...:."_...;........... .. ............. _.. ......_......................... .................".. PROVIDE FOR ALL f, T TF FOR OFFICE USE ON Y Assessor's Parcel Number. ❑ � 0 — ❑ 101 — ©© Scale: l" = �� - d > ADJACENT PARCELS Owner Name Address/ Phone No. Site Location 0, N1' H-IAr4rJ— Contact: name s c ry iv phone �� -. 3 a� _ .�r - �' ,- --- Od�Yw Zi„ ]t70] Zoning: r SIZE (AC): General Plan Desig: ZONING: Size, Acres GEN PLAN: 4.00 - -- - -_ _'USES------ _ - SITE FLAN .. ......._ :.. ...:........................... ..... .. .. } CA94r, 1� .... ` .dam ��r5 ............... ......_........... ....... :..... ... _ .. .�-..,;.. ............ .. .. ............. ... •r:• is .................. .. .. ............ .. .. .. �,1..:....;.. >: ...... .. ...... �.. - i ............. ........... }: y .x b . ,�ycW1 .........:....:...< ......... : B =.......................... ................... .. ................... . .. .. -... ........................... .... ..... 1 s R ............... . • . .- ... .. .. ... .. .._.. _... .. ............ ............ r^> .. ... .. .............. . ..........:. .. .. .. .................... ...... ... =. .. .. bZ?.. Q. — - P�/.. A A 4 ,a= — . .. .. .. . .-......'...........:......:. :............:.....:.... :..... - 1 .. = t t _ -1 r: t i ... ....... \. .. ........... .. .. ...................... ........ .ti- - - rE',a _ ... : :l .. .. ... .. :z :.....:. ... _. : .. • ............... ..........:.. ...... .01 ..............•-.................... ... .........._.......... _.. .. .. .. ............ . .... �❑� Use- �. � :Dafen - .. .. .. ........ r f 3 v �. : .. i .. ..................... .. Oftr ............ .. ..�gn�iUre;�t' Ifs, � �r � �a� . .. .. .. .. ............. .. .. .. ............. .. ............. .. ........... ... .... .............. ... .. .. �. .. n� 'y•-• ...................... �... .. .. ... .. .. ... .. .. ... Assessor's Parcel Number. ❑ 0 ❑7 — ❑ ®[] — ❑4 © © Scale: 1" Owner Name cls %vim ( L 1) Address / Phone No. - ��O - 3515 - 3(:�2 Site Location C ANrJ CpU-r � oz� S�o1 - ;30 I 112'F (1- Sf116 Contact: Name+ Phonepcc.�.,z, 71103 FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: _ USES: 3/8" APA RATED SIDING 8d NAILS O 6" O.C. RIM JOIST DINT 8d NAILS ® 4" O.C. 2X FRAMING MIN. 14" LONG OR SOLID BLOCKING REQ'D. 5/16" HARDIPANEL WITH 8D z 1/2" DIA. ANCHOR BOLTS ® 6" O.C. EDGE ac FIELD NAILED O 48" O.C. 5" MIN. EMBED. ON 2X FRAMING O 16" O.C. _ (1) WITHIN 12" OF EACH END 2X2X3/16" WASHER 0D OF EACH PIECE/ SPLICE 8d NAILS ® 6' O.C. 2X P.T.S._ 6" STEMWALL i� —�I.� =111111111111 •.' N #4 REBAR CONTINUOUS = 111 12" MOBILE HOME ANCHORAGE TRIPLE WIDE GABLE END CRIPPLE WALL APPLICATION WOOD SPACER PLATE x BETWEEN BLOCKS iv m < AS REQ'D. 4" MIN. MOBILE HOME I -BEAM WOOD SHIM 2X8 P.T. PLATE 8X8X16 STACKED BLOCK do SPACING PER PLAN ,�--- =Illi Z ti•• �4 • IIII_ ,, T111_ CLASS II AGG. BASE 2X12 P.T.S. OPTIONAL- BLOCK FOOTING 2-16d NAILS 2X6 TREATED PLATE OR REDWOOD 2X2X3/16" WASHEF TYPICAL FOUNDATION CRIPPLE WALL FRAMING UNDISTURBED SOIL OUTRIGGER 4 D.F.#2 a 16" O.C. 3/8" CDX/T-111 SIDING W/ 3/8 THICKNESS MIN. O GROOVE W/ 8d O 6" O.C. 1l2" DIA.X 10" A.B. 6 -0" O.C. IN SIDEWALLS do AS NOTED IN ENDWALLS. MIN. 2 BOLTS PER PIECE do 12" MAX. FROM CORNERS ac SPLICES RIM JOIST 2X2X3/16" WASHER - 2X P.T.S. LZ C NTINUOUS 3/8" APA RATED SIDING 8d NAILS O 6" O.C. r--SIMPSON LTP4's A 36" O.C. 1/2- DIA. ANCHOR BOLTS O 48" O.C. 5" MIN. EMBED. (1) WITHIN 12" OF EACH END OF EACH PIECE/ SPLICE 4 REBAR 0 00 TOP & BOTTOM I \ , :.� T 6" STEMWALL '* UNDISTURBED SOIL " fill ,..:' 11111111--1111-1111-- _-1111=1111 12" MOBILE HOME ANCHORAGE TRIPLE WIDE GABLE END STEM WALL APPLICATION RIM JOIST ---�.� 2X2X3/16" WASHER - 2X P.T.S. z_ #4 REBAR CONTINUOUS co TOP ac BOTTOM i6" STEMWALL _ 3/8" APA RATED SIDING 8d NAILS O 6" O.C. i—SIMPSON LTP4's 0 60" O.C. 1/2" DIA. ANCHOR BOLTS ®6 O.C. 5" MIN. EMBED. (1) WITHIN 12" OF EACH END OF EACH PIECE/ SPLICE UNDISTURBED SOIL N �.��, � ,�Y: 11111111111= II=1111= -1111=111{- 1111=1T=1111= 12" MOBILE HOME ANCHORAGE BEARING WALL STEM WALL APPLICATION I -BEAM OR CHANNEL - 1/2 HANNEL1/2" DIA.X 10" ANCHOR BOLTS W/ 2X"X3/16" WASHER 0 42" O.C. Z 2X P.T.S. co #4 REBAR CONTINUOUS I TOP & BOTTOM H Z m't J m 0 -t wl J � 0 2. EXTERIOR SIDING FOUNDATION WALL SHTG. SHALL LAP OVER FLOOR JOINT IJOISTS 1 1/2- MIN. 3/8" CDX OR T-111 SIDING W/ 5/16" MIN, 0 GROOVE W/ 8d O 3" O.C. 2X6 NAILER BOLTED TO I -BEAM W/ 3/8" DIA. MB. m 24" O.C. 8d NAILS ® 3"O.C. TYP. PROVIDE#4 BAR VERT. O I32" O.C. IF STEM HEIGHT IS GREATER THAN 18" GRADE i I-'1111--1111=1111= X11=1111-Iili- =1111=1111= ENDWALL SECTION (ALTERNATE) COACH SIDEWALL OR ENDWALL SEE CONCRETE FOOTINGS FOR TYPICAL CONSTRUCTION --- 1 M ! Z #4 BAR O 32" O.C. VERT. W/ sA cO #4 BAR CONT. O TOP (_1111 8X8X16 CMU SOLID GROUT {111 MASONRY. MAX. 5 BLOC .— N HIGH 6"X 12" CONT. FOOTING — W/ #4 BAR CONT. _ —12" MASONRY BLOCK STEM FT'G. (ALTERNATE) NOTE: ALL DETAILS FOR CONCRETE STEM FOOTINGS ARE APPLICABLE TO THE MASONRY ALTERNATE, U.N.O. fi 18"X24" CRAWL HOLE UNDERFLOOR ACCESS 1 MIN. REQ'D. IER SPACING AS PER INTERIOR IER LINE ® TRIPPLE WIDE OPTION PIER SPACING AS PER INTERIOR PIER LINE ® TRIPPLE WIDE OPTIO — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -�\ \ r \ \ 1 24"X18" CRAWL HOLE \ UNDERFLOOR ACCESS MOBILE HIOME I -BEAM \ \ \ Li ILI Li Li Li 11 w N WT_ % —PROVIDE 50' MIN. OF PERFORATED DRAIN PIPE INTO TYPICAL SEPTIC TYPE LEACH TRENCH. VERIFY SOIL CONDITIONS. OPTION DRAIN TO DATLIGHT W/MIN. SLOPE OF 1/4" TO 12" RECESSED FOUNDATION INTERIOR PIER LINE WITH +1 CONDITION. I PIER BLOCKING SIZE ac 8d NAILS O 6" O.C. RIM JOIST " OINT FRENCH DRAIN (40' MIN.) ( 8d NAILS ® 6" O.C. 2X FRAMING MIN. 14" LONG L` I SPECIFICATIONS. 5/16" HARDIPANEL WITH OR SOLID BLOCKING REQ'D. O ' U N O O Sd NAILS O 6" O.C. EDGE z 1 /2" DIA. ANCHOR BOLTS � OUTLET TO BE NAILED, 12" O.C. FIELD NAILED O 6' O.C. 5" MIN. EMBED. J ON 2X FRAMING ® 16" O.C. _ (1) WITHIN 12" OF EACH END O 2X2X3/16" WASHER 0D OF EACH PIECE/ SPLICE 8d NAILS ®6' O.C. THAN 2X P.T.S. 6" STEMWALL • •M• to_ - =111111111111...' 1 N #4 REBAR CONTINUOUS =III uI 12" MOBILE HOME ANCHORAGE BEARING WALL CRIPPLE WALL APPLICATION I WOOD SPACER PLATE x BETWEEN BLOCKS iv m < AS REQ'D. 4" MIN. MOBILE HOME I -BEAM WOOD SHIM 2X8 P.T. PLATE 8X8X16 STACKED BLOCK do SPACING PER PLAN ,�--- =Illi Z ti•• �4 • IIII_ ,, T111_ CLASS II AGG. BASE 2X12 P.T.S. OPTIONAL- BLOCK FOOTING 2-16d NAILS 2X6 TREATED PLATE OR REDWOOD 2X2X3/16" WASHEF TYPICAL FOUNDATION CRIPPLE WALL FRAMING UNDISTURBED SOIL OUTRIGGER 4 D.F.#2 a 16" O.C. 3/8" CDX/T-111 SIDING W/ 3/8 THICKNESS MIN. O GROOVE W/ 8d O 6" O.C. 1l2" DIA.X 10" A.B. 6 -0" O.C. IN SIDEWALLS do AS NOTED IN ENDWALLS. MIN. 2 BOLTS PER PIECE do 12" MAX. FROM CORNERS ac SPLICES RIM JOIST 2X2X3/16" WASHER - 2X P.T.S. LZ C NTINUOUS 3/8" APA RATED SIDING 8d NAILS O 6" O.C. r--SIMPSON LTP4's A 36" O.C. 1/2- DIA. ANCHOR BOLTS O 48" O.C. 5" MIN. EMBED. (1) WITHIN 12" OF EACH END OF EACH PIECE/ SPLICE 4 REBAR 0 00 TOP & BOTTOM I \ , :.� T 6" STEMWALL '* UNDISTURBED SOIL " fill ,..:' 11111111--1111-1111-- _-1111=1111 12" MOBILE HOME ANCHORAGE TRIPLE WIDE GABLE END STEM WALL APPLICATION RIM JOIST ---�.� 2X2X3/16" WASHER - 2X P.T.S. z_ #4 REBAR CONTINUOUS co TOP ac BOTTOM i6" STEMWALL _ 3/8" APA RATED SIDING 8d NAILS O 6" O.C. i—SIMPSON LTP4's 0 60" O.C. 1/2" DIA. ANCHOR BOLTS ®6 O.C. 5" MIN. EMBED. (1) WITHIN 12" OF EACH END OF EACH PIECE/ SPLICE UNDISTURBED SOIL N �.��, � ,�Y: 11111111111= II=1111= -1111=111{- 1111=1T=1111= 12" MOBILE HOME ANCHORAGE BEARING WALL STEM WALL APPLICATION I -BEAM OR CHANNEL - 1/2 HANNEL1/2" DIA.X 10" ANCHOR BOLTS W/ 2X"X3/16" WASHER 0 42" O.C. Z 2X P.T.S. co #4 REBAR CONTINUOUS I TOP & BOTTOM H Z m't J m 0 -t wl J � 0 2. EXTERIOR SIDING FOUNDATION WALL SHTG. SHALL LAP OVER FLOOR JOINT IJOISTS 1 1/2- MIN. 3/8" CDX OR T-111 SIDING W/ 5/16" MIN, 0 GROOVE W/ 8d O 3" O.C. 2X6 NAILER BOLTED TO I -BEAM W/ 3/8" DIA. MB. m 24" O.C. 8d NAILS ® 3"O.C. TYP. PROVIDE#4 BAR VERT. O I32" O.C. IF STEM HEIGHT IS GREATER THAN 18" GRADE i I-'1111--1111=1111= X11=1111-Iili- =1111=1111= ENDWALL SECTION (ALTERNATE) COACH SIDEWALL OR ENDWALL SEE CONCRETE FOOTINGS FOR TYPICAL CONSTRUCTION --- 1 M ! Z #4 BAR O 32" O.C. VERT. W/ sA cO #4 BAR CONT. O TOP (_1111 8X8X16 CMU SOLID GROUT {111 MASONRY. MAX. 5 BLOC .— N HIGH 6"X 12" CONT. FOOTING — W/ #4 BAR CONT. _ —12" MASONRY BLOCK STEM FT'G. (ALTERNATE) NOTE: ALL DETAILS FOR CONCRETE STEM FOOTINGS ARE APPLICABLE TO THE MASONRY ALTERNATE, U.N.O. fi 18"X24" CRAWL HOLE UNDERFLOOR ACCESS 1 MIN. REQ'D. IER SPACING AS PER INTERIOR IER LINE ® TRIPPLE WIDE OPTION PIER SPACING AS PER INTERIOR PIER LINE ® TRIPPLE WIDE OPTIO — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -�\ \ r \ \ 1 24"X18" CRAWL HOLE \ UNDERFLOOR ACCESS MOBILE HIOME I -BEAM \ \ \ Li ILI Li Li Li 11 w N WT_ % —PROVIDE 50' MIN. OF PERFORATED DRAIN PIPE INTO TYPICAL SEPTIC TYPE LEACH TRENCH. VERIFY SOIL CONDITIONS. OPTION DRAIN TO DATLIGHT W/MIN. SLOPE OF 1/4" TO 12" RECESSED FOUNDATION INTERIOR PIER LINE WITH +1 CONDITION. FOUNDATION PLAN NOT TO SCALE NOTES 1.) kLL WORK SHALL BE IN CONFORMANCE W/ALL APPLICABLE CODES LA16, AND LOCAL ORDINANCES. 2.) OVERALL MOBILE HOME FOUNDATION HEIGHT NOT TO EXCEED 5'-0" ABOVE GRADE U.N.O. 3.) ALL CONCRETE F'c 2500 PSI ® 28 DAYS. GROE 40 REBAR MIN. 4.) SEISMIC ZONE 1, 2, ac 3. 5.) WIND PRESSURE 75 MPH. EXPOSURE "C". 6.) SOIL PRESSURE IS 1000 PSF ALLOWABLE TH( COACH WALL MAY EXTEND TO A MAXIMUM OF 48" ABOVE GRADE FOI 25 PERCENT OF THE PERIMETER PROVIDED THAT THE VERTICAL STEEL IS PLACED ® 24" O.C. SPACING AND A #4 BAR HORIZONTAL IS PLACED AT THE MID -HEIGHT OF THE WALL. THE INTERIOR PIER BLOCKS SHALL NOT EXCEED 36" IN THE HEIGHT ABOVE INTERIOR GRADE. 1 1. Z PURLIN OUTRIGGER CONDITION W/ MH. FLOOR JOIST PARALLEL TO LENGTH OF COACH 2X6 FLOOR JOISTS O TRIM BOARD PARALLEL CONDITION I Li CONCRETE STEM FOOTING OR MASONRY BLOCK — STEM FT'G. ALTERM ATE GRADE i0 Z • � kAND #4 BAR VERT. O 24O.C.-�f4 REBAR IF STEM IS OVCER 18" ABOVEac B CONT.GRADE ® 24" O.C. AX. SPACING STEEL I -BEAM SUDFRAME N Z_ IIII MIM illlIIIIIIII 1M=9= ' '', - IIIIIM IIII SECTION A -A 7.) THIS FOUNDATION SYSTEM MAY BE USED AS A CONVENTIOAL RAISED FLOOR FOUNDATION IF USED AS A RAISED FLOOR SYSTEM. THE FRENCH DRAIN IS NOT REQUIRED. (RAISED FLOOR SYSTEM MEANS TK THE INTERIOR GRADE IS THE SAME AS THE EXTERIOR GRADE. 8.) GRADE 40 REBAR MIN. LAP SPLICES 20". 9.) VERIFY FROST LINE REQUIREMENTS, FOOTINGS SHALL EXTEND 12" BELOW THE FROST LINE. 10.) INSTALATION- PER MANUFACTURERES MATELINE PIER FOOTiNG SCHEDULE. MATING LINE I DBL. 2X85 I Z PURLIN OUTRIGGER O CONDITION W/ MH. FLOOR JOIST PARALLEL TO LENGTH OF COACH 2X6 FL60R JOIST PERPENDICULAR CONDITION TRIM BOARD I PIER BLOCKING SIZE ac J " SPACING PER MANUF. FRENCH DRAIN (40' MIN.) ( i Q U `— � O I o O L` I SPECIFICATIONS. Ld m �> O ' U N O O Z 0 = � OUTLET TO BE Q J m O THAN 1 Li Li uI BOTTOM OF FRENCH I I`= 1 DRAIN TRENCH. 11 I Ll I .33 -SO. x 18 -DP v —1 30"SQ. x 18"DP r CONC. FOOTING I I CONC. FOOTING I ( IIU I U Li I Li Li MATE LINE PIER SIZE, NUMBER AND GRADE TO DRAIN II I I 1 . SPACING PER MOBILE HOME TO FRENCH DRAINr_ IIN I II I MANUFACTURERLi I I I IILi L Li Li Li Li\\_� II 1 I 30"SQ. x 18"DP MOBILE HOME I -BEAM TYPICAL OF 4 r. J CONC. FOOTING I I 1 1'4" 33"SQ. x 18"DP CONC. FOOTING II II II II II i FOOTING SHALL I INTERIOR is OUTSIDE I I FOLLOW PERIMETERI 1 I LINES R MANUF. EXTERIOR STEM ®TRIPPLE WIDE I OF COACH IN THE EVENT THAT THE I RPIER EQUIREMENTS COAI CNOT EEQUAL. IIH IINGTHS II ARE Li Li Li Li Li H II II II ll---------------------------------------------------------------JJ FOUNDATION PLAN NOT TO SCALE NOTES 1.) kLL WORK SHALL BE IN CONFORMANCE W/ALL APPLICABLE CODES LA16, AND LOCAL ORDINANCES. 2.) OVERALL MOBILE HOME FOUNDATION HEIGHT NOT TO EXCEED 5'-0" ABOVE GRADE U.N.O. 3.) ALL CONCRETE F'c 2500 PSI ® 28 DAYS. GROE 40 REBAR MIN. 4.) SEISMIC ZONE 1, 2, ac 3. 5.) WIND PRESSURE 75 MPH. EXPOSURE "C". 6.) SOIL PRESSURE IS 1000 PSF ALLOWABLE TH( COACH WALL MAY EXTEND TO A MAXIMUM OF 48" ABOVE GRADE FOI 25 PERCENT OF THE PERIMETER PROVIDED THAT THE VERTICAL STEEL IS PLACED ® 24" O.C. SPACING AND A #4 BAR HORIZONTAL IS PLACED AT THE MID -HEIGHT OF THE WALL. THE INTERIOR PIER BLOCKS SHALL NOT EXCEED 36" IN THE HEIGHT ABOVE INTERIOR GRADE. 1 1. Z PURLIN OUTRIGGER CONDITION W/ MH. FLOOR JOIST PARALLEL TO LENGTH OF COACH 2X6 FLOOR JOISTS O TRIM BOARD PARALLEL CONDITION I Li CONCRETE STEM FOOTING OR MASONRY BLOCK — STEM FT'G. ALTERM ATE GRADE i0 Z • � kAND #4 BAR VERT. O 24O.C.-�f4 REBAR IF STEM IS OVCER 18" ABOVEac B CONT.GRADE ® 24" O.C. AX. SPACING STEEL I -BEAM SUDFRAME N Z_ IIII MIM illlIIIIIIII 1M=9= ' '', - IIIIIM IIII SECTION A -A 7.) THIS FOUNDATION SYSTEM MAY BE USED AS A CONVENTIOAL RAISED FLOOR FOUNDATION IF USED AS A RAISED FLOOR SYSTEM. THE FRENCH DRAIN IS NOT REQUIRED. (RAISED FLOOR SYSTEM MEANS TK THE INTERIOR GRADE IS THE SAME AS THE EXTERIOR GRADE. 8.) GRADE 40 REBAR MIN. LAP SPLICES 20". 9.) VERIFY FROST LINE REQUIREMENTS, FOOTINGS SHALL EXTEND 12" BELOW THE FROST LINE. 10.) INSTALATION- PER MANUFACTURERES MATELINE PIER FOOTiNG SCHEDULE. MATING LINE I DBL. 2X85 I Z PURLIN OUTRIGGER O CONDITION W/ MH. FLOOR JOIST PARALLEL TO LENGTH OF COACH 2X6 FL60R JOIST PERPENDICULAR CONDITION TRIM BOARD DATE; 5-25-04 SCALE: NO SCALE JOB, DelCann 17" MIN. WITHOUT SOLID BLOCKING . o, 2X8 P.T. PLATE .� FES GRADE NOISTURSED SOIL 111=1HI =1 I IIII =III =1111 _ =III +� — m1__ __tib __mT__ __ .:� _ _=1111=IIII II II NO IIII III IIII "'I _IIII= •. _ 1 — 4 REBAR_ f.. C 60924 III — I —IIII = 1111 Tac B CONT. _IIII_ II 30" TYP., 7T�0 CIVIL 4" DIA. DRAIN PIPE FCALIFO DOUBLE INTElRLOCKED 12"X12" TROUGH W/ 1"BU u��' 8X8X16 BLOCK MATE EACH ROCK do PERFORATED `E p -1��! LINE PIER W// FOOTING RAIN (® RECESSES FOUNDATION 'AUILDIN V i� PMR j NAE PAD AS PER FOUNDA- � � � F1�- TiON PLAN NOTE: SHEET #t THIS PLAN MAY BE USED FOR A RECESSED CONCRETE STEM, WOOD STEM, RAISED CON- � 0 CRETE STEM, OR ANY COMBINATION OF THE ABOVE. . l Z J CL v -Q •V) � Z O ~Q o Z o Q U `— � O I o O L` N Ld m �> O ' U N O O Z 0 = � W Q J m O DATE; 5-25-04 SCALE: NO SCALE JOB, DelCann 17" MIN. WITHOUT SOLID BLOCKING . o, 2X8 P.T. PLATE .� FES GRADE NOISTURSED SOIL 111=1HI =1 I IIII =III =1111 _ =III +� — m1__ __tib __mT__ __ .:� _ _=1111=IIII II II NO IIII III IIII "'I _IIII= •. _ 1 — 4 REBAR_ f.. C 60924 III — I —IIII = 1111 Tac B CONT. _IIII_ II 30" TYP., 7T�0 CIVIL 4" DIA. DRAIN PIPE FCALIFO DOUBLE INTElRLOCKED 12"X12" TROUGH W/ 1"BU u��' 8X8X16 BLOCK MATE EACH ROCK do PERFORATED `E p -1��! LINE PIER W// FOOTING RAIN (® RECESSES FOUNDATION 'AUILDIN V i� PMR j NAE PAD AS PER FOUNDA- � � � F1�- TiON PLAN NOTE: SHEET #t THIS PLAN MAY BE USED FOR A RECESSED CONCRETE STEM, WOOD STEM, RAISED CON- � 0 CRETE STEM, OR ANY COMBINATION OF THE ABOVE. . l