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068-030-010
RESIDENTIAL 068-030-016 PERMIT#CL!p STARR, John & Belinda 4 253 Ward ,Blvd., O'roville' Conv ex Ag Bldg to Pvt Stg 9 — JOB FINALED (Date) — Signature Z' V OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (Single, &, Duplex) - - = Date UNDERFLOOR (Plans) OK except ft's Date FRAMING (Continued) 1. Zoning -Setbacks -Easements Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth I 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped I 6a. Hold Downs and Special Anchors Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ti•s 22. Fixture & Transformer Clearance -Ins. Protection ----------------------- -------------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors -------- ----------------------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled -------- ---------------------------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ----------- --------------------------------------------------------------- 26. Equip. Ground made 'up w!Mech. Fastners-Bond Gas & Water ------------ --------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI --------------------------------------------- 28. Subfeed Wire Sizer ga. Cu or AI-A.C. Wire Size ! ga Cu or At ----------------------------------------------------- ----------------------------- 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral O Yes 0 No ----------------------------------------------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ------------- - ----------------------------------------- 31. Equip Clearances Panels-Motors-Mech. Equip. ----------------------------------------------------------------------- - 32. Clothes Closet Light -Shower -Light -Spa Light -- 33. Smoke Detector -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ------------------ --------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ti's 34. A.C. Ducts Insulation & Support ------------ ------------------------------------------------------------------- 35. Vent Fan: Exhaust above insulation -------------------------------------------------------- 36. Condensate Drain & Overflow: Size & Grade ---- 37. Furnance-Vent: Access -Comb Air -Return Air Vent -115 outlet ------------- ---------------------------------------------------------------- 38. Attic -Access-&. Platform if Furnance in Attic ----------------------- ------------------------------------ Date -------------------------------- Date Card B-1 Date Card B-1 - ----------------------------------------------------------------------------- Date Card B-1 Date Card B -1 - Date FRAMING (Plans) OK except a's 39. Sils. Proper Material & Anchors ------ --------------------------------------------- 40. -------------------------------------------40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------------------------------------------------------ - ---------------------------- 41 --------- -------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing ---------- -------------------------------- --------------------------- 42. Draft Stop in Walls- (rat proof) ------------ ---------------------------------------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ---------------- ------------- - Headers & Beam -Size & Bearing 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties -Pu rlin-roof Brac-Truss-Shthng.-Ring. ---- 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 50. Garage Fire Protection Framing _ 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. _Stairs; Width -Headroom-Rise-Run-Landing- Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ----------------------- 55. -Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic -------------------- 58. Shear Walls: Nailing -Bolts 59. -Insulation -Walls -Ceilings ------------ 60. Infiltration -Walls -Windows ---- ------------------------------- Date Card B-1 Date •Card B-1 ----------------------------- -- Date Card 3-1 Date Card B-1 Date FINAL (Plans) OK except ti's ' 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector -------------------- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection ---------------------- 64. ---64. Bedroom Exiting ---------------------------- ---- 65. G.F.I. & Bath Fixtures & Tub Access -Spa -------- 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ----------------- 67. Stairs & Rails ------------ 68. Fireplace or Stove Clearances -Hearth - - - - ----------------------- - 69. Elec. Outlets at Wood Panel: Int. & Ext. --------------- ------------------------------ 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door: Swing -Landing -Closer ------------------------------- -------------- - - 73.-- A.C.-Duct in -Garage-Damper-- ------- --------------------- ---- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. - In Garage: Above Floor-Mech. Protection 75. Plb.. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ---------------------------------- --- 77. Insulation -Foam -Looked in Attic 0 Yes 78. Guard Rails & Deck Construction -Post Caps ---------------------------------------- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes --------------------------------- 80. -------------------------------80. Following instld.: Drive ❑ Yes O No: Walks 0 Yes 0 No: Planters ❑ Yes ❑ No ------------------------ - ----------------- ---- 81. Stucco_Brown_Fi---- ----- 82. A.C. Unit: Disconnect. Electrical, Plumbing - ----------------------------------- --------- -- p --- 83. Vents Above Roof: Plb A liance-Fire lace. -Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing ------------------------------ 85. ------------- -------- ------85. Exterior Elec. Trim: G.F.I. Receptacle -Underground 86. Ventilation Throughout House -------------------------------------- - 87. Glass Protection ...... ------- 88. - ------- ------- 88. Corrections from Previous Inspections - - - - - - -------------------- ------------------------------- 89. Gas Test -Meters Tagged; Gas -Electric ------------- ----------------------------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval ---------------------------------- 91. Energy Compliance Certificate -Other Certificates ------------------------------------------- -- 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: 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 -Anchor -Regulator -Service Test 12. Electric: Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit).OK except ti's ------------------- -------- 16. Water Htr.: Vent -Access -Combustion Air -Baffle ------------------------------- 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ----------------- -------- ------------------------------------- Date ------- ---- - ------------------ 19. Shower Pan: Test. First Floor -Tub Access ------------ 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe: Size & Anchors -------------- ------------- - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ti•s 22. Fixture & Transformer Clearance -Ins. Protection ----------------------- -------------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors -------- ----------------------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled -------- ---------------------------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ----------- --------------------------------------------------------------- 26. Equip. Ground made 'up w!Mech. Fastners-Bond Gas & Water ------------ --------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI --------------------------------------------- 28. Subfeed Wire Sizer ga. Cu or AI-A.C. Wire Size ! ga Cu or At ----------------------------------------------------- ----------------------------- 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral O Yes 0 No ----------------------------------------------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ------------- - ----------------------------------------- 31. Equip Clearances Panels-Motors-Mech. Equip. ----------------------------------------------------------------------- - 32. Clothes Closet Light -Shower -Light -Spa Light -- 33. Smoke Detector -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ------------------ --------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ti's 34. A.C. Ducts Insulation & Support ------------ ------------------------------------------------------------------- 35. Vent Fan: Exhaust above insulation -------------------------------------------------------- 36. Condensate Drain & Overflow: Size & Grade ---- 37. Furnance-Vent: Access -Comb Air -Return Air Vent -115 outlet ------------- ---------------------------------------------------------------- 38. Attic -Access-&. Platform if Furnance in Attic ----------------------- ------------------------------------ Date -------------------------------- Date Card B-1 Date Card B-1 - ----------------------------------------------------------------------------- Date Card B-1 Date Card B -1 - Date FRAMING (Plans) OK except a's 39. Sils. Proper Material & Anchors ------ --------------------------------------------- 40. -------------------------------------------40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------------------------------------------------------ - ---------------------------- 41 --------- -------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing ---------- -------------------------------- --------------------------- 42. Draft Stop in Walls- (rat proof) ------------ ---------------------------------------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ---------------- ------------- - Headers & Beam -Size & Bearing 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties -Pu rlin-roof Brac-Truss-Shthng.-Ring. ---- 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 50. Garage Fire Protection Framing _ 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. _Stairs; Width -Headroom-Rise-Run-Landing- Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ----------------------- 55. -Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic -------------------- 58. Shear Walls: Nailing -Bolts 59. -Insulation -Walls -Ceilings ------------ 60. Infiltration -Walls -Windows ---- ------------------------------- Date Card B-1 Date •Card B-1 ----------------------------- -- Date Card 3-1 Date Card B-1 Date FINAL (Plans) OK except ti's ' 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector -------------------- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection ---------------------- 64. ---64. Bedroom Exiting ---------------------------- ---- 65. G.F.I. & Bath Fixtures & Tub Access -Spa -------- 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ----------------- 67. Stairs & Rails ------------ 68. Fireplace or Stove Clearances -Hearth - - - - ----------------------- - 69. Elec. Outlets at Wood Panel: Int. & Ext. --------------- ------------------------------ 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door: Swing -Landing -Closer ------------------------------- -------------- - - 73.-- A.C.-Duct in -Garage-Damper-- ------- --------------------- ---- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. - In Garage: Above Floor-Mech. Protection 75. Plb.. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ---------------------------------- --- 77. Insulation -Foam -Looked in Attic 0 Yes 78. Guard Rails & Deck Construction -Post Caps ---------------------------------------- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes --------------------------------- 80. -------------------------------80. Following instld.: Drive ❑ Yes O No: Walks 0 Yes 0 No: Planters ❑ Yes ❑ No ------------------------ - ----------------- ---- 81. Stucco_Brown_Fi---- ----- 82. A.C. Unit: Disconnect. Electrical, Plumbing - ----------------------------------- --------- -- p --- 83. Vents Above Roof: Plb A liance-Fire lace. -Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing ------------------------------ 85. ------------- -------- ------85. Exterior Elec. Trim: G.F.I. Receptacle -Underground 86. Ventilation Throughout House -------------------------------------- - 87. Glass Protection ...... ------- 88. - ------- ------- 88. Corrections from Previous Inspections - - - - - - -------------------- ------------------------------- 89. Gas Test -Meters Tagged; Gas -Electric ------------- ----------------------------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval ---------------------------------- 91. Energy Compliance Certificate -Other Certificates ------------------------------------------- -- 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: J=OK O = Not OK ' -_ Not Aeadyaille MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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 in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 _9 Suite OIIIZt LAND OF NATURAL WE A L T H AN D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: 19161 538-7541 FAX: 19161 538-2140 8/12/97 JOHN & BELINDA STARR 243 WARD BLVD RE: Building Permit # 96-1576 OROVILLE, CA 95966 Expiration Date: 9/26/97 A. P. # 068-030-016 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: [ ] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, .all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ 4 No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the nRnyTT T F office. Thank you for your prompt attention concerning this matter. Yours very truly, michlael C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments r Chico Office - 1469 Humboldt Rd/891-2751 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDIVISION 7 County Center Drive Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ����� ASSESSOR PARCEL NUMBER _ 068-030- 016 ZONING BUILDING PERMIT OWNER; �(m & BBLINDA STARK (�ruv nu At(r( TELEPHONE SO. FT. OCC. BUILDING VALUATION CONTR. 30,000.00 OWN16" MAILING ADDRESS 1.1 243 WARD BLVD OROVILLE, 95966 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAIUNG ADDRESS Fireplace CONSTRUCTION LENDER Norm UNKNOWN Total Valuation $ . ou Filing Fee $ 20.00 LENDER'S MAI DRESS - /' Permit Fee $ 284.50 ARCHrTECTORf ER NONE t_" LICENSE NO. Plan Checking Fee $ 184.90 Energy Plan Checking Fee $ ARCHITECT NGINEER'S MAILING ADDRESS r Penalty $ BUILDINGADDRESS 243 WARD BLVD a.-%' .�t yPERMITFEE $ 489 40 PLUMBINGPERMIT Filing Fee 20.00 OROVIL" Each Trap 7.00 14.00 LOT No. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00_ Water piping s A:5.0`Ot Q5• USEOFSTRUCTURE,` SF ❑ DupTex ❑ Mobilehome ❑ Other STORAGE ✓ SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 TYPE OF WORK New7,Qd'dition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: REPLACES #95-0304 —, t (CONV EXISTING AG $LDG TO PVT STORAGE) Mobile Home ISI GI W1 920.00 PERMITiFEE4 $ .00 +•::- Contractor ELECTRICAL PERMIT Filina Fee 20.'00 ' Main Service aoov OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO ,000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my_lie�_n ga in fu orce and effect. Licens la Lic. No. �-c OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property; or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors toftonstruct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ( S ACC. BUDS. ) SO. 3.50 FT. CNS. NEW CONST.MU4 LTI-OUTLET /- NON-RESID. ( BRANCH CIRCUITS ) ry'► 97.50 30-6 POWER APPARATUS (8 SINGLE OUTLET CIR.) 2 0.00 Ex. Occup. (OUTLET OR FIXTURES ) EX. OCCU FIXED APPLNS. OR p (OUTLET& (RESID) EA) 9AL @ I:w ; r N 5.00; Temporary Service 23.00. Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE " $ 'x'0.00 Contractor 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 erformance of the work for which .this ,permit�iss' issued. 01-"Iphave and will maintain workers' compensaTon insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become -subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ,� _", _ /` __y __ Date �S' 96 Signat0ie of Applicant = [3Owner ❑Contractor ®—Agent An OSHA permit is requird'd for*dxcavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 623.40 HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL I PD I HO ISSU This permit is hereby issued under the applicable provisions bf the Butte County Code and/or Resolutions to do work indicated above fohwh ch fees have been paid. B — �'---"—„"©a y `y —TT 17/ r / PERMITEXPIRESON Z� 9f% (Date) Receipt No. 202072 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT JOHN & BELINDA STARR 243 WARD BLVD RE: Building Permit # 96-1576 OROVILLE, CA 95966 Expiration Date: 9/26/97 A. P. # 068-030-016 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: [ ] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [X1 No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the nun LTr T F office. Thank you for your prompt attention concerning this matter. Yours very truly, Michlael C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments Chico office - 1469 Humboldt Rd/891-2751 .. _. LAN D OF NATURAL W EALTH AND BEAUTY .� • ; ' '• BUILDING DIVISION " DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 8/12/97 JOHN & BELINDA STARR 243 WARD BLVD RE: Building Permit # 96-1576 OROVILLE, CA 95966 Expiration Date: 9/26/97 A. P. # 068-030-016 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: [ ] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [X1 No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the nun LTr T F office. Thank you for your prompt attention concerning this matter. Yours very truly, Michlael C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments Chico office - 1469 Humboldt Rd/891-2751 A C V COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT g�-�� ASSESSOR PARCEL NUMBER 068-030-016 ZONING BUILDING PERMIT OWNER JOHN &- BELINDA STARR TELEPHONE SO. FT. OCC. BUILDING VALUATION CONTR . 30,000.00 OWNER'S MAIUNG ADDRESS 243 WARD BLVD OROVILLL, 95906 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONEUNKNOWN Total Valuation $ 3Q, QQQ,QQ Fling Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ 284.50 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ 184,90 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 243 WARD BLVD PERMITFEE $ 489.40 PLUMBING PERMIT Filing Fee 20.00 OROVILLE Each Trap 7.00 14.0 LOT NO. SUBDNISION'SNAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 15.0 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other STORAGE SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15,0 TYPE OF WORK New EX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: REPLACES #95-0504 (CONY EXISTING AG BLDG TO PVT STORAGE) Mobile Home I S I GI W 1 @20.00 PERMITFEE $ 64,00 Contractor ELECTRICAL PERMIT Filinq Fee 20.'00 Main Service EOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fu rce and effect. License Class Lic. No. `J��7S , OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCURSO. OR ADDNS. ( & ACC. BUDS. ) 3.5¢ FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 4 97.50 30.00 POWER APPARATUS (g SINGLE OUTLET CIR.) 2 20.00 Ex. Occup. ( OUTLET OR FIXTURES ) B20 @ 1:00 Ex. Occup. ( OUFIXED TLETS(RESIo.�eA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 70.00 Contractor 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 rformance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith co ply ith thos visions. X Date _z i�6_�_ Sign a of Applicant'- ❑ Owner ❑ ontractor gent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 623.40 HAZ. 1 D. FEES I IMP FLOOD I CDF PARCEL PD I HD ISSU This permit is hereby issued under the applicable provisions of the B tte County C de and/or Resolutions to do work indic ed f r w ch fees have been paid. B y p PERMITEXPIRESON / 9 I (Date) Receipt No. 202072 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ti • COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541PERMIT NO. APPLICATION AND PERMIT 1 Cj6_-/57 6 ASSESSORPARCEL NLIMBER OWNERS to o (� �- ; o rr ZONING; TELEPHONE BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION Q.It'd o o C� _ OWNERS5IU ADDRESS /�!�/; / CJ CONTRAR'S NAME C Y� TELEPHONE CONTRACTORS MAIUNG ADDRESS Fireplace CONSTRUCTI N ANDER O UNKNOWN Total Valuation $ - Filing Fee $ 20.00 LENDER'S MAILING ADDRESS - - - - - Permit Fee _ $ ARCHITECT OR EMINEER Q n LICENSE NO. Plan Checking Fee - $ - Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS - PERMITFEE $ £f PLUMBINGPERMIT Fling Fee 20.00 -0 V Each Trap 7.00 LOT NO. SUBDNtSIONs NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other E foe" SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New PC Addition ❑ Remodel ❑ Utilites ❑ Installation ❑ Other ❑ //PERMITFEE Describe Work: � Q C �- # �� OS -0 � Eco vI I/ X, - \ Mobile Home S G W @20.00 $ to Contractor ELECTRICAL PERMIT Filing Fee 20:00 ,V. Lel Main ServiceEOaV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 — LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR NS. ( 8 ACC. ) O . 3.5¢ SFT. CONST. MULTI -OUTLET NEW CTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 L?0.0L? ( POWER APPARATUS ) d SINGLE OUTLET LC' SIR I�O ,o'n Ex. Occup. ( OUTLET OR FIXTURES ) B2A0 @ 1.00 Ex. Occup. (oFT%E7s PUNS..OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, 1 shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ a . HAZ. I D. FEES I IMP I FLOOD CDP PARCEL I PO HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON I applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -AS ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT :i. CbUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET A r, fCi t� l� `' 03 –6 OWNER (�� Proposed Building Use V t �'/ Building Inspector %80. Date At timWofper it"application, I was advised the foll wing data must be submitted prior to ermit rocessing and/or issuance: �e DATE RECENED BY All items have been submitted. � .................. Plot plansC3/4 sets, signed by preparer o plans. .f.................,Complete plans;(3�/4 sets, signed by preparer of plans . ...................... 'A _K100 Engineered plans and calcs, j3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ er 6. Energy Design Compliance and supporting documentation. . 7. Statement of Intent for Non -Heated and A/C Buildings. .. ?' ..kP. q.0 Y. .... gh." � C. 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $........................................ . 11. Impact fees as shown on attached schedule. 12. California Department of Forestry plan approval/fees. ....................... . C6 Lev 4 13. Flood elevation letter (100 year flood) by California Engineer. . . 14. Sanitation and plot plan approval Health Department . ............ Flo I. 1,7,e 49::�5 15. City of Chico plumbing permit . ......................................... Plot plan and business license approval from City of Biggs/Gridley. ............. ltt17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . 20. Pre -inspection for to Buil Building Ins pegoe required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ CLetter py of recorded deed of parcel creation and 60 right of way to a public road. . _T of intent on buildin use. obilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road -improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . t-.. Existing violations/expired permits. . 'r 32. Plan check list. 33. 34. When you issue the e t cod . s as follows: Mail tato er. Mail to contractor. _ Telephone ,S "W % and hold for pickup at �/ /'o office. Deliver with inspector. Other Parcel Creation /S + Acreage Applicant ©ate Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: it issuance: (Circle new item not checked above). 41 7-1 l.E'I j EfR.. o G 8 w6 % IS NOT AGGEPrM. Contractor, designer, owner, was advised of above required data by _ phone _ mail o nter.by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ ma' o nter by _ Date Plans checked by 6042— Date * Plans approved by Date 2G X110 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works '/ A7 iVo 8 - 3 -A� c Li.r,..y /��6u, ��,Q,.:n o S�ri•t�. , a ��ss �icoan i N�+ A.�rJI aCA n X-) 0—`� I 1 �-- I � f ' � NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings I, J-T&,t,t , owner of the building to be constructed as a (please print) S'TeKract ..,Q under at eys &mwn 31UD (bldg.permit no.) (location) �.coU�iir (<dJ, _ �D Allo L8 - D hereby certify that I do not intend to heat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in the future, that I will be subject to the energy requirements in effect at that time. I understand that if I change the use or occupancy of this building in the future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter (1) the building envelope, (2) the insulation requirements of the heating, ventilating, and air conditioning systems, (3) the heating, ventilating, and air conditioning equipment, (4) the service water heating, and (5) the lighting of the building.to comply with the regulations. I understand that any of the above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte County Building Department. Signature of Mailing Addre Telephone No. 9/K. $89-ZS73, TO: COMPANY NAME: FAX # : DA TF: NO - OF PAGES BETTER BUILDERS CONSTRICTION (including cover page) FROM: FAX NQ- ( 916 ) 589-29.2 C011MENTS : 5263 ROYAL OAKS DR_ (916) 569-2574 (600) 421-4644 OROVILLFs, CA 95966 'tett'9?�►�`-.C"^^>:�C�'''t�,alli��YlSi•Tv!wp!+iW r.. _cM....Y:•cv's!.n. ?:.iPIY?A �1Pi::,a..,... _ >r,..t - - .. .. ., ..r .... .._.. .. -e. r. , �r.._.., VATA F t. ml coj7iTwge:V ATEA: dV'i -:OFr !� l.�t/CL :ONO;,Ip►20 Af�A:I.W4 �7.FY 'I TOTAL CdNGi T{ON� IV1kA' �p ;�: s•.G~ NQTE>-AN Male raPSiJV�: Mom :r/�)10 ACMP-.A •:GC .L.,l :: :.i.:^.: �C.':: {-•.•_.:: .�y G 1AIMA' L /. �'Y_ T'�� Wf •IS Ulit1Y fiM 4CMM1^�Rrn( W.15T ,^�j Un:krm TOTA!- Ap-r--A UPt72'.1• A•4�Tr111t.T10N ^jo, I �i ' F" .r , _ 7w Nxta•a E:e:::r..r. C.•O!. ... ...nr.%•:r _... • . _ ,..:, ,.,tea APPROV.EDs,::... . Butte County F $ Environmental Heplth o' I " rtara..,.�,,,�a.: •:-�...� Imo' �ii�s :�,:s: s .. _ _ .�,,,.,,, ., --�...., ,_ . .. ----r— t-- ------ Signature 12t 5 >.wyx;+cr.�•:.�.•r:i�+:i.,a•::, ,.....,�wa{;v�+�xh �a .�/IGC�:•t?Y�t#i :�rxv�.t..,.-ate .� .. .._ ... �ul-,...� �--a,-,lr ""' . --..:..,_...��••a..w.r iv<`;i::_, t;-�:Yti'4'.:. •.i,:� . I. �t':�f;". ., cw-;+^i'6de%5....;�«:µ1 f •��w•� � i .. ,.. + ` t t ,.. ,.f xv,.s :'i.G :.-S,. .. ..:f ., . „ Ameek of R " pr Cr r7 knee slid e, SaeGt A ' at GJ f: trcm le l • r .. .� eTtetw'ee or .. r _i• k:. �^ F. r : r?... Y 4✓rx, • y - s . ' r— , Sot •1 R Mn w n,i,� Mc CW@ 9 ,►y s°f'stiq"v :aNT 7 "`a i st} iSt??i, '! cY: , a µ. OST' I 1N• - .,.�u� .,S�,IIy� W. ww�y.�i/�/�"7:�r1d��Fi:r r ... .. �.....,,vi:- a . .. ...,,1 •,,rF`�.c;n:Q.c,�fiiC..�fl�y{ ���iC '%e:3t3T. _ 9e. - •G.' 1 •Af—Y { , t,e � ` :4 ' w f 7'w "r L •{ t .t. r1 5Tl � y r9�t,.a - >` 1' �` �' .t.:, s v.-!. R• r. ��� '.wtf •c '.:5 .r y •.t I'� ., a. - ..a. `P.;t! r- s.F 9 n W - r t s -':. �.`- •4. _ � ,3 - r Y ��t . (� f . � r r } r$R� r v _ t 'r r a`"� • •�t� ,r,: e - 'Jro�ni iS': r'n'{41i3T'i "e',..L. r„3.rL7�1.rA .a1..�' �. .r' :�_%� `'�'r�•3.. +r =^..s•tlf�r ,:. 5�,.y. � �CfS"lh�v,��y��a ,a,,y-'JS'�`! J� ,. .. , r.tx:. [F„ I• _ .. A l:;x. � ^ '% , _ itSt..t;. �lK�. S.H. USE ONL Plot PLn Attached Floor Plan A>dched Scat to B. D. 9 �?— 1 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance. v , Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance -for' bedroom mobile home. Other � Y Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 2/07 lyh''+'`3''+'+3_rP ;l 0 John Starr 243 Ward Blvd Oroville, CA 95965 Re: Proposed Private Storage Building A.P. No. 068-030-016 -�=� utte Count �. L A N D O F N A T U R A L W E A L T H A N D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 With reference to the above subject, attached is: [x] Plan Check List ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list Resubmit plans with revisions as required- Resubmit equiredResubmit calculations with revisions as required Date: 3/21/95 Permit #95-0504 Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerely, John R. Henry Plan Check Engineer Permit Applicant: John Starr Date: 3/21/95 Permit #95-0504 The -above referenced plans were partially reviewed by this office. Provide additional information and/or make revisions to plans, specifications, or calculations as follows: 'Q OProvide design calculations and foundation plan prepared by a registered civil engineer or Z icensed architect. The design of the foundation must be based upon the steel building engineer's loading and column reactions. ' Provide a letter of intent which states the proposed use of the building. Special inspection is required for high strength (A325) bolts. The special inspector must e approved by this office prior to permit issuance. Have the special inspector contact this WS regarding the proposed method of testing bolts. ce the building is constructed, the owner must provide verification to the satisfaction of the field inspector that the foundation was built according to the approved foundation plan referred to in item 1 above. ATT6: Poe? FfoM M (G{ AeL C . Uft-t o4 COUNTY OF BUTTE BUILDING DIVISION DEPT. OF DEVELOPMENT SERVICES 7 COUNTY CENTER DR. OROVILLE, CA. 95965 BETTER BUILDERS CONST., INC. 5263 ROYAL OAKS DR. OROVILLE, CA. 95966 (916) 589-2574 LICENSE NO. 323225 AUGUST 8, 1996 RE: SHOP BUILDING 243 WARD BLVD., OROVILLE DEAR SIRS: i 5'0 BELINDA AND JOHN STARR'S RESIDENCE AT 243 WARD BLVD. HAS A .40' X 80' ENGINEERED STEEL BUILDING THAT WAS BUILT FOR THE INTENT OF BOXING AND PROCESSING ORANGES AND BOXING OLIVES. AS YOU KNOW, I AM ALSO THE OWNER OF BETTER BUILDERS CONSTRUCTION HERE IN OROVILLE. IN THE LAST THREE YEARS JOB SITES HAVE BEEN CONTINUOUSLY BROKEN INTO. GENERATORS, AIR COMPRESSORS AND EXTERIOR DOORS HAVE BEEN STOLEN; COPPER PIPE HAS BEEN CUT OUT OF A THREE STORY HOUSE UNDER CONSTRUCTION. ELECTRICAL PANELS, LADDERS, INTERIOR TRIM, CERAMIC TILE AND JACUZZI TUBS HAVE ALSO BEEN STOLEN, AS WELL AS AN EMPLOYEE'S TRUCK CONTAINING $8,000.00 WORTH OF FINISH TOOLS. I PURCHASED TWO 8 X 20 STORAGE BOXES AND HAD THREE 3 X 6 X 6 METAL BOXES MADE TO LOCK UP SAWS, AIR COMPRESSORS, NAIL GUNS AND EXTENSION CORDS ON THE JOB SITES. THEY WERE CONTINUOUSLY BEING BROKEN INTO AND ITEMS STOLEN. I HAVE CALLED THE BUTTE COUNTY SHERIFF REGARDING THESE THEFTS. ALL THEY DO IS SEND ME A FORM TO FILL OUT AND I NEVER HEAR ANOTHER WORD. WITH REGARD TO THE TRUCK AND TOOLS THAT WERE STOLEN, THE THIEVES WENT TO COURT AND THE JUDGE DISMISSED THE CASE BECAUSE IT WAS A NON-VIOLENT CRIME. IN HIS WORDS, THERE WAS NO ROOM IN THE JAIL FOR NON-VIOLENT OFFENDERS. 1 BUTTE COUNTY BUILDING DIVISION AUGUST 8, 1996 A COMPANY TODAY CANNOT AFFORD THE HIGH PRICE OF INSURANCE TO PAY FOR ALL ITEMS STOLEN FROM A JOB SITE, ALONG WITH ALL THE OTHER COSTS OF RUNNING A BUSINESS. IT IS LESS COSTLY FOR ME TO HAVE A COUPLE OF EMPLOYEES COME TO MY RESIDENCE AND PICK UP THE TOOLS EACH MORNING THAN TO LEAVE THEM ON THE JOB SITES AND HAVE THEM STOLEN. I STORE GENERATORS, COMPRESSORS, LADDERS, TRANSITS, SCAFFOLDING AND OCCASIONAL JACUZZI TUBS AND WINDOWS THAT CANNOT BE LOCKED UP ON THE JOB OR COMPLETELY INSTALLED THE DAY WE GET THEM. BETTER BUILDERS CONSTRUCTION HAS AN OFFICE, SHOWROOM AND CONFERENCE ROOM AT 5263 ROYAL OAKS DRIVE. MY BUSINESS IS COMPLETELY RUN FROM THAT LOCATION. THE BUILDING AT 243 WARD BLVD. IS ONLY USED FOR STORAGE OF ITEMS THAT CAN BE STOLEN. SINCERELY, u�J JOHN RR, PRESIDENT 2 SEP -19-96 THU 12:50 ■ ARCHITECTS AND (' NN RS FAX TRANSMITTAL, Date: Attn:- y LO Company: )tU--)IQ(-, `n . Fax #: From.: Number of Pages: ?2 (Cover Sheet Included) Remarks: 9 —' -116 Nlrt�a_ IA-) �wqi — qa+��� ►�`. T7% i 20 Constitution Drive Suite A Chico, CA 95926 916/895-1125 P. 01 F v SEP -19-96 THU-12:.50 BRUNO & HAWKINS 8930532 P.02 Architectural Engineering Specialists 20 Constitution Drive Suite 1 Chico, California 95973 'telephone (916) 892-9715 Fax (916) 893-0532 September 19, 1996 County of Butte Building Division 7 County Center Drive Oroville, California 95966 AT'JN: George Kellogg RE: John Stan -metal shop building On September 17, 1996, 1 met John Starr at his residence off Ward Blvd_ in Oroville. With the aid of a metal detector, I obtained information which would allow us to determine if the foundation system was constructed reasonably similar to the minimum design standards which we declared in our calculations. From page 2 of our previous calculations dated 7/12/96: Item 1 _ Floor slab was approximately 3-1/2" to 4" thick with reinforcing at 4'-5' centers in each direction. Slab thickness was measured at exposed area in bathroom. Exposed bar size in bath area was #4. We will assume that the floor slab is 3-i/2" to 4" thick and reinforced with #4 bars at 5' o.c. max. in both directions, Item 2 - Measured depth of footing at perimeter was approximately 18"+ overall. Width of footing could not be physically determined, however, due to detected placement of perimeter reinforcing, at approximately 6"- 7" in from the perimeter, we will assume that the footing width is no less than 12". This would assume that the reinforcing is placed approximately at the center of the footing. We had no way of verifying the size of; the bars in the perimeter footing, nor the exact size of the bars. Since we did observe 04 bars at other locations, and were able to detect the top bar in the footing, we will assume that the bottom bar was placed per standard practice. Item 3 - One accessible frame was excavated, allowing a visual inspection of a portion of the concrete which was placed in the vicinity of the main frame bearing location. The additional concrete placed at this area was approximately T in width. Since the main frame bolts are located at 12" from the exterior wall line, it is assumed that the footing at this location is most likely not less than 2' square, as required. Additionally, based on an inspection of the excavation at the perimeter, and information supplied by the owner, it is very likely that the actual perimeter footing width is in the vicinity of 18". Continued.., SEP -19-96 THU 12:51 BRUNO & HAWKINS 8930532 P.03 Item. 4 - Anchor bolts are verified to be 3/4" diameter, with an edge distance of 12". Depth of anchors could not be determined, Itea► 5 - The owner stated that the perimeter retaining wall was constructed per the supplied detail prepared by FLT Engineering. We were able to locate hori2ontal reinforcing at approximately 24" o.c. Due to access, we were not able to confirm vertical reinforcing in the grouted wall. We were not able to conium the width of the footing per the detail. We were able to visually observe the vertical reinforcing at the retaining wall at an ungrouted section approximately 4' in length along the endwall. We are reconmttding that this section of wall be fully grouted. It is our opinion that the foundation aspects of this structure satisfactorily meet the minimum criteria as dictated by our design. If you have ang Iestions regarding this matter, please do not hesitate to contact this office. . Sincerely Funk Glazewski Architectural Engineering Specialists Fy REN. Q` �' �F CA�-� p COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: BELINDA STARR ADDRESS: 243 WARD BLVD CITY & STATE: OROVILLE, CA 95966 DATE OF CLAIM: 8/13/1996 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERV/CES IMPORTANT.• SEE INSTRUCTIONS ON REVERSE SIDE DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT APPLICATION HAS EXPIRED. A.P.#68-03-16, B.P.#95-0504; RECEIPT#175577, DATED 3/16/96, OWNER: JOHN & BELINDA STARR TOTAL AMOUNT PAID.. 623.40 .................................... RETAIN REFUND PROCESSING FEE .................$ 25.00 RETAIN FILING FEES..... ...... .$ 60.00 TOTAL AMOUNT RETAINED.. .$ 85.00 ............................... AMOUNT TO BE REFUNDED .............. TOTAL 1, 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 stated. Dated this 5 day of 1; 19E ; at/�c�✓'/t/ Calif. .»f" Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or artic s ecified above ave b en performed or delivered and that there is a Budget Appropriation [ I or Specific Board Approval [ I (Check one) for e a Dated this 15THday of AUG 19 96at OROVILLE Calif. Department Head or Authorized Deputy Dept. Code 440=002 Exp. Code 491 n9nn PAYABLE FROM CQNSTRLiCTION PERMITS FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. FOR BUILDING DIVISION USE: Receipt Information: Number: / %.-.5% % Date: Issued To� Amount: 'Xo _ Fees Retained: 6F✓Processing Fee: $ 5 O ✓ Bldg Filing Fee $ c71-6- (P 0 /Plbg Filing Fee $ o2- Ll) ✓ E1 ec Filing -24:!5 C>00 Fee S Mech Filing Fee $ Energy P/C Fee $ Plan Check Fee $ Inspection Fee $ Total Amount Retained $ TOTAL REFUND DUE $ �� g• d CLAIMANT'S NAME MAILING ADDRESS REFUND CLAIM APPLICATION ASSESSOR PARCEL #- - ��_ �co - PERMIT RECEIPT NUMBER ( S) Request a refund of fees paid on the above rece-i-pt-number(s) for the following rgeJa/p+ons: _ 1 " • � ♦ • 1. • � Please refund any applicable fees in the following categories:, (Check those categories which you wish to have refunded.) [� Building Permit Fees [ ] Sheriff Fees [ ] SRA Fee (CDF Fire Planning) [ ] Urban Area Fees Disposition of plans: [ ] Plans returned to me at counter. [ ] Please mail plans to me at above address. [ ] Please dispose of plans. / SIGNATURE DATE _ l` /� / b 0 Ilen f 1( /', �/ a4�) l l C r h 0 "S ih rD Y u SCI e9 �� nG COUNTY OF BUTTE - DEPARTMENT -OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 -County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. " - APPLICATION AND PERMIT 05 O ASSESSOR PARCEL NUMBER 068-030-016 ZONING BUILDING PERMIT OWNER JOIN & BELINDA STARR TELEPHONE SO. FT. OCC. BUILDING VALUATION QQNTR 30000.00 OWNERS MAILING ADDRESS 243 WARD BLVD OROVILLE 95966 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIwOWN Total Valuation is Filing Fee $ 20.00 LENDER'S MNUNG ADDRESS Permit Fee $ 284.50 ARCHITECT OR ENGINEER UCENSE NO. Plan Checking Fee $ 184.90 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 243 WARD BLVD PERMITFEE $ 489.40 OROVILLE PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 14.00 LOT NO. SUBDNISION'SNAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PVT STG SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New KN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: CONV EXISTING AG BVLDG TO PVT STORAGE — Mobile Home I S I GI W I @20.00 PERMITFEE $ 64-00 Contractor ELECTRICAL PERMIT Filinq Fee 20:00 Main ServiceEOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION hereby affirm under penalty of perjury that I am licensed under provisions of Chapter with Section 7000) of Division 3 of the Business and Professions Code, �91nd my license is in fu rce and effect. s, License Class Lic. No. ..�-�S OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ACDNS. ( 8 ACC. BUDS. ) 4 SD. 3.5¢ FT. ' NEW CONST. MULTI -OUTLET NON-RESID. BRANCH CIRCUITS UU @7.50'(commencing ( POWERAPPARATUS8 SINGLEOUTLETCIR. Ex. Occup. (OUTLET OR FIXTURES ) 20 Q 1.00 BAL So Ex. Occup. FIXED PES D.OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 70.00 Contractor 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' co_%pensation, as provided for by section 3700 of the Labor Code, for the rformance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing 9 Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply ' hose provisions. X Date 1 Signat a of Applicant - ❑ Owner ❑ Contractor ent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 623.40 HAZ. I D. FEES IMP FLOOD COF PARCEL D `D ,� A ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON I applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. 175577 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 'i"r"''"''y,i.'Mi.�r-vM ra.:•`ii�"•�"'v'�.�Wsw..-•w7v. ..._ �.f 6 -�+' c •-.. � r •�r� ti•. Y`'.- .n'^•..T.rti� ! +7.,rr,..itry.,`5..rw-e►ll+•'it#jti:,T�J`r�;�{tr�l "�:ie•�-"=••�".hti�.. ...�„r� �.►., �. t- COUNTYOF BUTTE - DEPARTMENTdt DEVELOPMENTSERVICES -BUILDING DIVISION �." 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER 174 ki a✓' � - A. P. No. (26E Proposed Building Use P v Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items h been submitted . ....................................... . 2. Plot plans sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material'Form ............................................. 6. Energy Design Compliance and supporting documentation . ................... 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule . ............................... 12. California Department of Forestry plan approval/fees. ....................... . 1 13. Flood elevation letter (100 year floo�`� by C I'fornia Engineer. . . -�1 14. Sanitation and plot plan approval V SOV i ) _ Health Department. ........... ' 15. City of Chico plumbing permit . .................... :*"..................... 16. Plot plan and business license ap roval from City of Biggs/Gridley. ............. 117. Planning approval for (A) Use: 06) ) Parking: 18. Contact Land Development about (A) rffiUroWments (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ...Pre �! CoA req*�at 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner , Mail to owner ) ............ 24., Recorded copy of Agricultural Acknowledgement Statement . .................. 25.V'Letter of signature authorization . .........::.................... • .. • • . • _ • • 26. Copy of recorded deed of parcel creation arid•60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance. ......... ................................. . 29. Documentation of legal access. ..................... ...............:................. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... Plancheck list . ..................................................... r - C. LE'T'i�'Iy 34. When 'ou issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone - 252qand hold for pickup at office. Deliver with inspector. Other Parcel Creation Gam' Acreage Applicant Dates /� _-•� Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior toep rmit issuance (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (9161 53.8-7601 FAX: (916) 538-7785 May 10, 1994 John J. and Belinda Rae Starr 243 Ward Boulevard Oroville,. CA 95966 RE: Clarification of Home Occupation Restrictions and Agricultural Exempt Buildings on AP X068-030-016. Dear Mr. and Mrs. Starr: Thank you for meeting with Code Enforcement Officer Jeff Madden and myself to clarify issues regarding your property on Ward Boulevard. Our courtesy notice states that it is the County's goal to obtain voluntary compliance with the Butte County Code. Response to your questions for clarification should help all parties in this end. It is not our intent to state what constitutes an unauthorized home occupation. Home Occupation is defined in Butte County Code Section 24.21.195 and the appropriate uses are described in Section 24-200. Our purpose is to respond to -specific items that you requested further clarification. ■ Employees:— Employment and work on home occupations shall be limited to members of the family residing on the premises. ■ Meetings/gatherings of employees: The test that we would use to determine whether or not a gathering of employees, from your construction business, violated the Home Occupation section is whether the employees on paid time or on their own time. If they are on their own time, and attendance is not required, we would consider this an accessory use to a residence. If the employees congregate during their normal working hours, or attendance is required, or they are on paid time related to your construction business, then it would indicate an unauthorized home occupation use. ■ Equipment used for construction business and home farm agricultural work: Your zoning allows for agricultural uses which would include the use and maintenance of equipment associated with your agricultural operation. The fact that this equipment is also used for your construction business at other locations does not mean that its presence on your property would be a violation. Operation or maintaining the equipment on your property is permitted, but if operated or maintained by an employee of your construction business only it would be determined an inappropriate home occupation use. ■ Storage of tools and equipment from the construction business: You asked about the storage of equipment from your business at home because. of recent theft and vandalism problems. The test for this item would be who is bringing the items to the house. If three employees, arrive, in three vehicles, at three different times, and have the capabilityof securing items inside buildings on your property, it would be deemed to be an inappropriate home occupation use. If, at your authorized construction office location, or at job sites, your employees secure the equipment on your vehicle, and then you park it at your homesite, this would not be considered as a violation of a home occupation. You also mentioned large items such as self contained spas as items that you would like to store on your property. The test is similar with these items. If you desire to drive a large vehicle capable of carrying/securing these items or perhaps an enclosed trailer that you park on your property, then this would not be inappropriate. If several large items are stored on your property for safekeeping in connection with your construction business, until such time as that job is ready for them, then this could be considered as an unauthorized home occupation use. ■ The use of the agricultural exempt building for storage of items: Access by employees form your construction business, and working on equipment inside the structure are defined through the Agricultural Building Exemption Permit #46-89 that you signed for on May 11, 1989: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure hall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. You signed that: I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the Agricultural Building Definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, 'and approvals to comply with the requirements in. effect at that time and before occupancy. From a Planning Division point of view it would not be allowed to use an agricultural exempt building in conjunction with your construction business. Violation of this section would be under the Uniform Building Code and under the jurisdiction of the Building Division. Should you have any questions, please contact me at this office between 8:00 a.m. and 4:00 p.m., Monday through Thursday. BKH:lr cc: Code Enforcement Officer VIOLATION CHECK LIST A. P. #_ _Oh£3-0�-n-nib Address 243 WARD BOULEVARD, OROVILLE 95966 Owner A RAE STAXX Owner's Address SAME Owner's Phone No. 58--2574 Supervisoral District Tenant's Name Phone No. Type of Violation in Detail with Code Section Priority No. CONVERT AGRICULTURAL BUILDING TO COMM USE Specific Plot Plan with C/V Noted _yes no Penalties Required 1st. Notice Sent 1/26/95 2nd. Notice Sent 3/2/95 ate Date Comments and/or Determination 6 -ll- 96 /Q,G'� �, ��� � �� • � /�.to�rr�ywc�,C ��� �i.P.lzc �o-nr,� Disposition For Citation Citation (Date) (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) PROJECT PROCESSING RECORD APPLICANT: OWNER: PERMIT #: A. P. #: WORD DESCRIPTI DATE a -�3•� DESCRIPTION OF STEP m CKL4— w s w- —& � 1 eoywl,':iG4. A-" h•4-rG� �Gf ,� '4zpf.G� GSL ffAw..fl A P c F4iAA T Re: Storage Building AT. No. 068-030-016 u tocounty c a q✓� With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [x] Other:g ans SpeClal 4z e[`tinn Pnlicv sheet Action Required: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 G-19-96 Date: &W496 Permit #96-1576 N Cn-��e-' [x] Comply with plan check list [x] Resubmit Plans with revisions as requested _ [x] Resubmit calculations with revisions as requested [x] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerely, Plan Check 1 '3 `%a: JSF�TCHECK LIST T -r �t S Permit Applicant: John & Belinda Starr Date: 8R?V5 Permit #96-1576 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: 1. Project Plans: Three complete sets of project plans are needed. One set and a partial set provided to us. Please provide the necessary sets. 06All plan sheets must be wet signed and stamped by the responsible design engineer or architect. Only the first sheet of the building structural framing plans were signed and wet stamped. 7e Provide a{rej®�etprmr, building foundation plan and building floor plan. FA-1vl.0� � See the attacheo guide to plan preparation for the required elements. Pr2� J 96 �► � ide atter of intent which states the proposed use of the building. This was requested in the first plan check. Since the building is constructed, the owner must provide verification to the satisfaction of the field inspector that the foundation was built according to the approved foundation plan. This was requested in the first plan check. 'gip 46 Obtain project approval from the Butte County Planning Department, Health Department and C-afifor-nia-Depar=tment-of--Forestry. we=can-submitthe-plansato=C-D,F �whenYwe.have.a complete- set_(including atplo-t-plan=As=regiiested=above)� If the building is to be heated and/or cooled you must provide Ener Design g Y P Energy g Compliance documents otherwise provide a Statement of Intent for Non -Heated and A/C Building on County forms. Provide calculations and weld sizes for steel structural frame. Plans have some frequently used weld sizes. We need all required weld sizes. to ruee"ie uirem.nts-O p��ial�s attac� Structural calculations for foundation provided by Architectural Engineering Specials Tor (dated 7/12/96) have a list of items to be field verified. This list is to be structural 2 observations as defined by section 1702 of the Uniform Building Code. The project architect or engineer; is to formalize this list and add it to the plans. ZZ) Structural Steel Frame Calculations: f heet E-1 Corner Post Design in Calcs call for a 8.5x8.5x16 ga. plans show this members as a 8.5x2.75. Please explain. Q beet E-1 where is the end post shown on the plans. OV& go -2l 46 l...beet G-l.nrovideea anal �sis=for the referenced rotation=of`loa''—d's Doone=s`ef I braces. 3 Floor Plan: Minimum Scale 1/4"=1' ,,r Label all rooms for use. Provide dimensions. Locate bearing walls. Indicate header sizes and locations. Indicate window sizes, type (S.H., D.H. etc.). 4 1�6o iL S L 4" ) Indicate ceiling joist size and spacing. $ S i u P S S a RG " ►-o& Provide north indicator. Location of HN.A.C. e-9' Woodstove location. Water heater type and location. A -C Skylights. Attic access size and location. i3 UNROC)iM LrIC`{bvl�' � C3 \� '7�1,�s C-- 15 U P L- -r4c- tz f -v t 0 v ?Lk� 0 t--5 A Ri5� J 15 17..,p G 1 (2.c. t. 12: FLoof2— May 1995 C. k`=LL06oC=, 2 �u 7� C�6.1 AUG -21-96 WED 01:.13 PM KELLY.RIDGE.REALTY 19165892942 P.01 MUTE .�. Y C0ffjqTRIVT.T0ff W TO: Ceoree,��1b°� COMPANY NAME: 7)qpj'. DATE: g-,,2 1--9 � NO OF PAGES (including cover page) Z FROMt FAX NO. ( 916 ) 589-2942 CO]WENTS : 5263 ROYAL OARS DR. OROVILLE, CA 95966 (916) 589-2574 (800) 421-4644 AUG -21-96 WED 01:14 PM KELLY.RIDGE.REALTY 19165892942 P.02 O R3 k- W Job number >>E96054 9:02 AM 7/12/96 Structural calculations for Project >>Metal building foundation Plan >>Custom Name »Better Builders Construction -.John Starr Address >>Butte County,'California Architectural Engineering Specialists 20 Constitution Drive Suite A Chico, California 95926 (916) 895-1125 (916) 893-0532 Fax L- -TvlFl c cL l V) o Jc.s -F� wren" I to U:, I CA'l 11 -(-J n of a i-� �► . cocve+c 1`v► r �, #3 �o. ✓S c. fi 2� , J : ,,,� , o� v eit �y lj/ w e� dei vU cue, , APn��x l6." tali ht w/ ,h �r� r q ba✓ T4 c Q,�� 2 - V10 � u in t '�t0 f NS I � r� ✓� � 1�( G. 7�-P�ctGl wa �(-�✓2r►+�1' 3. �,,:� oiHf-faof�yy size �t �-zvnesZ-y- /S 2� 4,o0 3/4'",Os �Il a�o�hd, MCA, pr7ref2,h�hy (icAl C 617jlYuGt��. , Gf G Y9 -e,-` -fie_. a c s rlx �- o W e.L. -tv 2n i % �,J/ 1 3 .�e•,aw�li i-i v�cuc = S O/Z C2O/2) o Z 3= S S pup I, �t �c� = ED/2 Cz��2J �0 o = Z.. -7S � -4,0 jvl pfz, 4- SI�e?iY o,fi eodwtkllS V23 f d 61 -atZP�, — a-,-, S I (: r.,l 9 Fz I L+ L, L, 3-1.Z� -7, SS01 -3.121-- 50� . wl' -31°u 4Z- —2.6C 2.,546r- .�e•,aw�li i-i v�cuc = S O/Z C2O/2) o Z 3= S S pup I, �t �c� = ED/2 Cz��2J �0 o = Z.. -7S � -4,0 jvl pfz, 4- SI�e?iY o,fi eodwtkllS V23 f d 61 -atZP�, — a-,-, S I (: r.,l 9 File: MTLBLD2 8:42 AM 7/12/96 Rev.. 10/14/95. Foundation design for metal building Description >>Foundation at grids 2-4 + GENERAL DATA Material data V c > 2.500 ksi E's > 3000.000ksi > .850 fy > 40.000 ksi SLAB DATA Slab thickness > 4.000 inches Slab reinforcing. > - 1 .1 => #3 rebar . 2 => #4 rebar 3 => #5 rebar 4 => W1.4 .fy > 40.000 ksi Spacing > 24.000 inches o.c. d > 2.000 inches As > .055 in'2/ft Mcap (slab) > .305 ft -kips < OMn > Effective width > 4.063 feet < For uplift > PERIMETER LINE FOOTING DATA Stemwall: Footing: Thickness > .000 inches Width > 12.000 inches Height > .000 inches Depth > 16.000 inches d .> 12.500 inches As > .150 in'2 <Top and bottom> Mcap (ftg) > 5.276 ft -kips < OMn > w ftg > .403 kips/ft < including slab >- Effective length > 8.647 feet < For uplift > INTERIOR TIE FOOTING DATA Width > .000 inches Depth > .000 inches d > .000 inches. _.As > .000 in -2 <Top and bottom> Mcap'(ftg) > .000 'ft -kips < OMn > w ftg > .000 kips/ft < including slab > Effective length > .000 feet < For uplift > S 0 1 L D A T.A Class of materials > 4 Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .150 ksf/ft depth .200 Lateral sliding coeff. > .250 .350- . Lateral sliding resistance).'. .000 ksf * * * GEOMETRY Building width > 50.000 feet. Building length > 80.000 feet Frame bay spacing > 20.000 feet *** E N D F R A M E Maximum P axial > 5.750 kips Minimum P axial > .2.750 kips <uplift> Maximum P lateral > .000 kips <in -plane force> Maximum P lateral > 4.000 kips <out -of -plane force> -Check downward axial loading: Include footing weight for soil pressure ? > y Maximum point load at line footing > 6.432 kips No point footing required! Point footing data: Width > .000 feet square Depth > .000 feet P allowable. > 6.432 kips <ok> Check uplift: P dead load > .3.486 kips <ok> * * * MAIN FRAMES Left end Right end Load combination Ph Pv Ph Pv DL+LL 3.721 7.500 -3.720 7.500 DL+WL1 -3.780 .420 -2.660 2.580 -DL+WL (Revised per CBC) -3.600 -3.000 7.500 -2.000 --- .000 .000 .000 .000 -- .000 .000 .000 ..000 --- .000 .000 .000 .000 Check downward axial loading: P axial maximum > 7.500 kips Include footing weight.for soil pressure ? > y Allowable point load at,line ftg > 6.432 kips Point footing required! Point footing size > 1.750 feet square Depth > 1.000 feet .P allowable > 8.204 kips <ok> Check uplift: P uplift maximum > -3.000 kips P dead load > 3.946 kips <ok> Check lateral sliding: I P lateral maximum > . 6.440 kips Footing depth into soil > 12.000 inches Lateral bearing > 3.000 kips Determine frictional resistance: Slab weight/ft >. 2.500. kips/ft width Perimeter footing > .400 kips/ft width Tributary width > 20.000 feet. Tie footing > .000 kips Frictional resistance > .14.500 kips Total resistance > 11.500 kips <ok> F4gioee-r 2obPir f foe f7`r2 i�diC� d G vim► cm t, o y ih Sgid // �,✓� u lcQ be a d�� v �-� �� � H•f�/mac �,, -lesttiy.�G •1 cvi'✓�� Ge a o. ✓a lle, uv r-e�o�t 7'y -f'Giif is �/vNa f/oh _ - ✓est n _ �..� Ov �. .J/� ^iJ � f odd Z SOI = ADZ .CD3=�►��{-= /2' I CONCBOL3 8:47 AM 7/12/96 ------------------------------------------------------------------------ Rev 05-09-94 Anchorage to concrete --=---------------------- 7 -------------------------------- -------------- Description » Design concrete anchorages at grids 2-4 ._..---------------------------------- --.General- ----------- -------------- ------ Special inspection ? > N Use multiplier = 2.0 Concrete strength V c > 2.500 ksi Lambda > 1.000 Normal weight concrete Base plate type > 1.000 1'=> Plate supported on grout pad .2 => Plate supported on concrete surface 3 => Plate embedded flush with concrete for bolt shear strength > .45.0 Js reinforcing provided for shear ? > y A for concrete shear strength > .850 .Are bolts embedded beyond far face reinforcing ? > N for concrete tension strength > .650 ---------------------------------Loading-------------------------------- Shear: Tension: .V (WL) > 3,600 kips T (WL) >. 3.000 kips V (LL) > .000 kips T (LL) > .000 kips V (DL) > .000 kips T (DL) > .000 kips Load combinations - Shear -----.-___ --------------------------------7---------------- (9-1).0 = 1.4D + 1.1L > .000 kips (9-2) U = 0.75*(1.4D + 1.7L + 1.7W) > 4.590 kips (9-3) U.= 0.9D + 1.3W > 4.680 kips Vu Umaa * multiplier > 9.360 kips . Load combinations - Tension ------7---------------------------------------------------- (9-1) U = 1.0 + 1.7L > .000 kips (9-2) U = 0.75*.(1.4D + 1:7L + 1.7W) > 3.825 kips ...(9-3) U = 0.9D + 1.3W > 3.900 kips _. Pu Umaa multiplier > 7.800 kips -----------------------------Bolt group data -------- -------------------= Bolt grade > 1.000 1 => A307 '2=> A325' 3 => A36 Specified min. tensile strength > 60.000 ksi Bolt diameter (d) > .750. inches Head diameter (dh) > 1.125 inches Bolt area (Ab) > .442 in'2 Bolt spacing > 4,000 inches Row spacing > .000 inches Number of bolts/row > 2.000 Number of rows - > 1.000 Bolt embedment -. > 12.000 inches Concrete depth > 18.000 inches EDI > 12.000 inches <Loaded edge> . ED2 > 12.000 inches (Unloaded edge> ED3 > 12:000 inches ..<Side 1> ED4 > 12.000 inches .(Side 2> --------------------------------Summary--------------------------------- Shear check- For anchor groups, the concrete design shear strength shall be taken as the smallest of: 1. The strength of the weakest stud times the number of studs: .2. The strength of the row of studs nearest the free edge in the direction of shear times the number of rows. 3. The strength of the row farthest from the free edge in the direction of shear. Check bolt(s) near: free edge �Vc > 46.575 kips 2.000 Bolts considered Vs >. 23.857 kips . 2.000 Bolts considered Check bolt(s) farthest from free edge .0C > 46.575 kips 2.000 Bolts considered Vs > 23.857 kips 2.000 Bolts considered Case 1 > 46.575 kips Case 2 >. 46.575 kips Case 3 > 46.575 kips OVc > 46.575 kips VC > 54.794 kips Vs > 23:857 kips Ps > 47.714 kips <0.9 * Ab * f's> . .Ao > 580.593 in"2 (Tensile stress area> OPc > 75:477 kips <¢ * 1 * (f'c)".5 * 4 * Ao> Pc > 116.119 kips ----------------------------- Unity check ------------------------------- 1/0((Pu/Pc )--+ (Vu/Vc)z] > .052 ('Pu/PS)I + (Vu/Vs)Z > .181 C- VV\G e10 03 c f <c aM�� �Q.venrzJ� rn 2 Z� 5 (r� r ✓�� z 3/OJ ` vl 1 �i GLS. dA O S G- Sc.✓ ewS c..t Z`ac rn d. - N File >MASONRY3 8:51 AM 7/12/96 ------------------------------------------------------------------------ Rev 2-24-95 Masonry retaining wall ---------=-------------------------------------------------------------- - Description »Masonry retaining wall at building perimeter ------------------------------General data ------------------------------ Wall type > 2 1 :) supported '2 :> cantilevered Lateral load type) 2 1 :> wind/earthquake 2 =) soil pressure Backfill slope > 0 Horizontal 0 Vertical Special inspection (Y/N)? > Y Masonry weight > .135 kcf Soil weight > .110 kcf --------------------------------- Loading ------------------- -------------- .Wdl minimum > .000 kips/ft Wdl + W11 maximum > .000 ..kips/ft EFP > .030 kcf Sloping backfill surcharge> .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge P Comment to wall height --------------------------------------------- .000 3.000 .000 Uniform lateral load > .0000 ksf Earthquake/wind loading -----------------------Allowable design stresses ----- ----------- -------- **+Soil**x Class of materials > 4 Input Allowable passive (vert.) >. 1.500 ksf 1.500 Allowable passive (horiz.)> .150 ksf/ft depth .200 Lateral sliding coeff. > .250. .350 ***Masonry*** ***Concrete*** f'm > 1.500 -ksi f'c > 2.500 ksi Em > 1125000 ksi f > 40.000 ksi Fs.. - > 20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824 n > 26.667 8 > .850 Fb max. > .500 ksi 0 > ".900 -------------------------------Wall data ---------- ---------------------- Cantilevered wall may use varying thickness segments Height of retained earth Segment Ht.(feet) Ht.(feet) 1 .000 to 3.500 2 .000 to .000 3 .000 to 000 Total wall height > 4.000 <for wdl determination) Additional dead load > .045 kips/ft ----------------------------Wall reinforcing ---------------------------- Segment 1-= concrete -------------------------------------- : > .000 inches Overload factor > 1.700 Live loads M > ..,214 ft -kips Mu > .364 ft -kips Q Ob . . .. > .000 ft -kips --- . .As regd. > .000 in"2 Includes 33% increase Since p actual is less than p min. Actual As > .000 in -2 --- ---------=-------------------------------------------------------------- Segment 1 -----------------------------------------------------------------=------ Nominal t t wdl 8.000 7.625 .300 Tension reinforcing Size .1 Spacing] d 1.%Min. I f.m/Fb I fs/Fs l.f's/F's Vertical '4 32.000 3.810 1.148 .258 .502 --- Horiz. 4 16.000 1.236 --- --- --- Minimum development length. 11.000 inches Compression, reinforcing Size I Spacing] d' I %Min. I fm/Fb I fs/Fs 1 f's/F's ------------------------- I -------- I --------1-------- I -------- I -------- Vertical 0 .000 .000 --- --- --- .000 --------------=--------------------------------------------------------- Segment 2 ---------------=------------------------------------------------------- Nominal t t wdl .000 .000 .000 .Tension. reinforcing Size I Spacings d .1 %Min. I fm/Fb I fs/Fs I f's/F's ---------I -------- I -------- I -------- 1 -------- I -------- I ---=---- I -------- Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- -- --- Minimum development length> 11.000 inches Compression reinforcing .Size I Spacings d' I %Min.. I fm/Fb .1 fs/Fs I f's%F's Vertical 0 .000 .000 --- --- --- .000 -------------------------- =--------------------------------------------- Segment 3 ----------------------------------------------------------=------------ Nominal t t wdl .000 .000 .000 . Tension reinforcing Size I Spacings d I %Min. I fm/Fb I fs/Fs I f's/F's ---------I ---=---= I -------- -------- I -------- -------- -7- --=- I -------- Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000. --- --- --- Minimum development length>, 11.000, inches Compression reinforcing. Size I Spacing) d' I %Min. I fm/Fb I fs/Fs I f's/F's Vertical 0 .000 .000 --- - --- 000 ------------------------------FOOTING DATA ------------------------------ Centered on footing ? > y Enter alternate toe length> .000 feet Toe length > .500 feet Safety factor > 1.712 Heel length > .535 feet Soil pressure.. > . 1.320 Minimum footing length > --- feet Actual footing length (L) > 1.670 feet Footing depth . > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- 'Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > .456 -ft-kips W Arm Moment ------------------------------------- ; min. .045 kips ..818 feet .037 ft -kips Wtl .000 .kips .818 feet .000 .ft -kips Segment 1 .300 kips .818 feet .246 ft -kips Segment2 .000 kips .818 feet .000 ft -kips Segment 3 .000 kips .818 feet . .000 ft -kips Soil .206 kips 1.403 feet .289 ft -kips Footing .251 kips .835 feet .209 ft -kips ----------------------------------------------------------------------- EWdl min> .802 kips EMdl min)..780 ft -kips EWtl._ > .802 kips EMtl > .780 ft -kips EMdl min/OTM > 1.712 > 1.5 . <ok> Eccentricity (e) > .430 feet <A/2-(EM-OTM/EW)> L/6 > ..278 .feet L' > 1.215 feet <3*L/2-e> Resultant lies outside middle third of footing Maximum soil pressure > 1.320ksf. <2*(Wtl/L')> Minimum soil pressure > -.360 ksf ------------=---------------HEEL/TOE DESIGN ----------------------------- Heel design Reinforcing ------------------------------------ ---------------------------------- Heel length` > .535 feet #4 at 453 in. o.c. M > .055 ft -kips #5 at 708 in. o.c. d > 8.000 inches ( #6.at 1023 in. o.c. As min.. > . .005 in -2 #7 at 1391 in. o.c. #8 at 1819 in. o.c. ---------------------------------------------------------------=-------- Toe design Reinforcing ------------------------------------ ---=------------------------------- Toe length > .500 feet #4 at 175 in. o.c. Max -soil pressure> 1.320 ksf #5 at. 273 in. o.c. At face of wall > .777 ksf #6 at 395 in. o.c. M mag. > .142 ft -kips #7 at 537 in. o.c. d > 8.000 inches #8 at 702 in. o.c. As min. >. .013 in -2 I -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > .481 in -2 3 #4 bars 2 #5 bars - 2 #6 bars 1 #7 bars - 1 #8 bars ----------------------------------- LATERAL SLIDING ---------------------------- Rt _... -----------------------------LATERAL.SLIDING---------------------------- Rt > .000 kips/ft Rb > .304 kips/ft fs Lateral sliding resistance > .200 kips/ft .._.Lateral sliding resistance> .000 .000 kips/ft Allowable. lateral passive pressure > .150 ksf/ft depth Lateral passive pressure provided > .075 kips/ft <Footing.only> Net resistance provided > .275 kips/ft <Footing only> Concrete slab at base of wall ? > y Thickness > 5.000 inches Width of slab > 50.000 feet Resistance provided by slab > .781 kips/ft Total resistance > 1.057 kips/ft Factor of safety > 3.479 QD Shear key must provide > .-.601 kips lateral resistance Equivalent depth of shear key > 4.363 feet <Maximum 15'> Allowable lateral passive pressure >'* .655 ksf <At base of key> Allowable lateral passive pressure > .655 ksf <At bottom of key> Shear key required depth > .000 inches Shear key moment > .000 ft -kips Shear key thickness > 8.000 inches d > 4.000 inches As min. > .000 in"2 #4 at 0 in. o.c. #5 at 0 in. O.C. #6 at 0 in. O.C. #7 at '0 in. o.c. #8 at 0 in. o.c. . 08/23/96 07:56 $2098584041 CBC STEEL BLDGS 7o C1 POr�y (°r�i10 COMMERCIAL BUILDINWCOMPONENTS INC. Pre -Engineered Metal Buildings CBC August 23, 1996 John Starr 5263 Royal Oaks Drive Oroville, Ca. 95966 001 STOCKTON, CALIFORNIA OFFICE & PLANT P.O. BOX 1009, LATHROP, CA 95330 (209) 983-0910 Tele Fax: (209) 858-2354 Subject: 50 x 80 Steel Building, CBC Job No. 9028 Plan Review Gentlemen, This is to confirm prior discussion with Mr. George Kellogg of the Butte Co. Building department regarding the indicated steel structure. The following items were addressed. 1) The welds shown on the drawings as frequently used are adequate for this structure. The same welds shown on the tapered section apply to the straight section. The welding actually performed on this structure conformed to the requirements shown. 2) While the calculations show a corner column section 8.5"x 8.5"x 16 ga, the substitution of a back to back 8.5 in x 2.75 in Cee Section is acceptable for the design. Very truly yours, %(L>Y /41 --- Robert Hoekstra, P. E. Calif. Registered Prof. cc: George Kellogg Engineer No. 25602 nJ V SHIPPING: 1700 E. LOUISE AVE., LATHROP, CA 95330 EU tte 44 count �-' LA('•!G OF I��,til Ur.;-:! V.'EALTH f;I\;G B EkU T 1' r BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 �• _' ` TELEPHONE: 1916) 538-7541 n' FAX: (916) 538-2140 n Re: Storage Building Date: &4-49& A.P. No. 068-030-016 Permit #96-1576 With reference to the above subject, attached is: up Vlvm5 D [x] Plan Check List % 76 b,:r1j,t2 [ ] Red Marked Calculations [ ] Red Marked Plans [x] Other:Q*ide To g ans - S ecia I Hectic,» Pnlicv sheet Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as requested [x] Resubmit calculations with revisions as requested [x] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerely, George R. Kellogg Plan Check Engine 1 IRa .SE90MVCHECK LIST CIp IT��s A(Z STiI.L r�F;�ci� Permit Applicant: John & Belinda Starr Date: 8qf< Permit #96-1576 Plans for the above referenced project were.reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: Project Plans: Three complete sets of project plans are needed. One set and a partial set were provided to us. Please provide the necessary sets. r plan sheets must be wet signed and stamped by- the responsible design engineer or architect. Only the first sheet of the building structural framing plans were signed and wet stamped. 6requested ,©Provide a��ej®, building foundation plan and building floor plan. V�See the attached guide to plan preparation for the required elements. Provide a letter of intent which states the proposed use of the building. This was in the first plan check. G�> Since the building is constructed, the owner must provide verification to the satisfaction of the field inspector that the foundation was built according to the approved foundation plan. This was requested in the first plan check. Obtain project approval from the Butte County Planning Department, Health Department and California Department of Forestry. We can submit the plans to CDF when we have a complete set (including a plot plan as requested above). 105 If the building is to be heated and/or cooled you must provide Energy Design Compliance documents otherwise provide a Statement of Intent for Non -Heated and A/C Building on County forms. Provide calculations and weld sizes for steel structural frame. Plans have some frequently used weld sizes. We need all required weld sizes. to r 7. Structural calculations for foundation provided by Architectural Engineering Specials (dated 7/12/96) have a list of items to be field verified. This list is to be structural 2- v observations as defined by section 1702 of the Uniform Building Code. The project architect or engineer: is to formalize this list and add it to the plans. �8 Structural Steel Frame Calculations: heet E-1 Corner Post Design in Calcs call for a 8.5x8.5x16 ga. plans show this members as a 8.5x2.75. Please explain. heet E-1 where is the end post shown on the plans. heet G-1 provide an analysis for the referenced rotation of loads to one set of side wall braces. 3 N w STEEL BUILDINGS STRUCTURAL CALCULATION'S INDEX. A. DESIGN LOADS AND- REACTIONS B. PLAN C. SHEET.1,NG DESIGN D. —SECONDARY FRAMING OES[GN11; iiiiiss"'10 o S. Hoa Fy E. ENOWALL -DESIGN tu, by F. R-11 G I D FRAME DESIGN. NO. 2 602 G. LONG IT UID HVAL BRACINGV 2\ H. SPECIAL FRAMING DESIGN EXPIRES 12/31/81 CBC STEEL BUILDINGS IS AN APPROVED FABRICATOR OF STEEL BUILDINGS: 'ICBOES FA -322 CITY OF SEATTLE CERTIFIED PLANT PO BOX 1009 LA:FHRO-P CALIFORNIA - (209-) 9B3-0910 DES I GI` --J PARAMETERS By RMJ Date 01-28-1989 STRUCTURE DESCRIPTION Building Width (span): 50 ft. Eave Height: 14 ft. CUst JOHN STAR Bay space (trib) 20 ft. Roof Slope: 1 in/ft. BASIC LOADS Roof Live Load: 20 psf Frame Live Load (UBC): 12 psf Wind Load (198= UBC) : Speed 80 mph Building Dead Load: 3 psf Sheet A - Job # 9028 *** This structure is designed in compliance with CBC specifications and standards utilizing the pertinent provisions and recommendations of the American Institute of Steel Construction (AISC), International Conference of Building Officials (UBC), American Iron and Steel Institute (AISI), the Metal Building Manufacturer=_ Association (MBMA) and their publications. *** By RMJ Lute 01-28-1989 F=RAME REAC-FIONS Cust JOHN STAR U L + L L 3.7 K-� 3.72 K Sheet A- 2 .Job # 9028 D L + W L 3.78 K ?� 2.66 F 0.42' K 2.`8 K' ANCHOR BOLTS () 3/4 in. dia. ASTM A36 >: 16 in. with a 3 in. hook With a 3 .. 3 x 3/16 .. 6 in. Bearing Angie B y ELI Date oi- 7,s-i9b9 - a m 4 m Mi P L A" '--:' I E L J Sheet B- Cust .JOHN STAR Job # 90'29 P Q14 4 By RMJ Date 01-8-1989 ROOF PANELS Span = 5 f t . SHEET"I "G DES I G" Cust JOHN STAR Actual DL + LL = .92 + 20 = 20.9 psf/ft width *# USE: 26 as Standard R panel ## Allowable DL + LL = 38.1 psf/ft width (See chart 'C') Sheet C- I .Job # 9029 WALL PANELS Span = 7.33 Ft. Actual WL = 14.8 psf/ft. width *** USE: 26 ga Standard R panel Allowable WL = 17.5 x 1.33 = 23.28 psf/ft. width (See chart 'C') FASTENERS Purl in space = 5 ft. Wind uplift = 14.28 psf Actual W = 5 x 14.28 = 71.4 lb. *?� USE: #12-14 x 1 in. Self Drilling Screw at 12 in. c.c . ### Allowable W = 504 Ibs (Atlas Bolt & Screw Co.) �� H E E T I t---3 G D E S I G t -•-A By RMJ mate 01-28-1989 Cust .JOHN STAR ON so CT } Sheet C- 2 Jeb # 028 ------------------------ 36 net coverage ------------------------>1 I ! 1 <:;-------- 12 --------::> 1 ------ 12 -------->1< -------- 12 --------::> ! I I ! I HEIGHT BASE WIDTH HIGH RIB: 1-1/4 3-5/64 LOW RIB: 3/16 1-3/8 Steel gage: 26 ga. Thickness : .0198 in. Ixx 0.0423 in'4 Ef.f Sxx . 0.0408 in"4 ALLOWABLE LHIFORM LOAD (PSF) TOP WIDTH 1 3/4 Fy : 80 k:si F'b . 30 k:si Span 1 Span 3 Span 4 span (Ft.) Bending Dfic.L/180 Bending Dfic.L/18t Bendinq Dfic.L/180 1.50 � 362.7 1076.9 453.3 2� X32.3 423.3 2157.3 1.75 266.4 678.3 333.1 1379.8 311.0 1385.5 2.00 204.0 454.3 255.0 857.4 238.1 910• ' 1 2.25 161.2 319.1 201.5 602.2 188.1 639.2 2.50 130.6 232.6 163.2 439.0 154.2 466.0 2.75 107.9 X7.9 174.8 134.9 329.8 125.9 350.1 3.00 90.7 134.6 113.3 254.0 105.8 269.7 3.25 77.3 105.9 96.6 199.8 90.2 212.1 3.5o 66.6 84.8 83.3 160.0 77.7 169.8 3.75 58.0 68.9 73.5 130.1 67.7 138.1 4.00 51.0 56.8 63.7 107.2 59.5 113.8 4.25 45.2 47.3 56.5 89.3 52.7 94.8 4.50 40.3 39.9 50.4 75.3 47.o 79.9 4.75 36.2 33.9 45.2 64.0 42.2 67.9 5.00 32.6 29.1 4o.8 54.9 38.1 58.2 5.25 29.6 25.1 37.0 47.4 34.6 50.3 5.50 7.0 21.8 33.7 41.2 31.5 43.8 5.75.. 24.7' 19.1 30.9 36.1 28.8 38.3 6.00 22.7 16.8 28.3 31.8 26.5 33.7 6.25 2o.9 14.9 26.1 28.1 24.4 29.8 6.50 19.3 13.2 24.1 25.0 22.5 26.5 6.75 17.9 11.8 22.4 22.3 20.9 23.7 7.00 16.7 10.6 20.8 20.0 19.4 21.2 7.25 15.5 9.5 19.4 18.0 18.1 19.1 7.5o 14.5 8.6 4.1 16.3 16.9 17.3 7.75 13.6 7.3 17.0 14.7 15.E 15.6 8.00 12.7 7.1 15.9 13.4 14.9 14.E The above values may be increased by 33.33% for wind load ECONGee^,R_ r FFi�--I 1 I NG DE-_: I Gr-4 By RM.J Sheet D- Date 01-28-1989 CUst .JOHN STAR .Job # 9028 PURLIN DESIGN Span = 2'0 ft. Tributary width = 5 ft. Fy = 50 k.si Actual. w (dl + 1 1) _ ( 1.6 psf + 20 psf) x 5 ft. = 108 l b/ft # ?� USE: 8.5 in. 'Z' 16 as Simole Span at 5 Ft o.c. max ### Allowable w (dl +l 1) = 109 'Ib/ft (chart 'D') Ok:::: EAVE STRUT DESIGN SPAN = 2Q it. Tributary width = 2.05 ft. Actual w (dl +11 = 47.07 l b/ft / *?�$ USE: 8.5 in. x 8.5 in. 16 ga simple span Eavestrut y Allowable w (d l +1 1) = (20,000 * 2.47 / 20 ''2) = 123.5 l b/ft :SOK<:: GIRT DESIGN 25 @ e Kj 00.Q,2 , #1: Span Ft. Trib. width .= 7 Ft. Actual w(wl) = 99.96 lb.Ft #?�# #1: USE: 8.5 'Z' 16 as at 7.33 ft. elevation ### i�tid W0,U- 6,D -7, 33 4 12' eFeL/ #1: Allowable w(w1) = 109 x 1.33 = 144.97 lb/Ft 0K See chart 'D' By REV Date 01-28-1989 SEC: Or ---J GSA R '-r 1= I*'.AM I r --A i Cust JOHN STAR 0055ON CH9F'T = C, Sheet D- 2 .Job # 9028 SECTION PROPERTIES I Bay I End I Int Fv = 50 k s i IBaysl Fb = 30 k: s i I Bay 1 Bay I Member I ! psi. I Ft. I Lbs/ I Area I Sxx I Syy I Rxx 1 Ryy 1 0 1 I Size 1 0.00/0.00 0 1 109 I 1 1 ! Ft I in''2 I in'3 I in"3 I in. I in. I I I Purlins 1 8.02.75x 16 ga 'Z' 1 3101 l 0.89 1 2.18 1 0.43 1 3.30 1 1.23 1 .60 1 i and 1 8.5::2.7504 25 ga 'Z' ! 3.76 1 1.11 1 2.83 1 0.55 1 3.30 1 1.24 1 .67 1 1 Girts 1 8.02.7016 1 111 1 ga 'C' 1 3.01 1 0.89 1 2.18 1 0.38 1 3.30 1 1.01 1 .60 1 1 1 8.50.7014 0 qa 'C' 1 3.76 1 1.11 1 2.83 1 0.47 1 3.30 I 1.01 1 .67 1 ! Eave l 8.5>: 2.75x 16 ga 16 1 3.78 1 1 .1 1 1 2.39 1 0.49 1 3.50 1 1.54 1 .72 1 1 Struts 1 8.02.7014 1 1 ga 1 30 1 4.72 1 1.39 1 2.98 1 0.61 1 3.50 1 1.55 1 .79 1 CONTINUOUS FURLIN DESIGN I No.l Live I Bay I End I Int I Laos (Allow! IBaysl Load (Space I Bay 1 Bay 1 Ft./Ft. I Lbs/1 I ! psi. I Ft. I Gage I Gage I I Ft. I I i 109 1 I 20 1 16 1 0 1 0.00/0.00 0 1 109 I 1 1 20 1 25 1 16 1 0 1 2.67/2.67 1 107 1 I 1 14 1 1 3o 1 14 1 0 1 4.00/4.00 1 111 1 I .I 107 1 1 2o 1 16 1 0 1 2.00/2.00 1 171 1 1 2 1 25 1 25 1 14 1 o 1 2.67/2.67 1 156 1 I I 14 1 ! 30 ! 14 1 0 1 4.00/4.00 1 111 1 I I 60 I 1 20 1 16 1 o 1 2.00/2.00 1 171 1 1 1 30 1 25 1 14 1 0 1 2.67/2.67 1 156 1 ! I 14 1 1 30 1 14 1 16 1 1 4.00/4.00 I Ill ! I I 63 1 1 20 1 16 1 16 1 o. 0/0.0o 1 109 1 1 1 20 1 25 1 16 1 16 1 2.67/2.00 1117 1 1 1 1 30 1 14 1 16 1 4.00/2.67'1 108 1 1 1 1 20 1 16 1 16 1 0.96/0.96 1 168 1 1 3! 25 1 25 1 14 1 16 1 .67/2.00 1 150 1 ! I' I 30 1 14 1 16 1 4.00/2.67 1 108 1 l 1 1 20 1 16 1 16 1 0.96/0.96 1 168 1 1 ..1 30 1 25 I 14 1 16 1 4.00/2.67 1 158 1 i 1 1 30 1 14 1 16 1 4.00/2.67 1 106 1 I 1 1 20 1 16 1 16 1 0.00/0.00 1 109 1 1 1 20 1 25 1 16 1 16 1 2.67/2.00 1 119 1 1 ! 1 3(2 1 14 1 16 1 4.00/2.67 1 109 1 ! I 1 20 1 16 l 16 1 0.96/0.96 1 156 1 1 4 1 25 1 25 1 14 1 16 1 2.67/2.00 1 138 1 1 1 1 30 1 14 1 16 1 4.00/2.67 i 109 1 1 1 1 20 1 16 1 16 1 0.96/0.96 1 156 1 I 1 30 1 25 1 14 1 16 1 4.00/2.67 1 165 1 ! ! 1 30 1 14 1 16 1 4.00/2.67 1 109 1 SIMPLE SPAN DESIGN ! Bay I Mbr I Allow I ISpace! Gage 1 Lbs/ 1 1 Ft 1 1 Ft. I 1 18 1 16 1 135. 1 ! 1 14 1 175 1 19 1 16 1 121 1 1 1 14 1 157 1 ! 20 ! 16 1 109 1 1 1 14 1 141 1 1 21 1 16 1 99 1 I 1 14 1 128 1 1 22 1 16 1 90 1 1 1 14 1 117 1 1 23 1 16 1 82 1 1 1 14 1 107 1 1 24 1 16 1 76 1 1 I 14 1 98 1 1 25 1 16 1 70 1 1 1 14 1 91 1 1 26 1 14 1 64 1 ! 1 14 1 84 1 1 27 1 16 1 60 I I 1 14 1 78 1 1 28 1 16 1 56 1 1 14 1 72 1 29 1 16 1 52 ! 1 1 14 1 67 1 ! 30 1 16 1 48 . 1 1 1 14 1 63 1 Er ---a D t: •-J oc:, L_ L_ F F: r =�C =1 I t r� cE_ ► ;r By FH Sheet E— Date 03109 i a9 Oust .JOHN STAR .Joo #F 902E RAKE BEAM DESIGN Span = 25 ft. Trib. width = 10 it Actual w (dl *l l ) = (1.6 p=_f + 16 psi) x 10 it = 176 lb/ft Allowable w(dl+il) = 183 lb/ft (See chart 'E') CORNER. POST DESIGN Length = 12.88 ft Trib. width = 10 it Actual w(wl ) = 9.53 psi x 10 it = 9 • lb/it *{# USE: 8.5 x 6.5 x 16 ga 'G' S = 4.91 in"3 Allowable w(wl) = 592 x 1.33 = 787 Wit (See chart 'E') END POST DESIGN @ C.L. B L = 15 ft T .W. = 25 ft Actual w(wi ) = 237 lb/ft USE; (2) 8.5 x 2.75 „ 16 as 'O'=_ 5 = 4.36 in.::3 Allowable Qwl i = 387 x 1.33 = 514 lb/ft (See chart ' E` } c , By RM.J Date 01-28-1989 ENDis•:AL_L_ FRAMING C',E I rpt Cust JOHN STAR Sheet E- Q. .Job # 9028 (3) Three Plate Built-up Shapes: i aotn to of ON C• FAKA F:T E 1 5yy t KXX i Nyy t Nt i I 1 8.5 1 Light Gauge Coldformed Shapes: I 3/16 1 1 10 FY = 50 ksi, Fb = 30 ksi 1 1 1.56 1 I 1 3.60 1 I 1.15 1 1 1.33 1 1 8.5 1 1 5 :; 1/4 1 10 I SIZE I Wt/ft I area I Sxx I Syy 1 Rxx I Ryy 1 0 1 I 1 8.5 x I I 2.75 x 16 ga 'C' 1 3.00 I 1 0.87 I I I. 2.18 1 I 0.43 1 I 3.30 1 1.23 I I 1 .60 1 I 8.5 . x I I 2.75 x 14 ga ' C ' 1 3.67 I 1 1.08 I I 1 2.83 1 I 0.55 1 I 3.30 1 1.24 I i 1 .67 1 1 8.5 x I I 2.75 x 16 ga '7C' I I 6.00 I 1 1.74. I I 1 4.36 1 I 0.99 1 I 3.30 1 1.55 I I 1 .60 1 1 8.5 x 2.75 „ 14 ga ' 7 C' I 7.34 I 1 2.16 { I 1 5.66 1 I 1.28 8 1 I 3.30 1 1.57 1 I 1 .67 i I 1 10 x I 3.5 x 14 ga 'Z' 1 4.55 I 1 1.34 I i 1 4.14 1 I 1.15 1 I 3.93 1 1.63 I I 1 ..62 1 1 10x 3.5x 12ga'Z' 1 6.49 1 1.91 1 5.72 1 1.0-1 3.91 1 1.63 1 .71 1 1 8.5 x 8.5 x 16 ga 'G' 1 4.89 (I 1 1.44 1 3.34 1 3.34 1 3.19 1 3.19 1 .60 1 I I I I i ► I (3) Three Plate Built-up Shapes: i aotn i tig size i weo i wtitt j area i bxx 1 5yy t KXX i Nyy t Nt i I 1 8.5 1 i 1 5 x 1 I 3/16 1 1 10 I ga 1 1 I 10.08 1 I 2.97 1 9.04 1 1 1.56 1 I 1 3.60 1 I 1.15 1 1 1.33 1 1 8.5 1 1 5 :; 1/4 1 10 ga 1 1 12.14 1 1 3.58 1 11.36 1 1 2.08 1 1 1 3.67 1 1 1.21 1 1 1.36 1 1 8.5 1 1 1 6 x 1 1 1/4 1 1 10 1 ga 1 1 I 13.84 1 1 I 4.08 1 1 13.36 I 1 3.00 1 I I 1 3.73 1 I I I 1.49 1 I I 1.64 1 I 1 8.5 I 1 6 x I 1/4 1 I 10 ga 1 I 17.24 1 I 5.08 1 I 17.36 1 5.33 I 1 3.81 1 I I 2.05 1 I 2.22 1 I NOTE: Rake beams and end posts are designed as simple span. End post anchorage: '(2) 3/4 dia. anchor bolts. Formulae for Allowable Load Determination: M=wx L''2 /8 then w=S.. M /L'2=8„ (Fb x S)/L"2 Allowable w = (8 „ 30000 x S/12) /L'2 = 20,000 x S / L'2 RIGID F Rtr--t 1 E r,t- A L -Y �S I '- By RMJ Date 01-28-1989 LOADS Dead Load = 3 PSF BUILDING DIMENSIONS Bldg Width = 50 Ft Roof slope = 1 in 12 MEMBER DATA CUst JOHN STAR Live Load = 12 PSF Sheet F- I .Job # 9029 Wind Load = 20 PSF Eave Height = 14 Ft Trib. Width = 20 Ft Purlin Depth = 8.5 In Girt Doth = 8.5 In Member Length Flange Size Web Thk: Depths 7.5 Ft. In. In. In. COLUMN 12.79 5 >; .25- .1345 7 to 17 HAUNCH RAFTED; 12.2 5 :< .25 .1345 15 to 15 RIDGE RAFTER 11.45 5 :. .25 .1345 15 to 15 ***USE: 50 .000 psi minimum viel d steel*** CLEARANCES Inside Base = 47.42 Ft. Inside [.-::nee = 45.75 Ft. Under k::nee = 12.15 Ft. Under Ridge = 14.08 Ft. BASE REACTIONS, Kios (GLOBAL SIGN CONVENTION) DL+LL DL+WL WL HA 3.72 - 3.78 - 4.52 VA 7.5 .4'22 - 1.08 HE - 3.72 - 2.66 - 1.91 VE 7.5 1.08 Imo:: IG I D E R A" E A r---! A L YS IS By RM? Sheet F- 2 Urate 01-2S-1989 Cult JOHN STAR .Job # 9028 CALCULATIONS I I PROPERTIES OF FRAME 1 DL+LL MOMENT I WL MOMENT I I A I I B I I I S I L I. X I Y I U I I I M I M I C I I I I I ft I I ft I I ft I in 1 in`4 I I ft -I•:: I Ift-k I I I 11 2.561 .041 I 1.231 ! 8051 I 421 I 201 1 01 1 51 11 71 1251 1 21 2.561 .131 3.831 10.141 711 1101 01 281 211 6201 1 31 2.561 .221 6.391 12.231 1071 2 a1! 1 1 511 321 10351 1 41 2.561 .311 8.951 14.331 1531 2771 21 701 411 12841 1 51 2.561 .391 11.51 16.421 2081 3361 21 851 471 13901 i 61 2.441 1.651 12.881 151 1701 4931 111 4331 491 19031 1 71 2.441 4.081 13.09! 151 1701 5091 261 10401 491 19421 1 8 ! 2.441 6.511 13.291 151 1701 1 5251 401 15951 501 19821 1 91 2.441 8.941 13.491 151 1701 5411 521 20951 501 2021 1 1 101 2.441 11.381 13.691 15 1701 5571 621 25361 501 20591 I 111 2.391 13.731 13.391 151 1701 5381 701 27281 501 19671 1 121 2.291 16.011 14.081 151 1701 5531 761 30111 5: � 1 20011 1 131 2.291 18.3114.2710 5681 81! 32381 511 203 1 141 2.291 20.581 14.461 151 1701 1 5831 841 34061 511 20661 1 151 1 2.291 22.861 14.651 151 1701 5991 861 35181 511 20981 1 I SUMMATION 6410 23846 245321 1 1 A = (Y'2*L)/(I*100) B = (M*Y*L)/(I*100) DEAD LOAD + LIVE LOAD C = (M*Y*L)/(I*100) DEAD LOAD + WIND LOAD DL + LL H = (SUM B)/(SUM A) DL + WL H = (SUM C)/(2*SUM A) RIGID FRAME ANAL-'YSIS By RM.J Skeet F- 3 Lute 01-28-1989 Cast JOHN STAR Job # 9026 STRESSES DEAD LOAD + LIVE LOAD Axial Fa Moment Fb Shear Fv Mbr Seg Lbs Psi Ft -Lb Psi Lbs Psi --------------------------------------------------------- -------------- 1 7622 2168 -442$ -4994 3462 3411 2 7622. 2007 -13284 -11356 3462 2670 3 7622 1869 -22140 -15068 3462 2193 4 7622 1748 -30996 -17361 3462 1861 5 7622 1642 -39852 -18818 3462 1616 1 4264 958 -36595 -19357 69910 3584 2 4203 944 -21936 -11603 6263 3211 3 4142 930 -9050 -4787 5536 2838 4 4o82 917 20 63 109i 4809 2466 5 4021 903 11403 6031 4083 2093 3 ----------------------------------------------------------------------- i 3963 890 18764 9925 3375 1732 2 3906 877 24303 12855 2696 1382 3 3849 864 23282 14959 2014 1032 4 3792 852 30698 16238 1332 683 _� 5 �73_� 3 5 ��9 83 �1 _�_�� 3 552 ebb c� 1,6690 5- 6. �c� 3 3 �� 4 ----------------------------------------------------------------------- 1 3735 839 31552 16690 650 333 2 3792 852 30698 16238 1332 683 3 3849 864 28282 14959 2014 1032 4 3906 877 24303 12855 2696 1382 5 3963 891: 18764 9925 3378 1732 5----------------------------------------------------------------------- 1 4021 903 11403 6031 4083 30:93 2 4082 917 2063 1091 4809 2466 3 4142 930 -9O50 -4787 5536 2838 4 4203 944 -21936 -11603 6263 3211 5 4264 958 -36595 -19357 6990 3584 6-1 --------------------------------------------------------------------- 1 7622 1642 —39852 -18818 3462 1616 2 762 1748 -30996 -17361 3462 1861 3 7622 1869 -22140 -15068 3462 2193 4 7622 2007 -13284 -11356 3462 2670 5 ------------------------------=---------------------------------------- 7622 2168 -4428 -4994 3462 3411 RIGID FRAME ANAL-YSIS By RM.J Sheet F- 4 - Lute 01-28-00 Cust .JOHN STAR .Job # 9028 STRESSES DEAD LOAD + WIND LOAD Total Frame Weight = 1120 Lbs. Axial Fa Moment Fb Shear Fv Mbr Seg Lbs Psi Ft -Lb Psi Lbs Psi 1----------------------------------------------------------------------- 1 399 393 4517 5094 745 734 434 335 11592 9909 276 212 3 469 297 16053 10925 1298 822 4 504 271 17900 i l 0026 2320 1247 5 538 251 17133 8090 3341 1560 1 3991 2046 15934 8428 593 304. 2 4060 2081 16109 8521 454 232 3 4129 2117 15913 8417 315 161 4 4197 2152 15346 8117 177 90 4266 2187 14408 7621 38 19 1 4332 2221 13145 6953 95 49 2 4397 2254 11589 6130 226 115 3 4461 2237 9 707 5134 356 182 4 456 2320 7498 3966 486 249 4590 2353 4962 2624 616 316 4 ----------------------------------------------------------------------- 1 2266 509 2913 1541 4784 2453 2324 522 647 342 4102 2103 3 2381 535 -1932 -1022 3420 1753 4 2438 547 -4823 -2551 2738 1404 5 2495 5611 -3026 -4246 2056 1054 1 2554 573 -11662 -6169 1351 693 2 2614 587 -1576,E -8338 624 320 3 2675 601 -20218 -10695 1695 543 273 4 2735 614 -25028 -13239 1270 651 5 2796 623 -30192 -15970 1996 1023 6----------------------------------------------------------------------- 1 2366 574 -29561 -13959 2562 - -1199 2 2606 611 -.: 2 i 49.i 2 8 -I87 .•a8 ' 2 C 1380 i 2666 653 -16423 -11177 2568 1627 27 4 2666 702 -9854 -8423 2563+ 1980 --------------------------------------------L--=-------------------=--- 2666 758 -3285 -3705 2568 253C) Total Frame Weight = 1120 Lbs. RIGID F R "E G Oi`--al`--1 E C—r I CJ" D E IG" By RM•3 Sheet F- Lute 01-3b-109 Cust JOHN STAR .Job # 9028 ALLOWABLE BOLT TENSION Based on plate thickness of .5 in. ( 43 ksi) with stiffener =.12.08 k/bol t Based on plate thickness of .5 in. ( 42 k:si) w/o stiffener = 6.04 k/bol t * USE: .5 in. thick bolting plates My = 42 k:si) with 3/4 in. ASTM (A325 -N) high strength bolts KNEE CONNECTION Bolt Plate length = 21.5 in. (1 row of bolts outside flange) Actual Dead + Live moment = 478 in -K (Outside bolts in tension) Actual Dead + Wind moment = 206 in -K (Inside bolts in tension) Allow moment = 820 in -K (DL+L L) w/ 2 rows of bolts w/ 0 stiffener Allow moment = 673 in -k; (DL+WL) wl 2 rows of bolts w/ 0 stiffener RAFTER SPLICE CONNECTION Bolt Plate length = 16 in. Actual Dead + Live moment = 379 in -K (Inside bolts in tension) Actual Dead + Wind momtnt = 60 in -K (Outside bolts in tension) Allow moment = 434 in -K (DL+LL) w/ 2 rows of bolts w/ 0 stiffener Allow moment = 577 in -K (DL+WL) w/ 2 rows of bolts w/ 0 stiffener COLUMN'BASE PLATE Vertical load = 7500 lbs USE: BASE PLATE 6 x 8 .. .375 Fy = 42 k: s i Allowable thickness = 1 x sor( 7.5 / ( 6 r.8 )/.25/ 42.) = .122 in. By RM.J Elate 01-28-1989 Bldg width = 50 ft Eave height = 14 ft Cust .JOHN STAR Sheet G - •Job # 902e Bldg length = 8i ft Frame spacing = 30 ft average endwall height = 7.52 ft Wind load = 14.8 psf V = 2684 lbs Seismic Zone 4 V=ZIKCSW = .14 ( 3 x 80 + 2 x 3 x 7.52 ) ( 50 / 2) = 1000 lbs WIND LOAD GOVERNS SIDEWALL BRACING Wind load at eave = 14.28 psf „ 7.52 ft x 25 ft = 2.68 kips ( 1 ) diagonal sidewall braces req'd as shown on sheet B-1 Max tension = 2.68 / X sqr ( 20 + 14 '2)/ 20 = 5.54 kips *** ` Rotate wind bracing to one s i dewal 1 *** �1�w� I *?� USE: 3/8 dia extra high strength cable ASTM Breaking strength = 15,400 lbs Safety Factor = 15.4 k: / 6.54 k: = 2.35 >Ok::< SPECIFICATIONS GENERAL DESIGN: Structure shall be designed in compliance with the requirements of the "Metal Building Manufacturers Association Design Practices Manual" "Uniform Building Code" "American Insitute ofgtoel Construction" and "American Iron and Steel Institute" specifications, 4he latest edition of each of these publications shall apply. Standard design loads: Live load, Wind load and Seismic per Uniform Building Code. Standard load combinations are: Dead load'plus Live load, Dead Load plus Wind load. Additional loads and load combinations can be designed to meet local building department requirements. PRIMARY FRAMING: Rigid frames: Shall be either tapered or constant depth "I" beam sections fabricated by automatic welding. Rigid frames shall be bolted together where required with A-325 bolts. Post and Beam End Frames: Shall be fabricated of either cold formed sections or built-up sections, fabricated by automatic welding, as dictated by design loads. Anchorage: Building shall be anchored to concrete foundations at the base of frame columns with anchor bolts cast in place. Column base reactions are indicated in the structural calculations for use in preparing foundation design by others. SECONDARY FRAMING: Purlins and girts shall be fabricated of cold formed steel 8 1/2 inches deep with a 2 3/4 inch wide stiffened flange. Minimum thickness is 16 U S gage. Spacing and gage of these members shall be as determined by design and shown on the plans. Purlins and-girts shall be attached to the primary framing members with 1/2 inch diameter A-307 bolts. PRIMARY AND SECONDARY FRAMING PAINT: All frames, purlins and girts shall receive one (i) shop coat of rust inhibitive primer after being thoroughly cleaned of all loose mill and scale rust. PRIMARY AND SECONDARY FRAMING MATERIAL SPECIFICATIONS: Plates and bars used in fabricating automatically continuous welded beams and columns. Materials conform to the chemistry requirements of ASTM A-36 Minimum Yield Point = 42.0 ksi. Structural Pipes: Materials conform to the chemistry requirements of ASTM A53. Cold Formed Steel: Steel used to form purlins and girts shall be hot rolled steel. Materials conform to the chemistry requirements of ASTM A607 Grade 50 or ASTM A570 grade. ROOF AND WALL COVERING: fi Roof and wall covering shall be formed from galvanized steel of minimum 26 U S gage with not less l/ than 1.250 per sq. ft. of zinc coating. Materials all conform to the chemistry requirements of ASTM A446. Roof and wall panels shall be fastened to framing members with #12 hex -head cadmium plated self-tappin , self -drilling screws. Factory coa ed baked enamel colored roof and wall sheets will be provided optionally with colors to be selected from available colors. High ribs of thepanel shall be spaced at 12 inches on center. These ribs shall be 1 1/4 inches in depth. Roof and wall panels shall be made to overlap one rib. The panels shall provide a net coverage of 3'-0". Fiberglass Reinforced Translucent Panels: Where translucent roof or sidewall panels are indicated they shall have a profile matching the adjacent steel panels. Nominal weight of panels shall be 8 oz. per sq. it. and a nominal thickness of .060 inches. WALK DOORS: Walk Doors: Standard walk door shall be 3'-0" x 7'-0" x 1 3/4 inch thick single swing flush type steel construction. Doors shall be galvanized and bonderized for maximum rust protection. RIDGE VENTILATORS: Where specified, ventilators shall be either continuous or circular ridge mounted. Circular vents maybe either stationary or rotary type. GUTTER, TRIM AND DOWNSPOUT: Gable, corner, window, eave and gutters shall be of 26 U S gage galvanized steel. All gutter splices shall be field riveted and caulked to provide leakproof joints. RIDGE CAP: The standard formed ridge cap shall be formed to match the roof slope and shall be of the same materials, color and configuration as the roof panels. SEALANTS: Closure Strips: Strips shall be constructed of semi-rigid pol ethylene form. Tape Sealant: Ribbon mastic 3/32" x 3/4" shall be provided for side and end laps of roof panels . COMMERCIAL BUILDING COMPONENTS INC PO BOX 1009 LATHROP CALIFORNIA C 209 3 9133 - 0910 AGENDA ITEM AGENDA REPORT TO: Honorable Chair and Planning Commission FROM: Barry K. Hogan, Planning Manager DATE: October 5, 1995 REQUEST: John Stam A request for consideration of assistance by the County to provide a procedure -for allowing a contractor to utilize his homesite for storage of supplies and equipment used for his various contracting jobs. RELATED ITEMS: None FOR: Planning Commission Meeting of October 12,'1995 SUMMARY: This item was initiated by a request of John Starr at a previous Planning Commission meeting. The Planning Commission requested that staff examine the options available to resolve Mr. Starr's problem. In the preparation of this report staff consulted with County Counsel. We were informed by County Counsel that the Planning Commission does not have the authority to adopt an interpretation of Chapter 24. Only the Board of Supervisors has this authority. There are three options available to Mr. Starr. They are as follows: ■ Mr. Starr could initiate a Zoning Ordinance Amendment ■ The Board of Supervisors could initiate an Zoning Ordinance Amendment ■ Mr. Starr could wait for this item to be considered as part of the Comprehensive Plan RECOMMENDATION: Staff recommends that the Planning Commission take no further action on this item. �/ - /- ' y "T �i (/i''�i / ,.C-iYI�% � � v jZ d`aZ �' / �.! � /i G�77•�— K:\pereports\starr.rpt �Cc c%Oj, �! �` ,1�•�� f �jv70d CSS f � r y,go104Yle"-, ■ Butte County Planning Commission Agenda Report ■ 1 neo COMMERCIAL PLAN CHECKING GUIDE (1994)U.B.C. OWNER: 1C:) ZarF(Z, BUII,DINGPE ER:7�0 ` � PLAN CHECKER: (Z AP.NUMBER:068 - (0 3j- ^G/4:> B. C. GENERAL: Zoning requirements, Planning approval. Valuation. Plans signed by an engineer -or architect. 13tX" AI L� oft Proper description.or work on application. Existing violations on property. Items on data sheet'(W.C., fees, Health, Impact Fees., License Law, etc.). Improvements or drainage, Land Development approval. PLOT PLAN: Complete parcel size and dimensions. Setbacks, sideyards, easements; etc.. Other buildings or structures. - Grading, fills, drainage.AY Flood hazard: Special conditions on creation map (noise, C D.F�.,,sprinklers, foundations, etc. F.A.U. & F.A.S. road set back: Building or utilities across lot lines (Lot Merger). OCCUPANCY REQUIREMENTS: Building use: Tip' S Occupancy Group: Building floor area: Basic allowable floor area: Basis`for`mcreas- Type of Construction: f —N OccupantLoad: sq. ft. Total allowab a floor area: February 1996 3.4 , Compliance with specific occupancy requirement. G2� Occupancy separations (Section 302). V,1 A— Area separations (Section 504.6). V 'A �e � • ` �- ti U �% Firewalls due to location on property (Section 503). Maximum height requirements (Section 506). 6" Draft stops (Section 1505). Ventilation and special hazards requirements (Section 3)'. 8--l" Automatic fire sprinkler system (Section 904). 9 Fire alarm systems (Section 310.10). 1:0.' Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). 11. Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, 0 H Occupancies. 12. Smoke detection system. 13 C.D.F. or State Fire Marshal plan review. jf 4� Electrical Code Requirements (Medical - Article 517, Assembly - Article 518, etc.). L,B. Physical Disability Requirements (Title 24). r o Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS: 1 Roof covering requirements (Section 1503). 2.� Parapet walls (Section 709.4). Toilet room floors and walls (Section 807).x. Guardrails (Section 509). February 1996 3.4 , Detailed types of construction requirements. Proper roof pitch for roof covering (Section 1507 & 1508). ° Attic access and ventilation (Section 1505). Roof drainage (Section 1506). Skylights Section (2409 & 2603). Stages and platforms (Section 405). - Interior wall and ceiling finish (Section 801). Fire resistive requirements. Walls, floor, ceiling, penetrations (Section 702).' Wall and ceiling covering installation (Section 2500). Glass, glazing, Human Impact - Safety Glazing (Section. 713.9 & 2406). Foam Plastic (Section 1715). -STAIRS, EXITS AND OCCUPANT LOADS: General Exit Requirements (Section 1001.4 & 1006.3). Number of exits, width and locations (Section 1003). Doors (Section 1004). Corridors and exterior exit balconies (Section 1005). Stairways, rise and run, width, winders, and construction (Section 1006). _Horizontal exit (Section 1008). Exit and smoke proof enclosures (Section 1009) Exit signs and illuminations (Section_1013). Aisles and seating (Section 1014 & 1015). - Exits for occupancy groups (Sections 1016 - 1019). - Floor level exit signs (Title 24 & Section 1013). MISCELLANEOUS REQUIREMENTS: Masonry chimney (Section 3102). Veneer (Section 1403). _ Special Inspection per U.B.C. Section 1701). High Strength Bolting. Field Welding. Masonry (full stress). Concrete (f c>2500psi). Special Certifications - Mill Certificates. Expansive soil - Special design. Cut/Fill slopes, compaction tests, grading. Noise requirements (Planning, Appendix Section 1208). Weld electrode, welder certificate. ENGINEERING REQUIREMENTS: Complete calculations, correct design criteria. Complete shear transfer details, roof to foundation. Complete structural material specifications. Shear wall anchorage based upon wall shear. Roof diaphragm chord, collector, drag struts. Combined tension and shear @ steel'RF anchor bolts. Braced roof and wall bays. OTHER: February 1996 G ?R0 I G o 1 J 3.5 SPECIFICATIONS N'-� Thc ii GENERAL DESIGN: Structure shall be designed in compliance with the requirements of the "Metal Building Manufacturers Association Design Practices Manual" "Uniform Building Code" "American Insitute eichto;ltAese I titian shall *American Iron and Steel Institute" specifications, 4he latest edition of apply. Standard design loads: Live load, Wind load and Seismicer Uniform Building Code. Standard load combinations are: Dead load plus Live load, Dead Load plus Wind load. Additional loads and load combinations can be designed to meet local building department requirements. PRIMARY FRAMING: Rigid frames: Shall be either tapered or constant depth "I" beam sections fabricated by automatic welding. Rigid frames shall be bolted together where required with A-325 bolts. Post and Beam End Frames: Shall be fabricated of either cold formed sections or built-up sections, fabricated by automatic welding, as dictated by design loads. Anchorage: Building shall be anchored to concrete foundations at the base of frame columns with anchor bolts cast in place. Column base reactions are indicated in the structural calculations for use in preparing foundation design by others. SECONDARY FRAMING: Purlins and girts shall be fabricated of cold formed steel 8 1/2 inches deep with a 2 3/4 inch wide stiffened flange. Minimum thickness is 16 U S ga e. Spacingand gage of these members shall be as determined by design and shown on the plans. purlins and-girts shall be attached to the primary framing members with 1/2 inch diameter A-307 bolts. PRIMARY AND SECONDARY FRAMING PAINT: All frames, purlins and girts shall receive one I1) shop coat of rust inhibitive primer after being thoroughly cleaned of all loose mill and scale rust. PRIMARY AND SECONDARY FRAMING MATERIAL SPECIFICATIONS: Plates and bars used in fabricating automatically continuous welded beams and columns. Materials conform to the chemistry requirements of ASTM A-36 Minimum Yield Point = 42.0 ksi. Structural Pipes: Materials conform to the chemistry requirements of ASTM A53. Cold Formed Steel: Steel used to form purlins and girts shall be hot rolled steel. Materials conform to the chemistry requirements of ASTM A607 Grade 50 or ASTM A570 grade. ROOF AND WALL COVERING: Roof and wall covering shall be formed from galvanized steel of minimum 26 U S gage with not less than 1.250 per sq. ft. of zinc coati in . Materials all conform to the cheminly requirements of ASTM A446. Roof and wall panels shall be fastened to framing members with #12 hex -head cadmium plated self -tapping, self -drilling screws. Factory coated baked enamel colored roof and wall sheets will be provided optionally with colors to be selected from available colors. High ribs of thepanel shall be spaced at 12 inches on center. These ribs shall be 1 1/4 inches in depth. Roof and wall panels shall be made to overlap one rib. The panels shall provide a net coverage of 3'-0". Fiberglass Reinforced Translucent Panels: Where translucent roof or sidewall panels are indicated they shall have a profile matching the adjacent steel panels. Nominal weight of panels shall be 8 oz. per sq. ft. and a nominal thickness of .060 inches. WALK DOORS: Walk Doors: Standard walk door shall be 3'-0" x 7'-0" x 1 3/4 inch thick single swing flush type steel construction. Doors shall be galvanized and bonderized for maximum rust protection. RIDGE VENTILATORS: Where specified, ventilators shall be either continuous or circular ridge mounted. Circular vents maybe either stationary or rotary type. GUTTER, TRIM AND DOWNSPOUT: Gable, corner, window, eave and gutters shall be of 26 U S gage galvanized steel. All gutter splices shall be field riveted and caulked to provide leakproof joints. RIDGE CAP: The standard formed ridge cap shall be formed to match the roof slope and shall be of the same materials, color and configuration as the roof panels. SEALANTS: ePPStrips: Strips "tprovided pVtiTapSealant:Rbbm tic 3/32 x 3/4" shall be orsde and end laps of roof panels . COMMERCIAL BUILDING COMPONENTS INC ` PO BOX 1009 LATHROP CALIFORNIA C 209 ) 983 - 0910 SPECIFICATIONS GENERAL DESIGN: Structure shall be designed in compliance with the requirements of the "Metal Building Manufacturers Association Design Practices Manual" "Uniform Building Code" "American Insitute of�teil Construction" ions sh"American ll ric In Iron and Steel Institute" specifications, 4he latest edition of ea o these apply. Standard design loads: Live load, Wind load and Seismicer Uniform Building Code. Standard load combinations are: Dead load plus Live load, Dead Load plus Wind load. Additional loads and load combinations can be designed to meet local building department requirements. PRIMARY FRAMING: Rigid frames: Shall be either tapered or constant depth "I" beam sections fabricated by automatic welding. Rigid frames shall be bolted together where required with A-325 bolts. Post and Beam End Frames: Shall be fabricated of either cold formed sections or built-up sections, fabricated by automatic welding, as dictated by design loads. Anchorage: Building shall be anchored to concrete foundations at the base of frame columns with anchor bolts cast in place. Column base reactions are indicated in the structural calculations for use in preparing foundation design by others. SECONDARY FRAMING: Purlins and girts shall be fabricated of cold formed steel 8 1/2 inches deep with a 2 3/4 inch wide stiffened flange. Minimum thickness is 16 U S gage. Spacingand gage of these members shall be as determined by design and shown on the plans. purlins and-girts shall be attached to the primary framing members with 1/2 inch diameter A-307 bolts. PRIMARY AND SECONDARY FRAMING PAINT: All frames, purlins and girts shall receive one (1) shop coat of rust inhibitive primer after being thoroughly cleaned of all loose mill and scale rust. PRIMARY AND SECONDARY FRAMING MATERIAL SPECIFICATIONS: Plates and bars used in fabricating automatically continuous welded beams and columns. Materials conform to the chemistry requirements of ASTM A-36 Minimum Yield Point = 42.0 ksi. Structural Pipes: Materials conform to the chemistry requirements of ASTM A53. Cold Formed Steel: Steel used to form purlins and girts shall be hot rolled steel. Materials conform to the chemistry requirements of ASTM A607 Grade 50 or ASTM A570 grade. ROOF AND WALL COVERING: Roof and wall covering shall be formed from galvanized steel of minimum 26 U S gage with not less than 1.250 per sq. ft. of zinc coatin . Materials all conform to the chemily requirements of ASTM A446. Roof and wall panels shall be fastened to framing members with #12 hex -head cadmium plated self -tapping, self -drilling screws. Factory coated baked enamel colored roof and wall sheets will be provided optionally with colors to be selected from available colors. High ribs of theanel shall be spaced at 12 inches on center. These ribs shall be 1 1/4 inches in depth. Roof andwallpanels shall be made to overlap one rib. The panels shall provide a net Coverage of 3'-0". Fiberglass Reinforced Translucent Panels: Where translucent roof or sidewall panels are indicated they shall have a profile matching the ad' cent steel panels. Nominal weight of panels shall be 8 oz. per sq. ft. and a nominal thickness of .060 inches. WALK DOORS: Walk Doors: Standard walk door shall be 3'-0" x 7'-0" x 1 3/4 inch thick single swing flush type steel construction. Doors shall be galvanized and bonderized for maximum rust protection. RIDGE VENTILATORS: Where specified, ventilators shall be either continuous or circular ridge mounted. Circular vents maybe either stationary or rotary type. GUTTER, TRIM AND DOWNSPOUT: Gable, corner, window, eave and gutters shall be of 26 U S gage galvanized steel. All gutter splices shall be field riveted and caulked to provide leakproof joints. RIDGE CAP: The standard formed ridge cap shall be formed to match the roof slope and shall be of the same materials, color and configuration as the roof panels. SEALANTS: Closure Strips: Strips shall be constructed of semi-rigid polyethylene form. Tape Sealant: Ribbon mastic 3/32" x 3/4" shall be provided for side and end laps of roof panels . COMMERCIAL BUILDING COMPONENTS INC PO BOX 1009 LATHROP CALIFORNIA C 209 ) 983 - 0910 .lune 24, 1996 'Building industry Association of Superior California Mr. Bill Farrel, Director Butte County Development Services # 7 County Center Drive Oroville, CA 95965 re: Zoning Violation Dear Bill: -13t ti1di11(i -Mt < jury 1 A 1,c• Wr We were quite surprised to learn from John Starr that the matter of him using his own property for activities associated with his construction business have not been solved. We attended a meeting on the .issue with you and Supervisor Meyer this past March and left with the impression that a solution was at hand. The BIA is quite concerned with the County's position of code enforcement action against those that help make this area prosperous and provide needed jobs. Many of our General Contractors and certainly sub- contractors operate out of their homes and have for years. It seems to us that there are many issues that a code enforcement officer could undertake that would be a positive for Butte County. We recommend that the Butte County Zoning Ordinance be revised to permit appropriate construction related activities in residential and agricultural zones. We feel it is extremely urgent to solve this problem for one of our valuable citizens who has been a long-term asset to Butte County. Otherwise, it appears that our building industry which provides much needed economic development is being penalized unfairly. Please work toward an equitable solution on this issue. I believe you feel that the situation can be solved. rely, Mann, Director/Advocate c: Supervisor Vivian Meyer, District 1 John Starr, Better Builders Construction BIA Board of Directors North valley Chapter 55 Independenc<: Cirdc-.', Suite 101 . Chico. California 95926. 916/899-1414. FAX 016/891-3690 Jul. 7 196 21:31 KONICA FAX 720 APPUED :':11 TeSTING :u:�� CONSULTANTS Inspector's Daily Repor PROJECT: Test. High Strength Bolts Afl-k 14- 0 P. 2 69nunnls; 60W Miginnnring (i)hnas(•I. Rood ` Mwing nud Chiro, CA Lmlit-dion 05026 / (rake (t11G) 0trtifirm.inn AAI RAM FILE NO: 96629 INSPECTOR: J. Sears PAGE NO: 1 of 1 WEATHER; Clear, Warm DATE: 07-06-96 On 05 July 1996 we provided testing of ASTM A-325 high strength structural bolts in a pre-engineered ABC steel building located at 243 Ward Blvd, in Oroville. The AP Number at this.address is 068-030-016 and the owner of the property is Mr. John Starr. This building was originally constructed for agricultural use and subsequently changed to storage use. The building is designed with a total of three structural bents, with two haunch connections and one ridge connection in each bent. Each of the connections contains eight 3/4" bolts with hardened steel washers installed beneath the nut. Three bolts were removed from the structure at random for tension/torque testing.in a Skidmore -Wilhelm machine. The test bolts were tightened until a tension of 29,000 lbs was indicated on the load cell dial. The average toraue reauired to produce this tension was 350 ft -lbs. All bolts in the structure were found to be tightened to significantly less than the required minimum torque and each bolt was then tightened to the established torque level of 350 ft -lbs A total of 72 high strength bolts were tested and tightened. It is our judgement that all 3/4" A-325 structural bolts in this structure are now tightened to yield _ the minimum tension required for moment -frame connections, as specified in the AISC Manual of Steel Construction. _ Jul. 7 '96 21:31 GU6o Rughtcoring CA)hnom. Ruud SEP L' no lqk� '44% Chico, CA lunpecaiuu 95026 ^. (lane 0110) f'k mMendon In KONICA FAX 720 14- Dal rt PROJECT: Test High Strength Bolts FILE NO: 96629 INSPECTOR: J. Sears PAGE NO: 1 of 1 P. 2 Mntcrinlx GU6o Rughtcoring CA)hnom. Ruud 71wing and Chico, CA lunpecaiuu 95026 ^. (lane 0110) f'k mMendon AM 6626 WEATHER; Clear, Warm DATE: 07-06-96 On 05 July 1996 we provided testing of ASTM A-325 high strength structural bolts in a pre-engineered ABC steel building located at 243 Ward Blvd. in Oroville. The AP Number at this address is 068-030-016 and the owner of the property is Mr. John Starr. This building was originally constructed for agricultural use and subsequently changed to storage use. The building is designed with a total of three structural bents, with two haunch connections and one ridge connection -in each bent. Each of the connections contains eight 3/4" bolts with hardened steel washers installed beneath the nut. Three bolts were removed from the structure at random for tension/torque testing -in a Skidmore -Wilhelm machine. The test bolts were tightened until a tension of 29,000 lbs was indicated on the load cell dial. The average torque required to produce this tension was 350 ft -lbs. All bolts in the structure were found to be tightened to significantly less than the required minimum torque and each bolt was then tightened to the established torque level of 350 ft -lbs A total of 72 high strength bolts were tested and tightened. It is our judgement that all 3/4" A-325 structural bolts in this structure are now tightened toyicld the minimum tension required for moment -frame connections, as specified in the AISC Manual of Steel Construction. SPECIFICATIONS GENERAL DESIGN: Structure shall be designed in compliance with the requirements of the "Metal Building Manufacturers Association Design Practices Manual" "Uniform Building Code" "American Insitute of gte 1 Construction"and "American Iron and Steel Institute" specifications, 4he latest edition of each o these publications shall apply. Standard design loads: Live load, Wind load and Seismicer Uniform Building Code. Standard load combinations are: Dead load plus Live load, Dead Load plus Wind load. Additional loads and load combinations can be designed to meet local building department requirements. PRIMARY FRAMING: Rigid frames: Shall be either tapered or constant depth "I" beam sections fabricated by automatic welding. Rigid frames shall be bolted together where required with A-325 bolts. Post and Beam End Frames: Shall be fabricated of either cold formed sections or built-up sections, fabricated by automatic welding, as dictated by design loads. Anchorage: Building shall be anchored to concrete foundations at the base of frame columns with anchor bolts cast in place. Column base reactions are indicated in the structural calculations for use in preparing foundation design by others. SECONDARY FRAMING: Purlins and girts shall be fabricated of cold formed steel 8 1/2 inches deep with a 2 3/4 inch wide stiffened flange. Minimum thickness is 16 U S gage. Spacing and gage of these members shall be as determined by design and shown on the plans. Purlins and girts shall be attached to the primary framing members with 1/2 inch diameter A-307 bolts. PRIMARY AND SECONDARY FRAMING PAINT: All frames, purlins and girts shall receive one (1) shop coat of rust inhibitive primer after being thoroughly cleaned of all loose mill and scale rust. PRIMARY AND SECONDARY FRAMING MATERIAL SPECIFICATIONS: Plates and bars used in fabricating automatically continuous welded beams and columns. Materials conform to the chemistry requirements of ASTM A-36 Minimum Yield Point = 42.0 ksi. Structural Pipes: Materials conform to the chemistry requirements of ASTM A53. Cold Formed Steel: Steel used to form purlins and girts shall be hot rolled steel. Materials conform to the chemistry requirements of ASTM A607 Grade 50 or ASTM A570 grade. ROOF AND WALL COVERING: Roof and wall covering shall be formed from galvanized steel of minimum 26 U S gage with not less than 1.250 per sq. ft. of zinc coatin . Materials all conform to the chemi1y requirements of ASTM A446. Roof and wall panels shall be fastened to framing members with #12 hex -head cadmium plated self -tapping, self -drilling screws. Factory coaled baked enamel colored roof and wall sheets will be provided optionally with colors to be selected from available colors. High ribs of thepanel shall be spaced at 12 inches on center. These ribs shall be 1 1/4 inches in depth. Roof and wall panels shall be made to overlap one rib. The panels shall provide a net coverage of 3'-0". Fiberglass Reinforced Translucent Panels: Where translucent roof or sidewall panels are indicated they shall have a profile matching the adjacent steel panels. Nominal weight of panels shall be 8 oz. per sq. ft. and a nominal thickness of .060 inches. WALK DOORS: Walk Doors: Standard walk door shall be 3'-0" x 7'-0" x 1 3/4 inch thick single swing flush type steel construction. Doors shall be galvanized and bonderized for maximum rust protection. RIDGE VENTILATORS: Where specified, ventilators shall be either continuous or circular ridge mounted. Circular vents maybe either stationary or rotary type. GUTTER, TRIM AND DOWNSPOUT: Gable, corner, window, eave and gutters shall be of 26 U S gage galvanized steel. All gutter splices shall be field riveted and caulked to provide leakproof joints. RIDGE CAP: The standard formed ridge cap shall be formed to match the roof slope and shall be of the same materials, color and configuration as the roof panels. SEALANTS: Closure Strips: Strips shall be constructed of semi-rigid poethylene form. Tape Sealant: Ribbon mastic 3/32" x 3/4" shall be provided Zr side and end laps of roof panels . COMMERCIAL BUILDING COMPONENTS INC PO BOX 1009 LATHROP CALIFORNIA C 209 ] 983 - 0910 pXM 4 P ._Ni w�t st, e ;ft rq a qLw"i -rl L"10^n 3,,1-4,g. q A CA$' aljlL.Q1OCi " PATA LC� !fotj2inP9W APAA'-4t-(' AP -'At 14A4 YO.Pr -rarA. 4arATiAJW A00444 ARBA- A60. pr. ASMA 10' W -Pr _Ms W 10 Own And Sy z,. - T4PTAL AP -EA L40M 600���' k.V IL D 'rA u I t2l �4ea ✓A ,ow LZ ,vq2irtagev ARBA'64'(- L,ajz Leve• 14IR4 !ar Levet- V"w -rarAL. CaZAT S,*& -ftp fOOZ44 IAIZP—.A* AMA P7' 5 a5,1. 1-Y,.Frr -C W6.11 md V!,$;T Cn SWO F' AO Ag": livocAw, C4>`@O' TCTA,-- APARA W OE2 .04i-PIUMaJ �P� ....... w'c-. eoO r ff AN ik�. W-4 -140— :k of W'v 17 0M, 9 t.E,.St, !/Jh171Ti01.3�D �F'�+" ',! •�cf l�t� 1.2J2L _ C•ONl7:'IA.�O_/�8<__ 1'M?a `�.pT ,� TOTAL C,1 OiTI013e0 A2eA' 3`l1•. r- �O/Bf/LD PORI-dC AR�Ac 112 �.p' NOTE•-tn m3mri :^,-•t-;rr^r', Stci vy*: , '�!!. yJF•- A^x+Gnf.>^;•+•:..x;^..' :• � �: c' : CG /jrj'. !�i. G?7Y,ra W. �Y (., Tia • • _ yfa�P _.tulP �� Apa±A' _ _ _ Wonv avl a"::^r-x ir:+S� ri a r��, ^r,: C' Y.Y: i • ,r'ir : i'.^7 .. - - a4C+ - .. .-. Unity :3•..r C'�+g. F:.0-. �i�y : T1:+Gvrw 1.:.!w: xn.{ 12GTAJ— ARF -A U�XAM 60Jyir2-UC7 !•.'' { '3:[F :•a - V191d97d1��f *JAI•.. n t .Iwo N. `1SJG•f%t�E. Gln r- 1IIjr ( SO rAll i �, If t .r`SVbwo v.e• � f ./�� . F'. . toz� J l' A ee;berk nC R !rOm the p,p jT, timend o aeamcr - ofw � e m.La road cedlerune of u be cigar of s�vctucue or ogalpmeat woupt { +�1 i a tar a 2 M eavn mernen8 Li ... µ. w'iT' la W• � � r NAP -12 �Lvf�• SiTe F:I AN 'tstO01 rM,.. AQi �[a. (o>g-o3 fv BUTTE COUNTY . CI BUILDING DEPAS . W . - F A,PP.,.P0VE,`3 W. .. J N� nllT�Mr�11.r�A�ArP x'�-.`-. TI .Otmv �•.ZW'�P.SK I•1Llk^+8�,.`� .��v^�'G_. *4. �% AUG -19-96 MON 11:09 AM KELLY.RIDGE.REALTY 19165892942 P.02 4, 92 AC, gU 3 �!s , . ' •, �.s J /6 366 7.08 t t a 22 n K 34C �h c !6! 1 G5 Ac PAI 60-84 4.744C,17 r' t � 97_6. at a .77 1 278.49 6 7. !! j 656 4 ; 10.01 AC. t 90 ' 470 � J � -J;S. 4 1 9' ,; Pc / . � 2 P .4 � J Y� :0. 6 8A 57/5• C ;/r • 26 27 ! 1 T4? v ,�/f 424.3 / t / — 260 • 1 Z ^ P_ j �� 116 142 rs, s JDS UNiT W-2— _ 46. P 3 7h� S. 6 / KII—PG.ir,12 17.96 AC. t v 4.92AG 3 Q, .1� 3 366 7.08 1 t ,� !3 ►• A 9.51AC c SAC oh c . 17 4.74AG 1 4t a .77 97-6'11 1 ??8.�s9 6 . ?. 656 4 ; 10.01 AC. 90 4 70 r 1 r J N •17�l�,.x � f 9• rr C1. 12 P*4� lz 5715,C 1 5.0«C .�27, - 260 P_l 1 r ��' r6 4DS UNFr Ne-2- r - PM 57,x'1-5,b • PGA 1112 17.96 AC. i ;. .',1' JI oo i O� i 08/14/96 1.6:'42" ^C]2098584041 CBC STEEL BLDGS 2001 COMMERCIAL BUILDING COMPONENTS, INC. Pre -Engineered Metal Buildings STOCKTON, CALIFORNIA OFFICE & PLANT P.O. BOX 1009, LATHROP, CA 95330 (209) 983-0910 Cc C =BD Tele Fax: (209) 858-2354 August 14, 1996 John, Starr 5263 Royal Oaks Drive Oroville, Ca. 95966 Subject: 50' x 80' steel building, CBC Job No. 9028 .Gentlemen, Thi;". is to confirm that the subject steel building as designed and fabr doted by CBC in 1989 utilized the provisions of the Uniform Building Code Without the reductions allowed for an agricultural building. The welding indicated on the plans shows the minimum welding required and is adequate for this structure. Special inspection of the welding is generally not required by the building official because it was performed by CBC as an ICBO-ES approved fabricator. -CBC did at that time and still does hold Fabricator Approval No. FA -322. Very truly yours, Aobert Hoekstra, P. E. Calif. Registered Prof. Engineer No. 25602 COUNTY OF BUTTE BUILDING DEPT AUG 15 1996 i s SHIPPING: 1700 E. LOUISE AVE., LATHROP, CA 95330 I; #I 0 - __ �90RHTAJ .eOOr x08 .o q C" J reo-Eae leosl G _� -.aas MOS) -.Xsq aleT I8e(?r ,4 t 12uguA i I� j I7sf2 nrloL swo eAso IsyoR E828 88eze .60 +ellivolo 8S08 .oW doL 080 .gnibiiud Ig912 '08 x '08 :f39tdu8 i n5rrie'1nHc7 ons b9ngiaeo as gnib;iLd 19912 foeidue grit f>;rit millnoo of 2i ,'IdT C� i0liu8 motinU erif to anoiaivoiq erif besi;ilu E?H t ni 080 Yd bets oiidsl gnibliud Islulluongs ns iol bswolls enoiloube7 grit fuodli-.,/ eboD �-3ijup9i gniblew muminim gilf aworia ansiq grit no belsoibni gniblew eriT i(, gniblew grit to noiloegani isio9g8 .s'iuloulle aldl lot 91supebs 2i bns �ym,ioheq asw fi eauso9d Isioitto gnibHud gill yd b91iupel ion yllsioneg �i♦: a bns emit fsrif fs bib 080 iofsohdst bevoiggs 83-0801 ns as 080 yd 1E SSE-A:.oM IsvoiggA iolsoflds9 blori 2goo 2luoy Ylull Ylev .3 .q sl:aNeoH rsc�af� SOHS .oW 7senign3 .1019 bsiwe'lpeA JilsO A i J'.t.'.s9 �..} .SUR+ � _ r � +• .. �; fk 08/14/96 16:42 ^02098584041 CBC STEEL BLDGS Z001 COMMERCIAL BUILDING COMPONENTS, INC. Pre -Engineered Metal Buildings STOCKTON, CALIFORNIA OFFICE & PLANT P.O. BOX 1009, LATHROP, CA 95330 =CP C (209) 983-0910 Tele Fax: (209) 858-2354 August 14, 1996 John Starr 5263 Royal Oaks Drive Oroville, Ca. 95966 Subject: 50' x 80' steel building, CBC Job No. 9028 Gentlemen, Thi:: is to confirm that the subject steel building as designed and fabricated by CBC in 1989 utilized the provisions of the Uniform Building Code without the reductions allowed for an agricultural building. The welding indicated on the plans shows the minimum welding required and is adequate for this structure. Special inspection of the welding is generally not required by the building official because it was performed by CBC as an ICBO-ES approved fabricator. CBC did at that time and still does hold Fabricator Approval No. FA -322. Very truly yours, " 4a-e_4�� - obert Hoekstra, P. E. Calif. Registered Prof. Engineer No. 25602 SECOND CHECK LIST Permit Applicant: John & Belinda Starr Permit #96-1576 Date: 8/7/96 Plans for the above referenced project were reviewed by this office. Please provide additional_ information and/or make revisions to plans, specifications, or calculations as follows: 1. Project. Plans: 0 A) Three complete sets of project plans are needed. One set and a partial set were provided to us. Please provide the necessary sets. B) All plan sheets must be wet signed and stamped by the responsible design engineer or architect. Only the first sheet of the building structural framing plans were signed and wet stamped. C) Provide a project plot plan, building foundation plan and building floor plan. See the attached guide to plan preparation for the required elements. 2. Provide a letter of intent which states the proposed use of the building. This was requested in the first plan check. 3_ Since the building is constructed, the owner must provide verification to the satisfaction of the field inspector that the foundation was built according to the approved foundation plan. This was requested in the first plan check. 4. Obtain project approval from the Butte County Planning Department, Health Department and California Department of Forestry. We can submit the plans to CDF when we have a complete set (including a plot plan as requested above). 5. if the building is to be heated and/or cooled you must provide Energy Design Compliance documents otherwise provide a Statement of Intent for Non -Heated and A/C Building on County forms. A104 o -J w 1.C/ 4,,., r AAs &.MV — 6. Provide calculations and weld sizes for steel structural frame. Plans have some frequently used weld sizes. We need all required weld sizes. Welding conformation to meet the requirements of Special Inspection Policy attached. 7. Structural calculations for foundation provided by Architectural Engineering Specials (dated 7/12/96) have a list of items to be field verified. This list is to be structural 2 a-44 observations as defined by section 1702 of the Unif6rm,, Building C6de'-,jh9 architect or engineer: is to formalize this list and add it to the plans. 8. Structural Steel Frame Calculations: A) Sheet E-1 Corner Post Design in Cales call for a 8.5x8.5xl6 ga. plan's show." this members as a 8.5x2.75. Please explain. B) Sheet E-1 where is the end post shown on the plans. Q Sheet G -I provide an analysis for the referenced rotation of loads to one set of side wall braces. Z TO: COMPANY FAX #: DATE - SETTER GUILDERS CONSTRUCTION NAME: FAX ao9-Rs8 - a ss� NO _ OF PAGES (including cover page) 3 FROM: FAX NO _ ( 916 ) 589-2942 COMMENTS: ka o f� 5263 ROYAL OAKS DR. (916) 589-2574 (800) 421-4644 OROVILLR, CA 95966 tt.el t-1AL� 1 U �.... 'Lir.L1t ' I p..-, r1A I ly.. Suite-cwft - - "�09-858 -a 35 3ab � BUILDING DIVISION John & Belinda Starr DEPARTMENT of DEVELOPMENT SERVICES 243 Ward Blvd 7 COUNTY CENTER DRIVE • OROVILLE,,CAUFORNIA 95965.3397 TELEPHONE:(916) 59s-7541 orovllle, CA 95966 FAX: (916) 630-2140 Re: Storage Building Date: 8/7/96 A.P. No. 068-030-016 Permit X96-1576 With reference to the above subject, attached is: [xj Plan Check List (� Red Marked Calculations (] Red Marked Plans (x] Other: - Guide To Preparing flans Special Inspection Policy sheet Action Required: jxj Comply with plan check list. [xj Resubmit. Plans with revisions as requested (xj Resubmit calculations with revisions as requested jx] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerely, George R. Kellogg Plan Check Fngince SPECIAL INS IECTI N POLICY '1 1. Engineer or Architect shall identify on the plans when special inspection is required per Section '1701 of the Uniform` Building Code, list the type of special inspection required and any special requirements for testing. 2. Plan check engineer will attach the "Special Inspection Note" form to the plans indicating which items will require special"', inspection. 3. Plan check engineer will notify applicant and list on the data sheet that approval of the special inspector is required prior',;'... to issuance of the building permit. 4. A preconstruction conference may be required by the Plan Check Engineer to review special inspection requirements and procedures. 5. The special inspector shall be employed by the owner, arohitect or engineer of record, but not by the,eontractor, 6. Prior to our approval of a special inspector, a resurne and other information may be requested to verify the qualifications and:: certification of the special inspector, 7. Special inspectors shall submit reports to the Building Division stating that all items requiring special inspection and testing were fulfilled. Final report is to be submitted and approved prior to final inspection of building. In addition to the inspections required by the Uniform Building Code Section 108, a Special Inspection is required in this building in accordance with the Uniform Building Code Section 1701. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design drawings and specifications. 2. The special inspector shall furnish inspection reports to the building oflicial 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 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 Building Division called inspections cannot be delegated to him, so inspections must also be made by Butte County. 5. Any change in special inspection flims made atter permit issuance shall be approved by the Building Division prior to the new firin performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County fiuilding Division. County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise l)revcnts proper special inspection. Special inspection is required for the following items: f ]Reinforced Concrete (Taking of test specimens, placement of reinforcutg and placing of concrete). [ )Structural Masonry �QI4igh Strength Bolting �'.� i", fAWelding [ ]Bolts installed in Concrete [ ]Other: June 1'996 4.0 General Requirements: 1- All pians must be legible (not graph paper). 2. Plans must be signed by preparer. 3. Plans prepared by architect or engineer, including calculations, must be stamped and wet- ' , signed and bear address and phone number of engineer/architect. 4. All plans must include plot plan, foundation plan, floor plan, structural details, roof plan or ' truss details and layout, and exterior elevations. S. All plans and details must be drawn to scale and dimemioaed. Plot Plan Requirements: Minimum Scale: V=20' 1, Complete parcel size and dimensions. 2. Show and identify all structures, new and existing, and usage. 3. North arrow for orientation. 4, Dimensions between buildings. 5. Dimensions to property lines from buildings - 6. Locate any easements. 7. Locate road and road width. 8. Show assessor's parcel number. 9. Owner's name. (68.38' 5' Reeryard Setback N well ' j Shop Pool i I i a Scale: t'_b(• h j i G :iCptlC vii i I Proposed IA I i Residence IF i I w I 20' Building SetbaLine ck !-------- X\_ ! A.P.#001-001-001 N �1 r Mr. and Mrs. Butte Street Road Name i May 1995 1 Floor Plan: Minimum Scale 1/4"=l' 1. Label all rooms for use. 2_ Provide dimensions. 3. Locate bearing walls. y. Indicate header sizes and locations. 5, indicate window sizes, type (S.H.. D.H. etc.). 6. Indicate ceiling joist size and spacing. G-1 7. Provide north indicator. S. Location of H. V.A.C. 9. Woodstove location. 10. Water heater type and location. 11_ Skylights. 12. Attic access size and location. May 1995 2 6.1 Foundation Plan: 77 Minimum Scale 114"=I" 1. Indicate slab or raised floor. 2. If raised floor, show size and spacing of piers, girders and floor joists. 3. Show interior bearing footings. 4. Foundation details; width, depth and height. AOW A wi- 71 MW"VW OT .0*7 P.r =I �-- k1l, $1 T - 1S AW Exterior Elevations: Minimum Scale 1/4"—l' 1. Show windows that match floor plan. 2. Show approximate slope of grade. 5. Specify roof covering. 4. Specify exterior wall covering. 5. Indicate roof pitch. 6. All 4 elevations are required. May 1995 3 6,2 V^L xw Structural Plan Requirements: Minimum Scale 1/4"=1' to ridge and valley sizes. 1. Roof framing; show purlins` braces and bearing points, header sizes: rafter sizes; p. g eY Z. Indicate Ceiling joist sizes, spacing and bearing. a be r aired through critical areas 3. NfInimum of one cross section from foundanon to roof covering. Addiu--I o sections may eq 4. Floor framing, complete for each floor level. Indicate floor joist sizes and spacing and bearing location. 5. Engineering, if =essary for bracing, clerestory, three story. retaining walls, etc. [form E -I J.. 6. Foundation dimensions. 7. Specify roof sheathing and covering. "0. $ Ov~� 8. Show typical header. 9. Roof pitch O ��� 5 A r - Ae'= rv". A.T� May 1995 4 6.3 0061PAL TO FK>Ux--)(0 It," yktA I L- r a J 6U #6 noun I.A�-.ID O. iVA T URAL VVEALrH :ai`•IC. BU T' 1� BUILDING DIVISION John & Belinda Starr DEPARTMENT OF DEVELOPMENT SERVICES 243 Ward Blvd 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 Oroville, CA 95966 TELEPHONE: (916) 538-7541 FAX: (916) 536-2140 Re: Storage Building Date: 8/7/96 A.P. No. 068-030-016 Permit #96-1576 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [x] Other: - Guide To Preparing Plans - Special Inspection Policy sheet Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as requested [x] Resubmit calculations with revisions as requested [x] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerely, George R. Kellogg Plan Check Engine 1 SECOND CHECK LIST Permit Applicant: John & Belinda Starr Date: 8/7/96 Permit #96-1576 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: 1. Project Plans: A) Three complete sets of project plans are needed. One set and a partial set were provided to us. Please provide the necessary sets. B) All plan sheets must be wet signed and stamped by the responsible design engineer or architect. Only the first sheet of the building structural framing plans were signed and wet stamped. C) Provide a project plot plan, building foundation plan and building floor plan. See the attached guide to plan preparation for the required elements. Provide a letter of intent which states the proposed use of the building. This was requested in the first plan check. 3. Since the building is constructed, the owner must provide verification to the satisfaction of the field inspector that the foundation was built according to the approved foundation plan. This was requested in the first plan check. 4. Obtain project approval from the Butte County Planning Department, Health Department and California Department of Forestry. We can submit the plans to CDF when we have a complete set (including a plot plan as requested above). 5. If the building is to be heated and/or cooled you must provide Energy Design Compliance documents otherwise provide a Statement of Intent for Non -Heated and A/C Building on County forms. 6. Provide calculations and weld sizes for steel structural frame. Plans have some frequently used weld sizes. We need all required weld sizes. Welding conformation to meet the requirements of Special Inspection Policy attached. 7. Structural calculations for foundation provided by Architectural Engineering Specials (dated 7/12/96) have a list of items to be field verified. This list is to be structural observations as defined by section 1702 of the Uniform Building Code. The project architect or engineer; is to formalize this list and add it to the plans. 8. Structural Steel Frame Calculations: A) Sheet E-1 Corner Post Design in Calcs call for a 8.5x8.5xl6 ga. plans show this members as a 8.5x2.75. Please explain. B) Sheet E-1 where is the end post shown on the plans. C) Sheet G-1 provide an analysis for the referenced rotation of loads to one set of side wall braces. 3 1. Engineer or Architect shall identify on the plans when special inspection is required per Section 1701 of the Uniform Building Code, list the type of special inspection required and any special requirements for testing. 2. Plan check engineer will attach the "Special Inspection Note" form to the plans indicating which items will require special inspection. 3. Plan check engineer will notify applicant and list on the data sheet that approval of the special inspector is required prior to issuance of the building permit. 4. A preconstruction conference may be required by the Plan Check Engineer to review special inspection requirements and procedures. _ 5. The special inspector shall be employed by the owner, architect or engineer of record, but not by the.contractor. 6. Prior to our approval of a special inspector, a resume and other information may be requested to verify the qualifications and certification -of the special inspector. 7. Special inspectors shall submit reports to the Building Division stating that all items requiring special inspection and testing were fulfilled Final report is to be submitted and approved prior to final inspection of building. In addition to the inspections required by the Uniform Building Code Section 108, a Special Inspection is required in this building in accordance with the Uniform Building Code Section 1701. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design drawings and specifications. 2. 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 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 Building Division called inspections cannot be delegated to him, so inspections must also be made by Butte County. 5. Any change in special inspection firms made after permit issuance shall be approved by the 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. 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 (Taking of test specimens, placement of reinforcing and placing of concrete). [ ]Structural Masonry High Strength Bolting KA [Welding [ ]Bolts installed in Concrete [ ]Other: June 1996 4.0 G -I General Requirements: 1. All plans must be legible (not graph paper). i 2. Plans must be signed by preparer. 3. Plans prepared by architect or engineer, including calculations, must be stamped and wet - signed and bear address and phone number of engineer/architect. 4. All plans must include plot plan, foundation plan, floor plan, structural details, roof plan or truss details and layout, and exterior elevations. 5. All plans and details must be drawn to scale and dimensioned Plot Plan Requirements: Minimum Scale: 1"=20' 1. Complete parcel size and dimensions. 2. Show and identify all structures, new and existing, and usage. 3. North arrow for orientation. 4. Dimensions between buildings. 5. Dimensions to property lines from buildings. 6. Locate any easements. 7. Locate road and road width. 8. Show assessor's parcel number. 9. Owner's name. 5' Rearyard Setback m Well Q3 IWork pool x dI i iA En �1 v. 25' 82' q I Septic N �X11 CE Proposed m Residence T I I I I I a, I I I .. 20' Buildin Setback Line 195.73',/ Scale: 1" =XX' m m 1 1 1 - — I 1 A.P.#001-001-001 Y Mr. and Mrs. Butte ----- -- ----- CL ----- ------ -- I---- �� �7/--- Street / Road Name May 1995,,.- 1 - • '-- 6.0 Floor Plan: Minimum Scale 1/4"=1' 1. Label all rooms for use. 2. Provide dimensions. 3. Locate bearing walls. 4. indicate header sizes and locations. 5. Indicate window sizes. -type (S.H., D.H• etc.). 6. Indicate ceiling joist size and spacing. , G-1 7. Provide north indicator. 8. Location of HN.A.C. 9. Woodstove location. 10. Water heater type and location. 11. Skylights. 12. Attic access size and location. May 1995 2 6.1 r.r . ••.� . r.r � r..• ••.r •..r .•.r r.r I ! I trx•.r•�uats ! I I I ! v T.reaR.iM er I I ..rx M0.nO► ne parrsrr, MxI el w Lt i = FAMILY AL v+• r .•.r ••.r .•.� r.r . r.r I r.rr v.•• 4_t �• ® I —' — — NRL� I w ne re.r.renwm tlauna rneyp_ ....................... .—. _ _:-__ _ — .. ............. . ......... ............ .a..x.a ................ ................. ATM IINING J -- s -- � --- I.�.FRL2 : � � ice. AaruAi•. LIVI ' �' •c r-.• � .••r r..• . r.r I .•.•• 's �—r�•,r yBR 3 „ra?.iooa uoa°.a+r<aai• rro�, rr. a.cee ur. a.+ ww. ' $ b � � r a•. cec nam nwo r.•a nvr, � Il. 6Y JI. •I ' . I +q .A. wr.wx __--_—_ _ y o G-ARAGc ra, 7.•x.4 .L nm. rrer, iiiiY. • � M x ]N ............................ .I. � saaaas�saasa AM.I /171r.f1.NQG rL 7wx M.LW -r' ..ia•• wrr7uno•7.,. I. i ••C?C.LYY � : xre�ixow.,•�r qr'i I I -- - —H 7. 1 � I � w •I ------------ ' ••.r 1 v.r ..r v.r ,r.r v -r May 1995 2 6.1 �- G-1 Foundation Plan: Minimum Scale 1/4"=1" 1. Indicate slab or raised floor. 2. If raised floor, show size and spacing of piers, girders and floor joists. 3. Show interior bearing footings. 4. Foundation details; width, depth and height. Q' $-I 1121 MW 1 1 ' 12 *-- rz Exterior Elevations: Minimum Scale 1/4"=1' 1. Show windows that match floor plan. 2. Show approximate slope of grade. 3. Specify roof covering. 4. Specify exterior wall covering. 5. Indicate roof pitch. 6. All 4 elevations are required. May 1995 3 6.2 G-1 Structural Plan Requirements: Minimum Scale 1/4"=19. 1. Roof framing, show purlins, braces and bearing points, header sizes; rafter sizes; hip, ridge and valley sizes. 2. Indicate ceiling joist sizes, spacing and bearing. uired through critical areas. I. Minimum of one cross section from foundation to roof covering. Additional sections may � 4. Floor framing, complete for each floor level. Indicate floor joist sizes and spacing and bearing location. 5. Engineering, if necessary for bracing, clerestory, three story, retaining walls, etc. (form E-11.- 6. Foundation dimensions. ,X ,,,,.a A 7. Specify roof sheathing and covering. ,X.I� •�• °. 8. Show typical header. ° 'rnr rrr �� �' ��re=rr_rcrers::sr:rr_-rrrrrrr=ar srj� 9. Roof pitch. i�1 tl tl 1 yr x 4A+ ;1 Int •�} rt t; MAP -a cr nrn�ln o !X//g;r-N'QG - 0 tl 8". COMM 6.3 May 1995 4 Job number » E96054 9:02 AM 7/12/96 Structural calculations for Project »Metal building foundation Plan >>Custom Name >>Better Builders Construction - John Starr Address » Butte County, California Architectural Engineering Specialists 20 Constitution Drive Suite A Chico, California 95926 (916) 895-1125 (91.6) 893-0532 Fag . ............ .. TYP'c6 VI � A e I K(,. CLA- 19,9 t/ 0 t 6 7b ka✓ o t. -I c� k'>'7 0 "1,,��2vnPJ C,7' ( off, -2� 0 1, j a 4-. 47 p l fJ ck On cer-e�'- MCA t7 to t (-JCAl I j i 17 Cfi 0, f CA P.q'- TkR- alfcct'j) CJJ-fU W VI en,. +0 P -A k 'J/ c*,+o,—, I 2-o p s &,i -i V'vax, CZO/2) 1;21 4,0 t,q pfz,� ske a -v- oj- ewclvv,,Itj. i -ed 2 r -4- I T VJL p s &,i -i V'vax, CZO/2) 1;21 4,0 t,q pfz,� ske a -v- oj- ewclvv,,Itj. i -ed 2 Id File: MTLBLD2 8:42 AM 7/12/96. ---Rev.' 10/14/95 Foundation design for metal building Description >>Foundation at grids 2-4 » G E N E R A L D A T A Material data f'c > 2.500 ksi E's > 3000.000ksi > .850 fy > 40.000 ksi SLAB DATA Slab thickness > 4.000 inches Slab reinforcing > '1 1 => #3 rebar 2 => #4 rebar 3 => #5 rebar 4.=> W1.4 ::.... fy > 40.000 ksi Spacing > 24.000 inches o.c. d > 2.000 inches As > .055 in'2/ft Mcap .(slab) > .305 ft -kips < $n > Effective width > 4.063 feet < For uplift > PERIMETER LINE FOOTING DATA Stemwall: Footing: Thickness. > .000 inches :Width > 12.000 inches Height > .000 inches Depth > 16.000 inches d > 12.500 inches As >. .150 in'2 (Top and bottom> Mcap (ftg) > 5.276 ft -kips < �Mn > w ftg > ..403 kips/ft < including slab > Effective length > 8.647 feet < For uplift > .INTERIOR TIE FOOTING DATA Width > .000 inches Depth > .000 inches d > .000 inches .As > .000 in"2 <Top and bottom> Mcap (ftg)- > .000 'ft -kips < OMn.> w ftg > .000 kips/ft < including slab > Effective length > .000 feet < For uplift > S O I L D A T A' Class of materials > 4 Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .150 ksf/ft depth .200 Lateral sliding coeff. > .250 .350 Lateral sliding resistance> .000 ksf * * * GEOMETRY Building width > 50.000 feet _Building length > 80.000 feet Frame bay spacing > 20.000 feet * * * END'FRAME Maximum P axial > 5.750 kips Minimum P axial > 2.750 kips <uplift> Maximum P lateral > .000 kips <in -plane force> Maximum P lateral .> 4.000 kips <out -of -plane form Check downward axial loading: . Include footing weight for soil pressure ? > y Maximum point load at line footing > 6.43.2 kips Point footing data: Width > .000 feet square Depth > .000 feet P allowable > 6.432 kips <ok> Check uplift: P dead load > 3.486 kips <ok> * * * MAIN FRAMES No .point footing required! Left end Right end Load combination Ph Pv Ph Pv DL+LL 3.721 7.500 -3.720 7.500 DL+WL1 -3.780 .420 -2.660 2.580 DL+WL (Revised per.CBC) -3.600 73.000 -.500 -2.000 --- .000 .000 .000 .000 -- .000 .000 000 .000 --- .000 .000 .000 .000 -'.-Check downward axial loading: P axial maximum > 7.500 kips Include footing weight for soil pressure ? > y Allowable point load at line ftg > '6.432 kips Point footing required! Point footing size > 1.750 feet square Depth > 1.000 feet P allowable > 8.204 kips <ok) Check uplift: P uplift maximum.) -3.000 kips P dead load > 3.946 kips. <ok> Check lateral sliding: P lateral maximum > 6.440 kips Footing depth into soil > 12.000 inches Lateral bearing.. > 3.000 kips Determine frictional resistance: Slab weight/ft >* 2.500 kips/ft width Perimeter footing > .400 kips/ft width Tributary width > .20.000 feet Tie footing > .000 kips Frictional resistance > 14.500 kips Total resistance > . 17.500 kips <ok> i --.------, .... riot env w, , �, e ---- �-� , �, ----G 1{-a � ,r,�,,.t �`o {-� i �, � U. f-, -� ----�Y---------- --- a. 74 2 ticQ ova l/,1, 20b�c� ffoe�I�'z i�diC�r�da . G cM v f a /� wv u lcQ (le a dQ v -7� /H•�/Lc C 7Cy o 1°/v✓o x . /o d �/' ba fed a4. �asT �eSf yy . lPir�G i I 0611 ip Gi 0 u ✓a la d /e �G�v r'e/vo�t 7'y 7*G i4 66 -PO f/o4 wa�r- FDI= ADZ.. iZ" W CONCBOL3. 8:47 AM 7/12/96 ------------------------------------------------------------------------ Rev 05-09-94 Anchorage to concrete ----------------------------------------------------- --------------- Description » Design concrete anchorages at grids 2-4 --------7---------------7--------General-------------------------------- Special inspection ? > N Use multiplier = 2.0 Concrete strength f'c > 2.500 ksi Lambda > 1.000 Normal weight concrete Base plate type > 1.000 1 => Plate supported on grout pad 2 => Plate supported on concrete surface 3 => Plate embedded flush with concrete for bolt shear strength > .450 Is reinforcing provided for shear ? > y 0 for concrete shear strength > .850 Are bolts embedded. beyond far face reinforcing ? > N for concrete tension strength > ..650 --------- 7 ----------------------- Loading -------- -------------------------- Shear: Tension: - ..V (WL) > 3,600 kips T (WL) 7. 3.000 kips V (LL), > ..000 kips T (LL) > .000 kips V (DL) > ..000 kips T (DL) > .000 kips Load combinations - Shear (9-1) U :, 1.4D' + 1.7L > .000 kips (9-2) U = 0.75*(1.4D + 1.71, + 1.7W) > 4.590 .kips (9-3) U = 0.9D + 1.3W > 4.680 kips Vu Umax t multiplier > 9,360 kips Load combinations - Tension 1.000 ----------------------------------------------------------- (9-1) U = 1.0 + 1.7L > .000 kips (9-2) U : 0.75*(1.4D + 1:7L + 1.7W) > 3.825 kips (9-3) U = 0.9D + 1.3W > 3.900 kips Pu. Umax * multiplier . > 7,800 kips -----------------------------Bolt group data ---------------------------- Bolt grade > 1.000 1 => A307 2=> A325 3 => A36 Specified min. tensile strength > 60.000 ksi Bolt diameter (d) > .750 inches Head diameter (dh) > 1,125 inches . Bolt area (Ab) > .442 in'2 .Bolt spacing' > 4.000 inches Row spacing > .000 inches Number of bolts/row > 2.000 Number of rows - > 1.000 Bolt embedment - >. 12.000 inches Concrete depth > 18,000 inches ED1 > 12.000 inches <Loaded edge> ED2 > 12.000 inches <Unloaded edge> ED3 > 12,000 inches <Side 1> ED4 > 12.000 inches <Side 2> fD -------------- ------------------ Summary ---------------------.------------ Shear check For anchor ,groups; the concrete design shear strength shall be taken as the.smallest of: 1. The strength of the weakest stud times the number of studs. 2. The strength of'the row of studs nearest the free edge'in the direction of shear times the number of rows. 3. The strength of the row farthest from the free edge in the direction of shear. Check bolt(s) near free edge OVc > 46.575 kips 2.000 Bolts considered Vs > 23.857 kips 2.000 Bolts considered Check bolt(s) farthest from free edge OR > 46.575 kips 2.000 Bolts considered Vs - )..23.857 kips 2.000 Bolts considered Case 1 > 46.575.kips Case 2 > 46.575 kips Case 3 > 46.575 kips OR > 46.575 kips VC > 54.794 kips Vs > 23:857 kips Ps > 47.714 kips 0.9 Ab f's> Ao > 580.593 in -2 <Tensile stress area> OPc > 75.477 kips <0 * 1 * (f'c)-.5 * 4 Ao> Pc > 116.119 kips ---------------------=--------Unity check ------------------------------- i + (Vu/Vc)21 > .052 (Pu/PS)z + (Vu/Vs)l > .181 �v. X 0 3 cf . Cc. ow•t, rem, e„�a) a.�.Cilnoi-S SG✓ et -'s G.- f gY (&L� bo, r,'- of 6 3 r c,(� vim } . C, c o ,,Se5 °o � �Q k a t 4 c oN c REN. l0 _`1 Of A IZ File >MASONRY3 8:51 AM 7/12/96 ----------------=------------------------------------------------------- Rev 2-24-95 Masonry retaining wall. -----------------------------------------------------------------=------ Description >>Masonry retaining wall at building perimeter ------------------------------General data ------------------------------ Wall type > 2 1 => supported 2 => cantilevered Lateral load type> 2 1 => wind/earthquake 2 => soil pressure Backfill slope > 0 Horizontal 0 Vertical Special. inspection (Y/N)? > Y Masonry weight > .135 kcf Soil weight > .110 kcf --------------------------------- Loading ----------------------------------- Wdl minimum > .000 kips/ft Wdl + W11 maximum > .000 kips/ft EFP > .030 kcf Sloping backfill surcharge> .000 kcf Total EFP > .030 kcf ._...Surcharge Distance Surcharge P. Comment to wall height -------------------------------------=------- .000 3.000 .000 Uniform lateral load > .0000 ksf Earthquake/wind loading -----------------------Allowable design stresses ------------- =---------- ***Soil**i Class of materials > 4 Input Allowable passive (vert..) > 1.500 ksf 1.500 Allowable passive (horiz.)> .150 ksf/ft depth .200 Lateral sliding.coeff. > .250 .350 ***Masonry*** ***Concrete*** Pm > 1.500 ksi PC > 2.500 ksi E® > 1125000 ksi fy > 40.000 ksi Fs > 20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824 n > 26.667 B > .850 Fb max. > ..500 ksi > .900 ------------- ------------ ------Wall data -------------------------------- Cantilevered wall may use varying thickness segments. Height of retained earth Segment Ht.(feet) Ht.(feet) 1 .000 to 3.500 2 .000 to 000 3 .000 to .000 Total wall height >. 4.000 (for wdl determination> Additional dead load > .045' kips/ft ----------------------------Wall reinforcing ---------------------------- segment 1 - concrete ------------------------------------------------------------------=----- d > .000 inches Overload factor > 1.700 Live loads M > .214 ft -kips Mu > .364 ft -kips Q �Mn > .000 ft -kips --- As regd. > .000 'in -2 Includes 33% increase Since p actual is less than p min. Actual As > .000 in -2 --- ------------------------------------------------------------------------ Segment 1 ------------------------------------------------------------------------ Nominal t t wdl 8.000 7.625 .300 Tension reinforcing Size I Spacing] d I $Min. I fm/Fb I fs/Fs I Vs/Ps --------- I -------- I -------- Vertical 4 I -------- 32.000 3.810 I -------- ..1.148 I -------- .258 I ------=- .502 1 -------- --- Horiz. 4 16.000 1.236 --- --- --- Minimum.development length> 11.000 inches Compression reinforcing Size I Spacing] d' I %Mina I fm/Fb I fs/Fs i's/Ps Vertical 0 -- .000 .000 --- --- --- .000 ---=-------------------------------------------------------------------- Segment 2 -------------------------------------------------=---------------------- Nominal t t wdl ..000 .000 .000 Tension reinforcing. Size .I Spacing) d I %Min. I fm/Fb I fs/Fs I Vs/Ps -=------------------------=------------------------------ Vertical 0 .000 .000 000 .000 .000 -------- --- Horiz. 0 .000' .000 --- --- --- Minimum development length> . 11.000.inches . Compression reinforcing Size I Spacings d' I %Min. I fm/Fb I fs/Fs I f's/F's Vertical 0 .000 .000 --- --- --- .000 Segment 3 Nominal t t wdl .000 .000 .000 . Tension -reinforcing Size I Spacings d I %Min. I fm/Fb I fs/Fs I f's/F's --------- I -------- I -------- I -------- I -------- -------- 17 ------- 1 -------- Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 :000 - --- --- Minimum development length> 11.000 inches Compression reinforcing' Size I Spacing] d' I %Min. I fm/Fb I fs/Fs I f's/F's Vertical. 0 .000 .000 --- - --- .000 ------------------------------FOOTING DATA----------------------7------- Centered on footing ? > y Enter alternate toe length> .000 feet Toe length > .500 feet Safety factor > 1.712 Heel.length > ..535 feet Soil pressure > .1.320 �4 Minimum footing length > --- feet Actual. footing length (L) > 1.670 feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE ------- ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > .456 ft -kips W Arm Moment -------- ---------------------------------- -------------- ---------------- Wdl min. .045 kips .818 feet .037 ft -kips Wtl .000 kips .818 feet .000 ft -kips Segment 1 .300 kips .818 feet .246 ft -kips Segment 2 .000 kips. .818 feet .000 ft -kips Segment 3 .000 kips .818 feet .000 ft -kips Soil .206 kips 1.403 feet .289 ft -kips Footing .251 kips .835 feet . .209 ft -kips ----------------------------------------- ------------------------------- EWdl min> .802. kips EMdl min> .780 ft -kips EWtl > .802 kips EMtl > .780 ft -kips EMdI min/OTM > 1.712 > 1.5 <ok> Eccentricity (e) > .430 feet <A/2-(EM-OTM/EW)> L/6 > .278 feet L' > 1.215 feet <3*L/2-e> Resultant lies outside middle third of footing Maximumsoil. pressure > 1.320 ksf <2*(Wtl/6')> Minimum soil pressure ' > -.360 ksf -------------------=--------HEEL/TOE DESIGN ----------------------------- Reel design Reinforcing ------.----------------------------- ------------=---------------------- Heel length > .535 feet #4 at 453 in. o.c. M >" .055 ft -kips #5 at 708 in. o.c. d > 8.000 inches. #6 at . 1023 in. O.C. As min. > .005 'in'2 #7 at 1391 in..o.c. #8 at 1819 in. o.c. ------------------------------------------------------------------------ .Toe design. Reinforcing ---------------------------------------------------------------------- Toe ---------- - --------------------Toe length > .500 feet 1 #4 at 175 in. o.c. Max soil pressure) 1.320, ksf . #5 at . 273 in. o.c. At face of wall > .771 ksf #6 at 395 in. o.c. M max. > .142 ft -kips #7 at 537. in. o.c. d > 8.000 inches #8 at 702 in. o.c. As min. > .013 in"2 -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > .481 in'2 3 #4 bars 2 #5 bars - 2 #6 bars 1 #7 bars - 1 #8 bars -----------------------------LATERAL SLIDING --7 -------------------------- Rt > .000 kips/ft Rb > .304 kips/ft Lateral sliding resistance >.. .200 kips/ft Lateral sliding resistance> .000 .000 kips/ft Allowable lateral passive pressure > .150 ksf/ft depth Lateral passive pressure provided > .075 kips/ft (Footing only> Net resistance provided > .275 kips/ft (Footing only> Concrete slab at base of wall ? > y Thickness > 5.000 inches Width of slab > 50.000 feet Resistance provided by slab > .781 kips/ft Total resistance > 1.057 kips/ft Factor of safety > 3.479 (OD Shear key must provide > -.601 kips lateral resistance Equivalent depth of shear key > 4.363 feet <Maximum 15'> Allowable lateral passive pressure > .655 .ksf <At base of key> Allowable lateral passive pressure > .655 ksf <At bottom of key> Shear key required depth > .000 inches Shear key moment > .000 ft -kips Shear key thickness > 8.000 inches d > 4.000 inches. As min. > .000 in -2 #4 at 0 in. o.c. #5 at 0 in. O.C. #6 at 0 in. O.C. #7 at 0 in. o.c. #8 at 0 in. O.C. ------------------------------------------------------------------------ i 6 Suite Count WAS PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 538.7601 FAX: (916) 538-7785 February 28, 1994 John J. & Belinda Rae Starr 243 Ward Boulevard Oroville, CA 95966 RE: Butte County Code Violation 243 Ward Boulevard, Oroville, CA AP#068-030-016 Dear Mr. & Mrs. Starr: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Butte County Code Section 24-64 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. The business activities occurring at the above -referenced location have not met the requirements of a Home Occupation as defined in Butte County Code Section 24.21.195 and is regulated by Butte County Code Section 24-200. The agricultural building situated on the above -referenced location is restricted to specific uses as stated on the permit. Any other use of the agricultural building would be a violation of Section 502 of the Uniform Building Code. In order to comply with the Butte County Code, you are hereby directed to cease unauthorized home occupation activities and to restrict the use of the agricultural building to those for which it was intended. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is - — not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. M John J. & Belinda Rae Starr February 28, 1994 Page 2 You have thirty30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Jeff Madden in this office at the address or telephone number listed above. Sincerely, rry Hog Jn g Man tr BKH:JM:jb cc: Code Enforcement Building Department bcc: Supervisor Bob Meyer W] CA PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 96965-3397 TELEPHONE: 1916) 538.7601 FAX: (916) 538-7785 April 12, 1994 John J. and Belinda Rae Starr 243 Ward Boulevard Oroville, CA 95966 RE: Zoning Violation 243 Ward Boulevard, Oroville, CA AP#068-030-016 Zoned AR -1 (Agricultural -Residential, 1 acre parcels) Dear Mr. and Mrs. Starr: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated February 28, 1994 notifying you that you are in violation of the Butte County Code at the above -referenced location. As of this date, the following violation still exists. Butte County Code Section 24-64 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. The business activities occurring at the above -referenced location have not met the requirements of a Home Occupation as defined in Butte County Code Section 24.21.195 and is regulated by Butte County Code Section 24-200. The agricultural building situated on the above -referenced location is restricted to specific uses as stated on the permit. Any other use of the agricultural building would be a violation of Section 502 of the Uniform Building Code. In order to comply with the Butte County Code, you are hereby directed to cease unauthorized home occupation activities and to restrict the use of the agricultural building to those for which it was intended. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten JU0 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your convictions and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact Jeff Madden at the address or telephone number listed above. Sincerely, BKH:JM:bd cc: Code Enforcement Building Division January 26, 1995 John J. &:Belinda Rae Starr 243 Ward Boulevard Oroville, CA 95966 RE: Building Code Violation A.P. #068-i'03-9-016 243 Ward Boulevard, Oroville Dear Mr. and Mrs. Starr: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for conversion of an agricultural exempt building to a commercial use. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until, these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement. Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Michael Vieira or Scott Rutherford in this office at the address or.telephone number listed above. Sgi4&_ MCV:dms' Mich el C. Vieira, C.B.O. Manager, Building Inspection cc: Assessor uttecoun LAN D OF NATURAL W E A L T H AN D BEAUTY ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 & TELEPHONE: (916) 537541 FAX: (916) 538-2140 January 26, 1995 John J. &:Belinda Rae Starr 243 Ward Boulevard Oroville, CA 95966 RE: Building Code Violation A.P. #068-i'03-9-016 243 Ward Boulevard, Oroville Dear Mr. and Mrs. Starr: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for conversion of an agricultural exempt building to a commercial use. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until, these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement. Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Michael Vieira or Scott Rutherford in this office at the address or.telephone number listed above. Sgi4&_ MCV:dms' Mich el C. Vieira, C.B.O. Manager, Building Inspection cc: Assessor U 1 RESIDENTIAL 1118-91B,P,E,M STARR, Belinda & John i 243 Ward Blvd Ll fva.�i,eYS LJ/l /6� cam, (new Sf) Oroville z X23-'�r 57 pq- JOB FINALE Signature V OK O=Not OK - = Not Applicable = Not Ready OK except ti's '1' RESIDENTIAL (Single & Duplex) -2.-Ffg., Mai Soils-Elec. Grnd.- Ftg. Depths V , Garage; Soils-Steel-Elec. Grnd,-/ iW Ftg. Depth 4. Ft orches & Decks; Soils -Steel-/ . Depth `emwa ;-Main; Steel -Bloc kouts-Wrapped emwalls, Garage; Steel- Blockouts-Wrapped 6a --old Downs and Special Anchors Ste i,Wrapped Af�D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test hors 11. Water Pipe; Test -Anchor -Regulator -Service Test _ 12. Electr' .Underground ienums.& Ducts; Clearance -Material -Support -Ins. rders-Sills-Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card B-1 Dates PLU NG (Permit) OK except #'s ter Htr.; 1bmxtsAccess-Combustion Air -Baffle Water Pipe; Test & Anchor -Nail Protection . D.W.V.; Test -Fittings & Anchor -Nail Protection 11"hower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21-.Ges-124id; Size & Anchors Date /,ZW / Card B-1 Date Card 8-1 v Date Card B-1 Date Card B-1 Date ELE ICAL (Permit) OK except #'s Fi tura & Transformer Clearance -Ins. Protection 4-21 Elec. Receptacles Spacing -Lights & Switches at Doors Size -Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. kft 6. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfee Wire Size /-Z ga. Cu o A.C. Wire Size /juga. Cu o _ 29. Range Circ. /(,/ ga. Cu or 1- n Circ. / / ga. Cu or Al. Insulated Neutral es ❑ No t36' Service -Riser Conductors & Ground -Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. i JWClothes Closet Light -Shower Light -Spa Light L . Smoke Detector Date y' Card B-1 Date Card B-1 Date Card B-1 z Date Card B-1 Date MECHANICAL (Permit) OK except #'s L a2r. . Ducts Insulation & Support 10.5vent Fan: Exhaust above insulation Exhaust above insulation Co densate Drain & Overflow: Size & Grade . Fu ante -Vent; Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform if Furnance in Attic Date q11 L / Card B-1DTfl Date Card 8-1 Date V Card B-1 Date Card B-1 Date FUMING (Plans) OK except #'s _ ils. Proper Materigl nchors ails Studs- mg, Spacing racing- tes-Sound Bearing Walls over Girders & Floor Nailing 2. Draft Stop in Walls (rat proof) �4AT Fire Stops; Furred Ceilings -Stairs -Chases -Tub 442Headers & Beam -Size & Bearing Date FRAMING (Continued) 5 angers -Post Caps -Anchors -Connectors � Cing. Joist- Rf . ties-Purlin 1oof Brac-Truss-Shthng.-FffAg. fl/12�9 / 47. Fireplace Ties or Type Flue -Fireplace Throat clearance—Zjt-A- Z�Attic Access; Size & Romex Protection -Draft Slop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing 451. Property Line Firewall & Openings Doors -One T -Check Garage -3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers �c-5. Siding -Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic. 58. Sh ar Walls; Nailing -Bolts V29�14 . Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Oate ?4//�4 Card B-1Date Card B-1 Date FINAL (Plans) OK except #'sFINAL (Plans) OK except N's xt. Steps -Door & Sidelight Protection -Landings S oke Detector 11,617 Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection L,645gedroom Exiting . 6 I. & Bath Fixtures & Tub Access -Spa ec. Trim & Subpanel; Breaker Sizes &' afset St IrS s b69-Fi%pJace or Stove; Clearances -Hearth f.6 . Ele . Outlets at Wood Panel; Int. & Ext. . Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance 7 e . Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closer V54.r— . uct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air -Connector -P. .V. .W.Geragg, Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage; (G.F.I.)-Romex Protection L74 -Foam -Looked in Attic ❑ Yes �u ails & Deck Construction -Post Caps 9 dn. Ve 8 Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ,11 Yes 80. Following instld.;rive as ❑ No; Walks gygs ❑ No; Planters es ❑ No 81. - cco; Brown -Finish pe'A.C. Unit; Disconnect, Electrical, Plumbing 483.nrs Above Roof; PIbg.-Appliance-Firep lace. -Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing Elec. Trim; G.F.I. Receptacle -Underground Jdentilation Throuahout House ass Protection Corrections from Previous Inspetions -89. as est -Meters Taaaed: as -Electric V"ter & Sewer Connected -C/O to Grade -HO Approval Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1• Date and B-1 Date Card B-1 Date lam$ Card B-1 Date Card B-1 Comme is a ' nal: (NOTE: An entry must be made each time you visit iob site) f J=OK O = Not OK = Not Applicable MO Not Ready BILE HOMES ' = Date MOBILE HOME UTILITIES (Plans) OK except #s 1. Zoning Requirements -Setbacks -Easements 2 Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P'L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector ' 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector t- 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (PlansjOK except #'s 1. Zoning Requirements -Setbacks -Easements 2 Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg -Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #s 1. Setbacks -Easements 2 Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8 Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date -.Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE _j DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 r 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 +' CORRECTION NOTICE OWNER PERMIT'NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. k6A rL • L e' 4L -7 IN CCS D f' C� v a�-� � � �i✓7' F6 R POLYS 1,6/C Coo o 2.T 4 cZ4 &t,- ,7 -i Date RL ?✓ Inspector dor , REV 11/91 :i COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 _ 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office wh d correction of work is completed. If you have any question pertaining to this };`atter, or need additional explanation, please contact this office immediately. � / ✓� ✓ � O'l L �.�..ar � '�' � ttt/n �' tet__ Ir. /A a �./ ;,..2.10/ L i-C�wJc. �ti eg )�/i/n4aL.,'w ✓ PVi$edi P/2o✓9y -/or- -c� /l .2LCc- GcJ� LJ/ /-1 /iZ7 Date �� Inspectors COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS'" 1469 Humboldt Road,,Chico, CA - (916) 891-2751 r 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916'j'872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this offi�ce immediately. 9 / .l�I � 4. i - % 't1 /Ae / S , k V ! d'B.- i1 SAL 144FL4 (C'lst� S b -n It 14 4. 44 114S�411_�L's ' Date1/ 1 Z Inspector REV 1 CERYIOF \.\ATE OF TIME A iTc a � U A W � � ® z N= CONFORMANCE IHE UNDERSIGNED MA NUFA'C TURER HERE -8 Y `'CER TIF/ES that the products identified below and on attached sheets Nos, are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION'(AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Riddle, Oregon , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. °,W>it'. ..._I b5l,0 JOB NAME:, JOB LOCATION: bedrd ng, f A r. CUSTOMER'S ORDER NO. 14167 DATE V7/87MFGR'S ORDER N0. 13766 61 i t Members have also been manufactured to the (more restrictive provisions o f P.S. 56-73. SIGNATURE p�ee� COMPANY Riddle Laminators 10 TIT LEQUallty Control ADDRESS Ridd.le, OR DATE 5/20/67 AI TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Markin respect of products which comply with applicable provisions of said Standard, that the adequacy of the g6,61ity control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is' capable of complying with applicable manufacturing and testing provisions of'said Standard in respect of products manufactured at said plant. Coriformance with the Standard in respect ''of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that';the ,'said company is qualified to produce a product meeting the said Standard and that its plant is,periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 37122 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION VJSCFJVEn KF, i �„ t gR SA�FS © 1983 AMERICAN INSTITUTE OF TIMEIER CONSTRUCTION 10IBNI FORM I1 BIA FORM 1486 INSULATIO.N CERTIFICATION - ,467- INSULATION 4~ This is to certify that, in conformance with the current energy regulations (California Administrative Code, Title 25, State of California*) and approved plans, insulation has been installed in the building located at: City 243 WARD BLVD Street No. (If Available) Street ROOFS Type of Material EXTERIOR WALLS BUTTE. County Lot Number Tract No. DESCRIPTION OF INSTALLATION Manufacturer Thickness R Value", Type of Material FIBERGLASS Manufacturer 14AIMLLE Thickness 6_75R Value" 19 (Or Trade Name) CEILINGS BATTS: HIGH DEWITY 20$ 38 Type of Material FIBERGLASS Manufacturer MWILLE Thickness 1—T,410 R Value" in (Or Trade Name) Sq. Ft. Covered 2.464 BLOWN: Type of Material Manufacturer _ (Or Trade Name) Wt./Bag Sq. Ft. Covered R Value" FLOOFSS Type of Material Manufacturer _ (Or Trade Name) Thickness No. Bags — Thickness R Value" SLAB ON GRADE ' Type of Material Manufacturer Thickness (Or Trade Name) Width of Insulation Inches R Value"" FOUNDATION WALLS (if required) Type of Material Manufacturer Thickness R Value" (Or Trade Name) REMARKS (if desired) ENERGY SEAT. f OWELTED General Contractor (Builder) _�ej��` �u�/moos &e00sf License Number By Title Date 32322--s- Date 23zzs Sub -Contractor (Insulation Applicator) SIERRA 7CP.6 ULAnny �� i1�r` License Number 4444 -72 -- (State Masonry, Etc.) (State "SAME" If same as General Contractor) '`T� BY J. CUMBERLIN Title MEME MGR Date SMT. 3 ('California Administrative Code, Energy Insulation Standards, declares:EXCERPT from Sec. 19875 of the Health and Safety Code of the State "Compliance. Upon completion of the installation of insulation. a card of California: certifying that the insulation has been installed in conformance with the requirements of these regulations shall be completed and executed by "No certificate of occupancy or similar certification that a newly con - the insulation applicator and by the builder. This insulation compliance strutted hotel, motel, apartment house, home or other residential card shall be. posted at a conspicuous location within the dwelling.") dwelling is habitable shall be issued by such a building department unless the structure at least satisfies the minimum energy insulation (""R Value is the measure of the resistance of a material or building standards established pursuant to this chapter." component to the passage of heat. The resistance value (R) of mass -type insulations shall not include any value for reflective facing=) \� FORM 116. — PUBLISHED BY G3BW4407y N01,ea iic 3055 OVERLAND AVENUE. LOS ANGELES, CALIFORNIA 90034 — (218)8709871 01982 i Form 1486 — © BUILDING.INDUSTRY ASSOCIATION 0F SOUTHERN CALIFORNIA, INC., 1571 Beverly Blvd., Los Angeles, Calif. 90026 — (213) 625-5771 f- C/COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 — County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 • APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 1 68-03-16 ZONING AR 1 BUILDING PERMIT OWNER JOHN STARK TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 243 WARD BLVD OROVILLE CONTRACTOR'S NAME BETTER BUILDERS TELEPHONE CONTRACTOR'S MAILING ADDRESS 5263 ROYAL OAKS DRIVE Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS WARD BLVD OROVILLE L4 Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 20,00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 ' USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other AA SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW 615.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: ADD SOLAR WATER HEATER TO PERMIT #1118-91 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS Main service 20cATO 10ooAI CONTRACTORS LICENSE LAW I declare nder penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 3?.'lJ:i.S Classification ��,J�wA/ ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason _37.50 NEW CONST. DWELLING OCCUPM 3.64sq.ft. OR ADDNS. � ACC, BLDGS. NEW CONSTR ULT' -OUTLET NON-RESID• BRANCH CIRC ITS ` 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. OCCU OUTLETS OR FIXTURES 20 76 P Ex. Occup. our P D OUTLETS (RESI.IREA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. byirin g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): 17 yhe permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue n consequence of the granting of this permit. agamKa X y'_�3 .c�� Date Si notur of A licant – owner g ® Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEES 35.00 HA2 DFEES IMP FLOOD I CDF I PARCEL PD HD ISSU This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indica a v r which fees have been paid. I C OF PUBLIC WORKS By lits— Date/D _ 39' PERMIT EXPIRES Date ZL, Receipt No. 101213 WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone: 916.'538-7541 APPLICATION.AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER - � 6' fJ3- lf!� . N6 /e BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER' LING ADDRESS 5 YJL R 2 t C/''✓ CONTRA OR' N E n / TELEPHONE CONTRACTOR'S MAILG AD ESS :5_21K 3 0/1Xs � Fireplace CONSTRyA"/jam/C LENDER N /� UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checkina Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADCRE553 Ag �y „1 , `✓ // (� U Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.001 Solar or heat pump water heater 1 20.00 LOT NO. 1.SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 Each qas water heater or vent 1 7.00 USE OF STRUCTURE SFIff Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 1 15.001 Mobile Home S I IS I W @ 15.00 TYPE OF WORK Newt Addition;_; Remodel❑ Utilities❑ Installation[ Other Describe work: AAP So 1A1Z Lt%/416le 1621Ce fL _ -t'y 4 �/ (� �� Permit Fee $ 55, Contractor ELECTRICAL PERMIT Filing Fee 15.00 T Main service 600V OR LESS 200A OR LESS I 18.50 Main service 200A TO IOOOAI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I� I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License :Jo. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NE',v CONST. ( DWELLING OCCUP.&) OR ACDNS. ACC. BLDGS. 3.6Qsq.ft.l .'I E'NCOnISTR +AULTI.JU rLET NON -P ESIO, BRANCH IRCUITS C @ 5 -OO POWER APPARATUS e (SINGLE OUTLET CIR. Ex. OCCUp( OUTLETS OR FIXTURES R1 A20 76d FIIE Ex. OCCUp. OUT D 'S �RESIO 3LN S. 0REAJ 1 3.001 Temporary service 15.00 Mobile Home Facilities 15.00 Misc.'Nirin g 15.00 Permit Fee S — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $tO0.00 (valuation) or less. ❑ I have places on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g HoodS.5o Ventilation Pernit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant ❑ Contractor C Agent ❑ An OSHA Ion of structures toverr39stories inehe excavations over S'0" deep and demolition or construct- Mobile Home Installation Fee S Energy Inspection Fee $ occ I CONST TYPE I TOTAL TOTAL FEE $ I HAZ 0FEES I FLOOD I CDF PARCEL ! PO Ho ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do, have been paid. WORKS Date Receipt No. '/MITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, .OLD ENPOO-APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET U 5f I/W r18d91 Permit OWNER A� 1 A. P. Noo.. � 63!/ Proposed Building Use �(� StJ��1/t �/L .4/T► >ilding Inspector Date 11a At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. .... ... ......... 2. Plot plans in duplicate/triplicate, signed by'preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered;;plans and calcs, with wet signature on plans .. 5. Hazardous Material'Form ......... .......... ................ . 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions.. . ..................................I................ 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature athorization 26` }lam 27. �— When you issue the per i as follows: Mail t wr) Mail to contractor. iOTelephone ?L and hold for pickup at Mice. Deliver w/inspector. Other Applicant Copy of Hez-Mat form sent Health Dept. Fire bept. Air Pollution Date/— Copy ateCopy of plans sent Health Dept. Fire Dept`1 Other Date By. The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---nail—counter by .date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked b, Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder Date 0 i rz CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title...... .. <S't-arr=R.e:s_i_den-cep Date........ 10/01/91 Project Address........ 243 Ward Blvd. Oroville Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field C ec Date MICROPAS3 v3.01 File-STARRCOU Weather-CTZ11 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Residence for Starr GENERAL INFORMATION Conditioned Floor Area..... 13970 sof Building Type............... S-ingle Family Detached Building Front Orientation. Front Facing 225 deg (SW) Number of Dwelling Units... 1 Number of Stories... ...... 2 Floor Construction Type.... Raised Floor Infiltration Control....... Standard BUIILDING_S.HELL INSULATIONk Component Insul Type R -value Location/Comments Wall R-21 FRONT, LIV/MSTR, VESTIBULE, RIGHT, BACK Area # of.,. DINING, LEFT Door R-0 UTILITY, TO GARAGE, TO ATTIC Roof R-38 VESTIBULE, FLAT CEILING, TILT CEILING Wall R-19 MUD, TO GARAGE, TO ATTIC Floor R-19 TO CRAWLSPACE F1oorExt R-19 TO OPEN S1abEdge R-0 SLAB EDGE Door R-38 TO ATTIC Wall R-0 VESTIBULE, STAIR OPENING Floor R-0 INTERIOR FLOOR GLAZING Glazing Area # of.,. Interior Exterior Framing Orientation (sf) Panes Shading Shading Overhang Type Door Front'(SW) 13 2 DRAPES None Yes Wood Window Front (SW). 167 2 BLINDS 50% BUG SCREEN Yes Wood Door Front (SW) :102 2 BLINDS None Yes Wood Window Front (SW) 2.5. 2 NONE None Yes Wood Window Right (SE) 31 2 BLINDS 50% BUG SCREEN Yes Wood Window Right (SE). ", -'-6, 2 NONE 50% BUG SCREEN Yes Metal Window Back ,(E) 15 2 BLINDS 50% BUG SCREEN Yes Wood Window Back (NE) .113 2 BLINDS 50% BUG SCREEN Yes Wood Door Left (N) 17 2 BLINDS None Yes Wood Window Left (NW) 63 2 BLINDS 50$2 Yes Wood dlStd £,r E BUILDING DEPARTMENT APPROVED CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2, CF. -1R Project Title........... Starr Residence Date........ 10/01/91 MICROPAS3 v3.01 File-STARRCOU Weather-CTZ11 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Residence for Starr Type S1abOnGrade S1abOnGrade THERMAL MASS Area Thickness Hard Surfaced/ (sf) (in) Exposed 225 4.0 Yes 174 4.0 No Assumed System HeatPump _HeatPump HeatPump HeatPump ASSUMED HVAC SYSTEMS Location/Comments MUD/LIVING/VEST. LIVING RM. Assumed Duct Efficiency Location 8.0 HSPF 0.94 13.60 SEER 0.94 8.5.HSPF Conditioned 12.80 SEER Conditioned AC` TUAL_HVAC=SYSTEMS Duct R -value R-5.7 R-5.7 R-5.7 R-5.7 Actual Output Manufacturer and Model # Actual System Efficiency (Btuh) (or approved equal) Heating REMARKS REMARKS SEE REMARKS Cooling REMARKS REMARKS SEE REMARKS Cooling Coil. REMARKS CEC Maximum Output for Gas Central Furnaces: WATER HEATING SYSTEMS Tank Capacity Manufacturer and Model # System Type (gal) (or approved equal) Storage,_Eledtric 47 State TV -52-K SPECIAL FEATURES/REMARKS N Pr R-5.7 duct insulation required R-19 • floor• in"sulatio,n•' required R-19 wall insulation required :in attic and garage areas R -24 -wall -insulation required at outside walls per Form 3 R-38 insulation required in ceilings Pella windows per 'schedul•es. Master shower window to. be Viking metal slider LOWER HP: Lennox•HP21=651 with CBH21-651 Blower Coil LOWER HP: 8.00HSPF @ 55500Btu/hr. & 13.60SEER @ 58000Btu/hr. UPPER HP: Lennox HP22-411 with CBH19-41 Blower Coil UPPER HP: 8.50HSPF @ 36400Btu/hr. & 12.80SEER @ 35600Btu/hr. UPPER AC Lennox HS14-411V Condensing unit UPPER AC Lennox CR16-41FF Coil at 12.45SEER with 35800Btu/hr. Btuh Energy Credits None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title........... Starr Residence Date......... 10/01/91 MICROPAS3 v3.01 File-STARRCOU Weather-CTZ11 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Residence for Starr SPECIAL FEATURES/REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER OWNER Name.... John Starr Name.... John Starr Company. Better Builders Company: Address. 5263 Royal Oaks Dr. Address. 243 Ward Blvd. Oroville CA 95966 Oroville CA 95966 Phone... (916) 589-2574 Phone... (916) 589-2547 License. .323225 Signed \QES' T_ Signed \IJJ-Aa ~-- ate ate DOCUMENTATION AUTHOR ENFORCEMENT AGENCY Name.... FNea-1,Kuopus Company. I,CTECHAddress. awer G feather'�Falls, CA 95940 Phone... (-946 )�5=4,219 Signed �0 I• �( ate Name.... Title... Agency.. Phone... Signed ate COMPUTER METHOD SUMMARY Page 1 'C -2R Project Title...:...... Starr Residence Date......... 10/01/91 Project Address ......... 243 Ward Blvd. Oroville Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS3 v3.01 File-STARRCOU Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Residence for Starr MICROPAS3 ENERGY USE SUMMARY itionedi:, Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 28.23 12.59 15.64 Space Cooling:......... 15.32 4.84 10.48 Water Heating.......... 5.14 9.91 -4.77 Total 48.69 27.34 21.35 *** Building complies t** GENERAL INFORMATION Conditioned Floor Area..... 3970 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 225 deg (SW) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume........... Footprint Area ............. Slab -On -Grade Area.......... Glazing Percentage.......... Average Ceiling. Height..... Raised Floor 2 34745 cf 2510.8 sf 398.6 sf 13.9 % of FA 8.8 ft BUILDING ZONE INFORMATION F:1oor Area Volume # of Thermostat '(s,f ) (cf ) Units Type 2476 22793 1494 11952 0.62 Setback 0.38 Setback Vent Special Height.Vent Area (ft) (sf) 8.0 n/a Cond- ` Zone Type itionedi:, LOWER Residence Yes UPPER Residence Yes Raised Floor 2 34745 cf 2510.8 sf 398.6 sf 13.9 % of FA 8.8 ft BUILDING ZONE INFORMATION F:1oor Area Volume # of Thermostat '(s,f ) (cf ) Units Type 2476 22793 1494 11952 0.62 Setback 0.38 Setback Vent Special Height.Vent Area (ft) (sf) 8.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Starr Residence Date......:. 10/01/91 MICROPAS3 v3.01 File-STARRCOU Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Residence for Starr Surface LOWER 1 Wall 2 Door 3 Wall 4 Wall 5 Wall 6 Wall 7 Roof 8 Wall 9 Wall 10 Wall 11 Wall 12 Door 13 Wall 14 Wall 15 Wall 16 Floor 17 F1oorExt 20 Roof UPPER 21 Wall 22 Wall 23 Wall 24 Wall 25 Wall 26 Wall 27 Door 28 Wall 29 Wall 30 Roof 31 Door 32 Roof 33 Roof 34 Roof 35 Roof OPAQUE SURFACES Area U- Insul Act Solar Location/ (sf) value R-val Azmth Tilt Gains Comments 348 0.048 R-21 225 90 Yes 7 0.330 R-0 225 90 Yes 81 0.048 R-21 270 90 Yes 81 0.048 R-21 180' 90 Yes 29 0.048 R-21 315 90 Yes 29 0.048 R-21, 135 90 Yes 90 0.029 R-38 0 0 Yes 338 0.048 R-21 135 90 Yes 55 0:048 R-21 90 90 Yes 384 0.048 R-21 45 90 -Yes 177 0.065 R-19 360 90 No 20 0.330 R-0 360 90 No 11 0.048 R-21 360 90 Yes 71 0.065 R-19 315 90 No 154 0.048 R-21 315 90 Yes 2077 0.037 R-19 0 0 No 35 0.049 R-19 0 0 No 690 0.029 R-38 0 0 Yes 147 0.048 R-21 225 90 Yes 138 0.065 R-19 225 90 No 99 0.048 R-21 135 90 Yes 129 0.065 R-19 135 90 No 266 0.048 R-21 45 90 Yes 68 0.065 R-19 45 90 No 16 0.330 R-0 45 90 No 99 0.048 R-21 315 90 Yes 129 0.065 R-1'9 315 90 No 1321 0.029 R-38 0 0 Yes 7 0.029 R-38 0 0 No 30 0.029, R-38 225 45 Yes 35 0.029 R-38 •.135 45 Yes 30-0.029' R-38 45 45 Yes 35 0.029 R-38 315 45 Yes Length Surface .,(`fty: LOWER 18 S1abEdge 38 19 S1abEdge 63 FRONT UTILITY LIV/MSTR LIV/MSTR VESTIBULE VESTIBULE VESTIBULE RIGHT BACK BACK MUD TO GARAGE DINING TO.GARAGE LEFT TO 'CRAWLSPACE TO OPEN FLAT CEILING FRONT TO ATTIC RIGHT TO ATTIC BACK TO 'ATTIC TO ATTIC LEFT TO ATTIC FLAT CEILING TO ATTIC TILT CEILING TILT CEILING TILT CEILING TILT CEILING PERIMETER LOSSES F2 Insul Factor R-val Location/Comments 0.900 R-0 SLAB EDGE, 0.550 R-0 SLAB EDGE Form 3 Reference T�rd�►� C�JGr� z COMPUTER METHOD SUMMARY Page 3 C -2R Project Title...:.. .. Starr Residence Date......... 10/01/91 MICROPAS3 v3.01 File-STARRCOU Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Residence for Starr GLAZING SURFACES SC Interior SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade LOWER 1 Door 13 2 Wood Hinged 0.67 225 90 0.67 DRAPES 0.57 2 Window 121 2 Wood Slider 0.35 225 90 0.72 BLINDS 0.16 3 Door 40 2 Wood Hinged 0.32 225 90 0.72 BLINDS 0.21 4 Door 62 2 Wood Slider 0.35 225 90 0.71 BLINDS• 0.21 5 Window 25 2 Wood Fixed 0.33 225 90 0.64 NONE 0.64 6 Window 20 2 Wood Slider 0.35 135 90 0.72 BLINDS 0.16 7 Window 6 2 Metal Slider 0.44 135 90 0.77 NONE 0.77 8 Window 15 2 Wood Slider 0.35 90 90 0.72 BLINDS 0.16 9 Window 15 2 Wood Slider 0.35 45 90 0.72 BLINDS 0.16 10 Window 36 2 Wood Slider 0.35 45 90 0.72 BLINDS 0.16 11 Door 17 2 Wood Hinged 0.32 360 90 0.72 BLINDS 0.21 12 Window 11 2 Wood Slider 0.35 315 90 0.72 BLINDS 0.16 13 Window 40 2 Wood Slider 0..35 315 90 0.72 BLINDS 0.16 UPPER 14 Window 46 2 Wood Hinged 0.32 225.' 90 0.72 BLINDS 0.21 15 Window 12 2 Wood Hinged 0.32 135 90 0.72 BLINDS 0.21 16 Window 57 2 Wood Hinged 0.32 45 90 0.72 BLINDS 0.21 17 Window 6 2 Wood Hinged 0.32 45 90 0.72 BLINDS 0.21 18 Window 12 2 Wood Hinged 0.32 315 90 0.72 BLINDS 0.21 OVERHANGS Area Window Overhang Overhang Surface (sf) Height Length 'Height LOWER 1 Door 13 3.0 20.5 1.2 2 Window 121 6.5 10.0 0.7 3 Door . .40 6.7 14.5 0.7 4 Door, 62 6.7 20.5 0.7 5 Window ..25 4.0 1.3 0.0 6 Window 20 3.9 2.5 0.7 7 Window 6 2.0 2.5 0.7 8 Window 15 6.2 2.5 0.7 9• Window 15 3.9 2.5 0.7 10 Window 36 3.9 1.7 0.4 11 Door ;: - .: 17 6.7 2.5 0.7 12 W,,indow 11 3.2 2.5 0.7 13 Window, 40 6.5 14.5 0.7 UPPER 14 Window 46 3.9 2.1 0.0 15 Window 12 3:9 2.1 0..0 16.Window 57 3.9 2.1 0.0 17 Window 6 4.0 1.3 0.0 18 Window 12 3.9 2.1 0.0 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title...... .. Starr Residence Date........ 10/01/91 MICROPAS3 v3.01 File-STARRCOU Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Residence for Starr Surface LOWER 2 Window 6 Window 7 Window 8 Window 9 Window 10 Window 12 Window 13 Window UPPER 14 Window 15 Window 16 Window 17 Window 18 Window Area Surface (sf) U -value LOWER/UPPER 1 Wall 2 Wall 3 Floor Mass Type LOWER 1 S1abOnGrade 2 S1abOnGrade EXTERIOR SHADING Area Shading SC of (sf) Type.. Ext Shade 121 50% BUG SCREEN 0.84 20 50% BUG SCREEN 0.84 6 50% BUG SCREEN 0.84 15 50% BUG SCREEN 0.84 15 50% BUG SCREEN 0.84 36 50% BUG SCREEN 0.84 11 50% BUG SCREEN 0.84 40 50% BUG SCREEN 0.84 46 50% BUG SCREEN 0.84 12 50% BUG SCREEN 0.84 57 50% BUG SCREEN 0.84 6 50%.BUG SCREEN 0.84 12 50% BUG SCREEN 0.84 INTER -ZONE SURFACES Insul R-val Location/Comments 168 0.393 R-0 VESTIBULE 40 20'.000 R-0 STAIR OPENING 1454 0.101 R-0 INTERIOR FLOOR THERMAL MASS Area Thick (sf) (in) 225 174 System Type LOWER HeatPump HeatPump UPPER HeatPump HeatPump Heat Conduct- Surface Cap ivity R -value 4-.0 28..0 0.98 R-0 4:0 28.0 0.98 R-2 HVAC SYSTEMS Minimum Duct ..: E:f f iciency Location 8.0 HSPF 0.94 13.60 SEER 0.94 8.5 HSPF Conditioned 12.80 SEER Conditioned Form 3 Reference Location/Comments MUD/LIVING/VEST. LIVING RM. Duct Duct R -value Efficiency R-5.7 0.940 R-5.7 0.940 R-5.7 1.000 R-5.7 1.000 COMPUTER METHOD SUMMARY Page 5 C -2R Project Title...... Starr Residence Date......... 10/01/91 MICROPAS3 v3.01 File-STARRCOU Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Residence for Starr WATER HEATING SYSTEMS Capa- Pilot System # of city Effic- Standby Input Size Type Heaters (gal) iency Loss Rating (Btuh) Credits Storage Electric 1 47 0.990 RE 0.92% 6 kW n/a NONE SPECIAL FEATURES/REMARKS R-5.7 duct insulation required R-19 floor insulation required R-19 wall insulation required in attic and garage areas R-24 wall insulation required at outside walls per Form 3 R-38 insulation required in ceilings Pella windows per schedules Master shower window to be Viking metal slider LOWER HP: Lennox HP21-651 with CBH21-651 Blower Coil LOWER HP: 8.00HSPF @ 55500Btu/hr. & 13.60SEER @ 5800OBtu/hr. UPPER HP: Lennox HP22-411 with CBH19-41 Blower Coil' UPPER HP: 8.50HSPF @ 36400Btu/hr. & 12.80SEER @ 35600Btu/hr. UPPER AC Lennox HS14-411V Condensing unit UPPER AC Lennox CR16-41FF Coil at 12.45SEER with 35800Btu/hr. yt:. HVAC SIZING Page 1 HVAC Project Title...... .. Starr Residence Date......:. 10/01/91 Project Address........ 243 Ward Blvd. Oroville Documentation Author... Neal Kuopus Company................. CALCTECH Telephone.............. (916) 589-4219 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS3 v3.01 File-STARRCOU Weather-CTZ11 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Residence for Starr GENERAL INFORMATION Floor Area ................. Volume. .. .............. Sizing Location............ Latitude... .. ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Shading Used ............... Latent Load Fraction....... 3970 sf 34745 cf OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes 0.40 HEATING AND COOLING LOAD SUMMARY Sensible Load .................... Latent Load..., ................. 39376 n/a 34397 13759 Total Load 39376 48155 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment.,. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment;' oversizing.Isafety margin, etc., must also be considered. It is the HVAC'designer's,responsibility to consider all factors when selecting the HVAC equipment. CEC MAximum.applicable for gas central furnaces only Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 14971 6431 Glazing Conduction ............... 7676 .4.989 Glazing Solar .................... n/a 11407 Infiltration............ ....... 14134" 5992 Internal Gain .................... n/a 3525 Ducts ............................ 2594 2052 Sensible Load .................... Latent Load..., ................. 39376 n/a 34397 13759 Total Load 39376 48155 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment.,. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment;' oversizing.Isafety margin, etc., must also be considered. It is the HVAC'designer's,responsibility to consider all factors when selecting the HVAC equipment. CEC MAximum.applicable for gas central furnaces only HVAC SIZING Page 2 .HVAC Project Title...... Starr Residence Date......... 10/01/91 MICROPAS3 v3.01 File-STARRCOU Weather-CTZ11 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Residence for Starr HEATING LOAD CALCULATIONS DESIGN CONDITIONS FOR ZONE 'LOWER': WINTER DESIGN TEMPERATURES: Inside Temperature ................................ 70.0 F Outside Temperature ............................... 30.0 F DESIGN TEMPERATURE DIFFERENCES Standard .......................................... 40.0 F CONDUCTIVE HEAT LOSS: U -value. Heat Area (Btu/hr- TD Loss Description Orientation (sqft) sqft-F) (F) (Btuh) Wall Southwest .348 x 0.048 x 40.0 = 667 Door Southwest 7 x 0.330 x 40.0 = 92 Wall West 81 x 0.048 x 40.0 = 155 Wall South 81 x 0.048 x 40.0 = 155 Wall Northwest 29 x 0.048 x 40.0 = 55 Wall Southeast 29 x 0.048 x 40.0 55 Roof Horizontal 90 x,'0.029 x 40.0 = 104 Wall Southeast 338 x 0.048 x 40.0 = 648 Wall East 55 x 0.048 x 40.0 = 105 Wall Northeast 384 x 0.048 x 40.0 = 737 Shaded Wall n/a 177 x 0.065 x 40.0 = 461 Shaded Wall n/a 20 x 0.330 x 40.0 = 264 Wall North 11 x 0.048 x 40.0 = 21 Shaded Wall n/a 71 x 0.065 x 40.0 = 185 Wall Northwest 154 x 0.048 x 40.0 = 296 Floor Horizontal 2077 x "0.•037 x 40.0 = 3075 F1oorExt Horizontal 35 x 0.049 x 40.0 = 68 S1abEdge n/a 38 x 0.900 x 40.0 = 1364 S1abEdge n/a 63 x 0.550 x 40.0 = 1379 Roof Horizontal 690 x 0.029 x 40.0 = 801 CONDUCTIVE TOTALS FOR OPAQUE SURFACES 10689 Double Door Southwest 13 x 0.67 x 40.0 = 348 Double.Window Southwest 121 x 0.35 x 40.0 = 1694 Double -Door Southwest 40 x 0.32 x 40.0 = 512 Double"D6or :Southwest 62 x 0.35 x 40.0 = 862 Double .Window Southwest 25 x 0.33 x 40.0 = 330 Double'Window Southeast 20 x 0.35 x 40.0 = 274 Double Window °. Southeast 6 x 0.44 x 40.0 = 106 Double Window. East 15 x 0.35 x 40.0 = 213 Double Window Northeast 15 x 0.35 x 40.0 = 204 Double Window Northeast 36 x 0.35 x 40.0 = 501 Double Door North 17 x 0.32 x 40.0 = 219 Double -Window Northwest 11 x 0.35 x 40.0 = 154 Double Window Northwest- 40 x 0.35 x 40.0 = 566 CONDUCTIVE TOTALS FOR GLAZING SURFACES 5984 INFILTRATION: (Type: Tight) HVAC SIZING Page 3 Project Title...... .. Starr Residence Date......... 10/01/91 MICROPAS3 v3.01 File-STARRCOU Weather-CTZ11 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Residence for Starr 22793 cuft x 0.56 ac/hr x 0.018 Btu/cuft-F x 40.0 = 9272 DUCT HEAT LOSS: Duct Location: Attic TOTAL HEATING LOAD: HEATING LOAD CALCULATIONS DESIGN CONDITIONS FOR ZONE 'UPPER': SUBTOTAL 25945 0.10 x 25945 = 2594 WINTER DESIGN TEMPERATURES: Inside Temperature ................ 70.0 F OutsideTemperature ............................... 30.0 F DESIGN TEMPERATURE DIFFERENCES Standard .......................................... 40.0 F CONDUCTIVE*HEAT LOSS: U=value Description Wall Shaded Wall Wall . Shaded Wall Wall Shaded Wall Shaded Wall Wall Shaded Wall Roof Shaded Wall Roof Roof Roof Roof Orientation Southwest n/a Southeast n/a Northeast n/a n/a Northwest n/a Horizontal n/a.- Southwest Southeast Northeast Northwest Area (sgft) 147 138 99 129 266 68 16 99 129 1321 30 35 30 35 (Btu/hr- sgft-F) x 0.048 x 0.065 x 0.048 x 0.065 x 0.048 x '0 :'065 x 0.330 x 0.048 x 0.065 x 0.029 x 0.029 x 0.029 x 0.02.9 x 0.029 x 0.029 TD (F) x 40.0 x 40.0 x 40.0 x 40.0 x 40.0 x 40.0 x 40.0 x 40.0 x 40.0 x 40.0 x 40.0 x 40.0 x .40.0 x 40.0 x 40.0 .28539 Heat Loss (Btuh) = 283 359 189 336 = 510 177 211 189 = 336 1533 35 41 = 35 41 ~ CONDUCTIVE TOTALS FOR OPAQUE SURFACES 4282 Double "Window Southwest 46 x 0.32 x 40.0 = 5'94 Double Window ", Southeast 12 x 0.32 x 40.0 = 150 Double Window. Northeast 57 x 0.32 x 40.0 = 724 Double Window Northeast 6 x 0.32 x 40.0 = 74 Double Window Northwest 12 x 0.32 x 40.0 = 150 CONDUCTIVE TOTALS FOR GLAZING SURFACES INFILTRATION: (Type: Tight) 11952 cuft x 0.56 ac/hr x 0.018 Btu/cuft-F x 40.0 1692 4862 HVAC SIZING Page 4 HVAC Project Title...... .. Starr Residence Date........ 10/01/91 MICROPAS3 v3.01 File-STARRCOU Weather-CTZ11 Program -HVAC SIZING User#-MP132'0 User-CALCTECH Run -Residence for Starr DUCT HEAT LOSS: Duct Location: Conditioned TOTAL HEATING LOAD: COOLING LOAD CALCULATIONS DESIGN CONDITIONS FOR ZONE 'LOWER': SUBTOTAL 10837 0.00 x 10837 = 0 10837 SUMMER DESIGN CONDITIONS: Inside Temperature ................................ 78.0 F Outside Temperature ........... ...................104.0 F Temperature Range ................................. 37.0 F DESIGN EQUIVALENT TEMPERATURE DIFFERENCES Standard...... . ................................ 26.0 F Frame Walls and Doors............................. 24.6 F Ceiling Under Vented Attic. ...................... 45.0 F Frame Partitions .................................. 16.0 F SHADING CALCULATIONS: Over- Over- Un - Shade hang hang Shade Glaz Glaz Shaded shaded Line Leng. High. High. High. Area Area Area Description 0. Fact. (ft) (ft) (ft) (ft) (sf) (sf) (sf) Double Door SW ( 1.3 x 20.5) - 1.2 = 25.7 / 3.0 x 13 = 111 0 Double Window SW ( 1.3 x 10.0) - 0.7 = 12.4 / 6.5 x 121 = 231 0 Double Door SW ( 1.3 x 14.5) - 0.7 = 18.3 % 6.7 x 40 = 109 0 Double Door SW ( 1.3 x 20.5) - 0.7 = 26.2 / 6:7"x 62 = 240 0 Double Window SW ( 1.3 x 1.3) - 0.0 = 1.7 / 4.0 x 25 = 11 14 Double Window SE ( 1.3 x 2.5) - 0.7 = 2.6 / 3.9 x 20 = 13 7 Double Window SE ( 1.3 x 2.5) - 0.7 = 2.6 / 2.0 x 6 = 8 0 Double Window E ( 0.8 x 2.5) - 0.7 = 1.3 / 6.2 x 15 = 3 12 CONDUCTIVE HEAT GAIN: U -value Heat Area (Btu/hr- TDeq Gain Description" Orientation (sqft) sqft-F) (F) (Btuh) Wall Southwest 348 x 0.048 x 24.6 = 410 Door Southwest 7 x 0.330 x 24.6 = 57 Wall. .West 81 x 0.048 x 24.6 = 95 Wall South 81 x 0.048 x 24.6 = 95 Wall Northwest 29 x 0.048 x 24.6 = 34 Wall Southeast 29 x 0.048 x 24.6 = 34 Roof Horizontal 90 _x 0.029 x 45.0 = 117 Wall Southeast 338 x 0.048 x 24:6 = 399 Wall East 55 x 0.048 x 24.6 = 65 Wall Northeast 384 x 0.048 x 24.6 = 453 Shaded Wall n/a 177 x 0.065 x 16.0 = 184 Shaded Wall n/a 20 x 0.330 x 16.0 = 106 Wall North 11 x 0.048 x 24.6 = 13 Shaded Wall n/a 71 x 0.065 x 16.0 = 74 Wall Northwest 154 x 0.048 x 24.6 = 182 F1oorExt Horizontal 35 x 0.049 x 16.0 = 27 Roof Horizontal 690 x 0.029 x 45.0 = 901 HVAC SIZING Page 5 HVAC Project Title...... ... Starr Residence Date........ 10/01/91 MICROPAS3 v3.01 File-STARRCOU Weather-CTZ11 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Residence for Starr DUCT HEAT GAIN: Duct Location: Attic 0.10 x 20521 = 2052 TOTAL HOURLY SENSIBLE HEAT GAIN 22573 CONDUCTIVE TOTALS FOR OPAQUE SURFACES.-. 3246 Double Door Southwest 13 x 0.67 x 26.0 = 226 Double Window Southwest 121 x 0.35 x 26.0 = 1101 Double Door Southwest 40 x 0.32 x 26.0 = 333 Double Door Southwest 62 x 0.35 x 26.0 = 561 Double Window Southwest 25 x 0.33 x 26.0 = 215 Double Window Southeast 20 x 0.35 x 26.0 = 178 Double Window Southeast 6 x 0.44 x 26.0 - 69 Double Window East 15 x 0.35 x 26.0 = 138 Double Window Northeast 15 x 0.35 x 26.0 = 133 Double Window Northeast 36 x 0.35 x 26.0 = 326 Double Door North 17 x 0.32 x 26.0 = 142 Double Window Northwest 11 x 0.35 x 26.0 = 100 Double Window Northwest 40 x 0.35 x 26.0 = 368 CONDUCTIVE TOTAL FOR GLAZING SURFACES 3889 SOLAR HEAT GAIN: Heat Area Shading Gain Description Orientation (sqft) SHGF Coeff. (Btuh) Double Door Shaded 13 x 15 x 0.67 = 130 Double Window Shaded 121 x 15 x 0.69 = 1250 Double Door Shaded 40 x 15 x 0.72 = 430 Double Door Shaded 62 x 15 x 0.71 = 655 Double Window Southwest 14 x 62 x 0.64 = 569 Double Window Shaded 11 x 15 x 0.64 = 102 Double Window Southeast 7 x "62 x 0.69 = 284 Double,Window Shaded 13 x 15 x 0.69 = 134 Double Window Shaded 6 x 15 x 0.74 = 67 Double Window East 12 x 73 x 0.69 = 604 Double Window Shaded 3 x 15 x 0.69 = 33 Double Window Northeast 15 x 48 x 0.69 = 482 Double Window Northeast 36 x 48 x 0.69 = 1183 Double Door North 17 x 15 x 0.72 = 184 Double Window Northwest 11 x 48 x 0.69 = 363 Double Window Northwest 40 x 48 x 0.69 = .1335 SOLAR TOTAL 7804. INFILTRATION: (Type: Tight) 22'79.3":puft.,,x 0.37 ac/hr x 0.018 Btu/cuft-F x 26.0 = 3931 INTERNAL GAIN: 2 People x 225 Btu/person + 1200 Btu (appli-ance) = 1650 SUBTOTAL 20521 DUCT HEAT GAIN: Duct Location: Attic 0.10 x 20521 = 2052 TOTAL HOURLY SENSIBLE HEAT GAIN 22573 HVAC SIZING Page 6 HVAC Project Title....... .. Starr Residence Date........ 10/01/91 MICROPAS3 v3.01 File-STARRCOU Weather-CTZ11 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Residence for Starr LATENT LOAD: 0.40 x 22573 TOTAL COOLING LOAD COOLING LOAD CALCULATIONS DESIGN CONDITIONS FOR ZONE 'UPPER': 9029. 31602 SUMMER DESIGN CONDITIONS: Window Southwest 46 x 0.32 x 26.0 = Inside Temperature ................................ 78.0 F Southeast Outside Temperature...............................104.0 x 0.32 F 97 Temperature Range ................................. 37.0 F 57 DESIGN EQUIVALENT TEMPERATURE DIFFERENCES x 26.0 = 471 Double Window Standard. ..................................... 26.0 F x 26.0 = Frame Walls andDoors.............. to .............. 24..6 Y Ceiling Under Vented Attic ......................... 45.0 F Frame Partitions .................................. 16.0 F SHADING CALCULATIONS: Over- Over- Un - Shade hang hang Shade Glaz Glaz Shaded shaded Line Leng. High. High. High. Area Area Area Description 0. Fact. (ft) (ft) (ft) (ft) (sf) (sf) (sf) Double Window SW ( 1.3 x 2.1) - 0.0 = 2.8 / 3.9 x 46 = 33 14 Double Window SE ( 1.3 x 2.1) - 0.0 = 2.8 / 3.9 x 12 = 8 3. C017DUCTIVE HEAT GAIN: -U--:Value Heat Area (Btu/hr- TDeq Gain Description Orientation (sqft) sqft-F) (F) (Btuh) Wall Southwest 147 x 0.048 x 24.6 = 174 Shaded Wall n/a.- 138 x 0.065 x 16.0 = 144 Wall Southeast 99 x 0.048 x 24.6 = 116 Shaded Wall n/a 129 x 0.065 x 16.0 = 134 Wall . Northeast 266 x 0.048 x 24.6 = 314 Shaded Wall n/a 68 x 0.065 x 16.0 = 71 Shaded Wall n/a 16 x 0.330 x 16.0 = 84 Wall Northwest 99 x 0.048 x 24.6 = 116 Shaded 'Wd11 :n/a 129 x 0.065 x 16.0 = 134 Roof Horizontal 1321 x 0.029 x 45.0 = 1724 Shaded Wall n/a 7 x 0.029 x 16.0 = 3 Roof Southwest 30 x 0.029 x 45.0 = 39 Roof Southeast 35 x 0.029 x 45.0 = 46 Roof Northeast 30 x 0.029 x 45.0 = 39 Roof Northwest 35 x 0.029 x 45.0 = 46 CONDUCTIVE TOTALS FOR OPAQUE SURFACES 3185 Double Window Southwest 46 x 0.32 x 26.0 = 386 Double Window Southeast 12 x 0.32 x 26.0 = 97 Double Window Northeast 57 x 0.32 x 26.0 = 471 Double Window Northeast 6 x 0.32 x 26.0 = 48 HVAC SIZING Page 7 HVAC Project Title...... .. Starr ResideHce - Date........ 10/01/91 MICROPAS3 v3.01 File-STARRCOU Weather-CTZ11 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Residence for Starr Double Window SOLAR HEAT GAIN: Description Northwest 12 x 0.32 x 26.0 = CONDUCTIVE TOTAL FOR GLAZING SURFACES Orientation Double Window Southwest Double Window Shaded Double Window Southeast Double Window Shaded Double Window Northeast Double Window Northeast Double Window Northwest Area .r! Shading (sqft) SHGF Coeff. 14 x 62 x 0.69 = 33 x 15 x 0.69 = 3 x 62 x 0.69 = 8 x 15 x 0.69 = 57 x 48 x 0.69 = 6 x 48 x 0.69 = 12 x 48 x 0.69 = SOLAR TOTAL 97 1100 Heat Gain /Rtnhl Joy 338 147 85 1870 192 387 3602 INFILTRATION: (Type: Tight) 11952 cuft x 0.37 ac/hr x 0.018 Btu/cuft-F x 26.0 = 2061 INTERNAL GAIN: 3 People x 225 Btu/person + 1200 Btu (appliance) = 1875 SUBTOTAL 11824. DUCT HEAT GAIN: Duct Location: Conditioned. 0.00 x 11824 = 0 TOTAL HOURLY SENSIBLE HEAT GAIN 11824 LATENT LOAD: 0.40 x 11824.. _ 4729 TOTAL COOLING LOAD 16553 .r! PROPOSED CONSTRUCTION- ASSEMBLY: RESIDENTIAL Form 3R Project Title: Date: Project Address: Location:Oroville RS . Documentation Author:Neal Kuopus for CALCTECH Tel.:(916) 589-4219 Building Permit No. Checked By: Date: Enforcement Agency Use Only Assembly Name:STR5R19GB Assembly Type:WALL Assembly Tilt:90 Framing Material:WOOD Framing Spacing:16"o.c. Framing %:15$ Framing Size•2X6 List of Construction Components R -Value Cavity Frame Outside Surface Air Film 0.17 0.17 1.0.375" Stucco 0.06 0.06 2.1" Rigid Insulation 5.00 5.00 3.R-19 Insulation 17.80 ----- 4.2x6 Framing ----- 5.45 5.0.5" Gypsum Board 0.45 0.45 6. 7. 8 9. Surface Air Film 0.68 0.68 Total Unadjusted R -Values: 24.16 11.81 RC R Sketch of Construction Assembly Framing Adjustment Calculation: (if applicable) - 0.0414 x 0.85 + 0.0847 x 0.15 = 0.0479 TotalU-Value 1/0.0479' 20.88 Total R -Value From SUNSHNE SYSTEMS HYDROCOIL-Grass VallYCA916-2740515 Sep.26.1991 10:50 AM SUNBURST DBS DRAINBACK SYSTEM P02 ==moil SUNBURST o Solar Collectors F' 1 PI Circulator Controller Ball Valve ��11•��rl>r������tl•w����r��t���l�� iii Tornporing Valve 4 ED Pressure & Temperalure ` Rellel Volvo YDBS ralnhack Tank So Water 0 Root Jack "•: Tank Heater ■■ r��/fir (� O Distilled Water loop —� -77 ..oma Contact Sunburst Englnooring for InformAtion on systems: requiring 33 oar ore collectors.,..,,,, STAINLESS STEEL FILL TUBE FLUID RELIEF VALVE with cep 1 _ STAINLESS STE SOLAR PANEL CONI 3/i" F,I.P. HOT WATER TANK CONNI 14'' copper luting STAINLESS STEEL INTERIOR BAFFLE CfeateS 00urltelflow action heatexchangol' HEAT EXCHANGER 30' x Ve" I D type L o0pr 140 joints inside tank PULLY INSULATED TANK DOUBLE WALL CONSTRUCTION 'ERIOR JACKET le enameled Sigel jacRol ERIOR TANK 11088 61001 Wi111 Welded soams INLESS STEEL_ PANEL GONP(�r YIf1rJ From SUNSHNE SYSTEMS HYDROCOII_Grass Va.11yCA916-2740515 Sep.26.1991 10:50 AM P03 Putting Quallty In SunFarth collectors are deslgnod and constructed for a better return on your Invested dollar through better per. formance and panel longevity. Thare are always products of lesser quality for less money; a1 SunEarth we choose to only build the best solar collector, One of superior grade materials for longer life and performance. Installation SunEarth collectors may be mounted In a verllcal position and used In open or closed loop systems. Performance SunEarth collectors have been tested through the Solar Rating and Certification Corporation lest procedure, The purpose of this test procedure Is to set a standard for the Solar Collector Industry comparing different collector's performance under different conditions, and uses. Specifications Frame—Anodized e0ruped alurnInum alloy type 6063 Absorber Plate—All copper Becker Plate—Aluminum sheet type Insulation—Foil faced isocyanurato foam spun f1her0lasr: aandwi .h. Minmuni R10 V611.10— GlazingIovi rrnn wafer whi nonglare glass Glazing Cap -Aluminum prossurized snap -In clip Outside Dimensions -- SE -32 -BC 47Y2" 97„2 °> 4 SE -40 -SC 47V? "x 1211/2'•x4” Welght•Dry— SE-32-SC 1531bs. SE -40 -BC 185lbs. Absorber Coaling -Selective surface black Chrorn,3 Connectors—Side header coppor 1 r' standard Option; 1'1z' on SE -40.13C (only) Transfer Fluid --Water, Oils or Glycols Warranty The SunEarth collector Warranty Comp48 with the tax credit regulations of The California Energy Coryirnission, Please contact your solar Installer for complete warranty informalion, The results of this test show SunEarth'a superiority In collector performance. SunEarth solar collectors have been certified by IAPMO'flle no. 5.2445, City and County of San Francisco, General Approval No, 800S90.1A, and by City of Los Angeles. Gene[Allipprovai-No.-RR4A (jam! SE -32 -SC i; COLLECTOR RATING NUMBERS CploQ6rr e1CF) 200DBTU/11' 45'X1BTVIII' I,0VDU1V/ll' til -V) lM1% 119, KEN DI•I+1 II h1 Ji OJ P9 BI L I•N.1 Tr .1 7411/ 1111 Ult kl ill(, IJ91 111 In IJ ,1gI 6N r r• Iep SE -44' BC Onl6pvry eTVFI2,( ) 0TkPI —� I,j(>Q HTUru' 11x(, NlUrrl' A( 9, 6100 16.19 ILI& nl•9) fir, Ir /0 e7 269i U I ♦ 101 /6 N', 11 19 I198 nt.ar In IJ ,1gI 6N r r• Iep Technical Informallon —Applies to all Models Efflclency Equation, NOTE: (P) a (TI -Te) n = .7691 - .59Q2 (P)II - ,0010 (P)Ill Y intercept: .7738 Slopo: - ,8098 SUNS Ha, SunEarth of California .1 a 250 Airport Boulevard Santa Rosa, CA 95401 (707)578 .7443 CAL 11111A InduI1 r11I �.Ietl.11.. 12/90 RESIDENTIAL._. PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR'` ` S irway details: landings; rise and run, head clearance, handrails (Sec. 3306). Gu rdrail details (Sec. 1711 & 3306(j). e &7Exterior plaster - weep screeds (Sec. 4706). 2��er roof pitch for roof convering (Chapter 32). 6/Roof covering type - (fire hazard). 36" halls and stairways. �roa �* o n1 PtP 1 hour S2Aarati n. o bpde .._ � ,.....��,...6.. �.,........ .......... .x ,..... ,.,,<,�.,,,,�r,«- � ivy . 1 ,,kttic access and ventilation (Sec. 3205). IV. Underfloor access and ventilation (Sec. 2516). I�a---Co stion air for fuel burning appliances - L.P.G. requirements.,; 1 Energy design. STCu s,9 Flashing at all exterior openings. U DO o2 J"i Z6 -r �Q 4a# 7 L i o l tcq �/LvSs 5 y� Iola � s CVrw r r7J !�w S £ 0K rf r r AGN "N A T� sr ezq a RESIDENTIAL PLAN CHECKING GUIDE .12%90 • (S.F., DUPLEX & MISC.,(ONLY). Bldg. Per 't # % OWNER /� A A. P P. # - a 7 — 4 Plan Checker GENERAL �_. cning requirements: (sideyards and number of permitted living units). aluation. a!�lans signed by designer. 4! Proper description of work on application. 6 Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). PLOT PLAN ��6mplete parcel size and dimensions. 1-' -Setbacks, sideyards, easements, etc. 11 Other buildings or structures. IYIJ-7- &-/t4/ 0 w s ge. �lood hazard. FL00 PLAN omplete to scale plan'with dimensions. equired windows for light and ventilation ('Sec. 1205)., Required windows for second exit (Sec. 1204).' �+—g#s ; h" Human impact glass (Sec. 5406). 6-;�jgequired room sizes, ceiling heights (Sec. 1207). 17/ GFCIs in baths, garage, kitchen, and exterior outlets (Article•210-8). i fixtures, switches, receptacles,, and exterior receptacles for main- enance of -mechanical equipment. Locations, of water heater, heating and cooling equipment, other electrical r gas equipment. l�rage firewall, door size_, and closer. (Sec. 503(d)(3)). y14-"" 1 3'0" exterior exit door (�ec.'3304 (f). 1;�'re ood stove ion, alc earance. Sim e detectors (Sec. 1210), a 1!Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) ucaio Foundation plan complete enough to construct building. t �l�or construction details complete enough to construct building. /Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Y. ftex t' s or bearing ridge beam. r oo or porch hezes. 1 tud heights. .11. —Adobe--sei1s SPOGial b . "COUNTY OF BUTTE - DEPAR -mENT OF PUBLIC WORKS It 7 -County Center Drive - Orovllle, &flfornla 95985 - Telephone: 918/538.7541 APPLICATION AND PERMIT PERMIT NO.� 1118-91 ASSESSOR PARCEL t4UMISER 68-03-16 _ '" I NO ARI BUILDING PERMIT OWNER Joh el'ltarz TELEPHONE 1589-2574 SQ. FT. OCC. BUILDING VALUATIQN '39 OWNER'S MAI ING ADDRESS oq 243 Ward Street Oroville 95966 Mob -747- 09880 M 12,320 CONTRACTOR'S NAME Bet1589-2574O TELEPHONE p 812 C 8 120 CONTRACTOR'S MAILING ADDRESS 5263 Royal Oaks Drive roville 95966 Fireplace "All 1,000 CONSTRUCTION LENDER None UNKNOWN Total Valuation Is 180,240 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 635.50 ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ 317.75 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 243 Ward Blvd.. Oroville Permit fee $ 978.25 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 26.00 Solar or heat pump water heater 20.00 LOT NO. ovtj SUBDIVISION NAME yv c ,...1Z PARCEL MAP Water piping 5.00 5.UU Each qas water heater or vent 5.00 UU USE OF STRUCTURE SFDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 - Mobile Home S G W 0.00 ea TYPE OF WORK New o Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 4BR landscaping Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V DR LESS ESS 100 AMP OR L 10.00 10.00 Main service EA. ADO'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code an my license is in full fo a and effect. License No. Classification. F1 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I. as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.M) OR AODNS. * ACC. SLOGS. ,h¢sgft 21.50 NEW CONSTR U '.OUTLET NON•R ESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. ) Ex. Occup OUTLETS OR FIXTURES z00S0C BAL030 Ex. Occup. OUTLETS FIXED P(RESID )LINIS REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 144.00 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. �ve placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed.revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating lin Cooling 2 6.00 12.00 Hood 3.00 1 3.00 Ventilation 3 3.00 -__9. bo permit Fee $ 46.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, ju ments, costs, and expenses which may in any way accrue against id C y i onsequ f the granting of this /peermit. 9/ X Date T �� // �pf Signature of Applicant - Owner❑ Contractor ❑ Agent,Y�l Cddemol'Mo nstruct- An OSHA permit is required for excavations over Q ^dee and ion of structures over 3Q stories in height. /[�J/ c3 /v Mobile Home Installation Fee $ Energy Inspection Fee $ 36.0_ occ co TTYP TOTAL FEE '$ 12 9.25 HAz. cuA PARK SCH FLe f/ cDF PAR Po HD Issu , This permit is hereby issued under the sions of the Butte County. Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERM' XPIRES Date applicable provi- resolutions to do have been paid. WORKS S -Z_ _ Receipt No. 88672 - J�59, �5 '10 aO D0 WNITC-O.P.W.. YELLOW -ASSESSOR, PINK -'NSP CTOR. ALJQ40D-APWICANT ,!S TO Buildinv Depax--tient FROM: Environmental Health SUBJECT: Sanitation Clearance Owner ocation AP# Plan Approved for. Sewage Disposal Water Supply Hold final for: Final clearance O.R. for: Clearance for �k bedroom ome. they NOTE Pic Sanitarian Water Supply Water Supply COUNTY, OF BUTTE - DEPARTM'CWOF PUBLIC WORKS - BUILDING DIVISION tJNTOY CENTER DRIVE - ORO 7..Vfl.: •E, GbIIFORNIA 95965 - TELEPHONE: 916/538-7541 • PERMIT APPC AV -10N. -DATA SME -Et j Parmlt Ain ` OWNER #'I /V S -T A I?-- i?,,, A. P. N Proposed Building Use :�5 It: Building Inspector 9 Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: }� DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. ISmplete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form ....................................... . 6. Energy Design Compliance and supporting documentation ......... IF�0iStatement of Intent for Non -Heated and AC Buildings ............... Engineered truss details and layout"in duplicate (required prior to plan check /►Jss -L -v1 � _9. Mobilehome installation data including manufacturer's installation L/. �fl instructions....................................................... 10. Fees of $ 11 Chico Urban Area fees paid ....................... 121Parkfees paid ......................................... 13. �� (� S hof trict fees paid .............. zi 4. Sanitation approval from Health Department — — 15: City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 612' 19. Driveway permit, (construction approval required prior to occupancy) 61� 7� 20. Pre -Inspection for required.Pre-Inspec. request to , Building Inspector (Date) 21., Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance ........ ...? ...... Owner -Builder Verification (Given to owner ❑, Mail to owner o) .... . 24. Recorded copy of Agricultural Acknowledgment Statement ..'....... 5. Letter of ign ture a horization nr :. all *!27. �/S When ou issue the permit, process s follows: Mail wner. Mail to contractor. Telephone �� 1 25 7dnd hold for pickup at _ office. Deliver w/inspector. Other _ 1 Copy of Hdz-Mat form sent . Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prio -to permit issuance: (Circle new item not checked above). 1. Index permit for above items No 2. Additional items required: Co ctor, designer, ovwas advised of above required data by_"h"one___nail—counter by_j5Z_.date – U Contractor, designer, owner; was advised of above required data by_phone_mail=counter by date Plans checked by Date Plans approved by S 2 —q K Date Sets of p,15% DD / in 00—bi 11(J Copy—DPW A Q_-1 1, folder COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESS? .P CE=N�yIBER ZCJNIN �y BUILDING PERMIT - OWNE TELE H/o�N-E SO. FT. OCC. BUILDING VALUATION OW R'S MAILv ,ADDRESS C NTRAC OR'S NAME _— TELEPHONE CO TOR'S MAIL[ N � Fireplace II CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ f/ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADc�,ess �{ /�2 D permit tee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 O Each qas water heater or vent 5.00 USE OF STRUCTURE SF)< Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 62 Building sewer 5.00 d Mobile Home S G W 0.00ea TYPE OF WORK Neyr.� Addition ❑ Re odel ❑ Utilities ❑ Installation❑ Other ❑ De�scri bee work: i r0 Permit Fee $ , Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eo0V ?R LESS 100 AMP OR LESS 10.00 0e) Main service EA. ADD'L 100 AMP 1 2.50 rs CONTRACTORS LICENSE LAW 1 declare under penalty of perjury ). p y jy (check one' ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. F-1 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ElI, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCC UP"') OR ACDNS. ACC. SLOGS. 1/20sgft NEW CONSTR. NCH CILET 2,50 ea NONESID BRANCH CIRC ITS /POWER APPARATUS eJ '—" 1 SINGLE OUTLET CIR. Sot Ex. OCCUp(OUTLETS OR FIXTURES 20L9 309 Ex. Occup. OUTLETS (RESIO IFIXED APLINISREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating 1667Q Cooling (110,61�Q Hood 3.00 3,d Ventilation 3Z) , permit Fee $ ' Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte againstHALcuA all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ _ occ CONST TYPE TOTAL FEE $ /,;� 1 PARK SCHL FLo CDF PAR PD J HD• ISSUE This permit is hereby issued unaer the appiicable sions of the Butte County. Code and/or resolutions work indicated above for which fees have been DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date provi- to do paid. Receipt No. /� WNITE-D.P.W.. YELLOW-ASSE330R. PINK -INSPECTOR. GOLDENROD -APPLICANT K1 �.-.-,,.. r, -,..,. - �'i.-. � ._ �n ..r rn - r'x•.. .�,,;?rr v+,�t5+` . r - --•.n,s .- •—tet -,•-^.:w nom^^ �r,v,���'i�g•^i�:ui�;'rry :. t r- • ., . � , j'N y BUTTE' -COUNTY SCHOOLS DEVELOPMENT`tE CERTIFICATION FORM (One ForWl;per'Building) ` A.P. Number 1pK"Q 3,0 —a/�' Building Departmehit No. School District C79 6) L�/City D County Jurisdiction Property Owner Project Location/Address Subdivision Lot Number r Residential : Develo ment p Sq. "Footage 59%i�) # of Living MHI Addition (Group R) Units Commercial/Industrial: New ilding//Department Representative OSq. Footage Addition (Including Exterior Robfed Areas) IS `` D a tle (Floor Plans reviewed by School District Personnel) District Id No. A.2 -3 School District certifies that (Applicant Name) (Phone Number) (Street Address) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by the p*' nt of $� 2�� b--�' representing square feet. chool District Repretentative Date PAID BY CHECK NO. � REMARKS: BANK NO PAID BY CASH white -applicant, yellow-building..department, pink -school district SCHOOL.FEE (8/88). �'A� COUNTY OF -BUTTE - DEPARTMENT OF PUBLIC WORKS PER MI NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 33 APPLICATION AND PERMIT ASSESSOR--03PARC—16 EL NUMBER •f68G ZONIN BUILDING PERMIT OWNER John Starr TELEPHONE 589-2574 SO. FT. Oct. BUILDING VALUATION OWNER'S MAILING ADDRESS 243 Ward Blvd. Oroville 95966 CONTRACTOR'S NAME Better Builders TELEPHONE 589-2574 CONTRACTOR'S MAILING ADDRESS 5263 Royal Oaks Dr. Oroville 95966 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Checking Fee E$. $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 243 Ward Blvd. Permit fee $ PLUMBING PERMIT FiiingFee 10.00 Each Trap 2.00 Oroville Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other electric SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer_ 5.00 Mobile Home S G W 110-00 ed TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: box relocation _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 10.00 Main service EA. ADO'L 100 AMP 2.50 2,50 CONTRACTORS LICENSE LAW I declare un penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full f and effect. License No. _5y 25 Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUPM OR ADDNS. ( ACC. BLDGS. I , 2�4sq ft NEW CONSTR. MULTI -OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES .ALO 30 FIXED APPLNS. Ex. Occup, -OUTLETS II RESID )RE A.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �Virin 9 15.00 pre insp 15.00 Permit Fee $ 37.50 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ave placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, ju ments, costs, and expenses which may in any way accrue again id C yin onsequ the granting of this permit. X Date %� Signature of Applicant — Owner Contractor ❑ Agent , An OSHA permit is required for excavations over 5'0" deep and demolition or construct -WORKS ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL $ 37.50 FEE ALL E HAZ CUA PA RK PAR PD HD IssuE Th permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees - PCM EXPIRES Date the applicable p resolutions to do have been aid. p Dat Receipt No. 73823 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. AIS OR ARCEL NUMBER ZONING @,UILDING PERMIT OWNER TELEPHONE —, � �( �7� SQ. FT. OCC. BUILDING VALUATION OWNER'S �1 G ADD'- ES�� A VWl/ /J1 L V CONTRALTO 'S AME da TELEPHONE CONTRACTOR' I I DRQ LIS S Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ . PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5,00 USE OF STRUCTURE / SF ❑ Duplex❑ Mobilehome❑ Other ��—�/ Ci ��C�h - SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G W F 0.00 e TYPE OF -WORK New❑ Addition [I Remodel❑ UtiIittiie� Installation❑ Other ❑ Describe work:—,!So ¢7/0 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR001 OR LESS10.00 • Q OO CONTRACTORS LICENSE LAW I declare under penalty of P y perjury jur y (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ElI, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADO'L 100 AMP `2.50 �O NEW CONST. DWELLING o OR AODNS. ( ACC. BLOG) ,CCUP.& vrsgft NEW CONSTR. ULTI-OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS (SINGLE OUTLET CIR.e ) Ex. OCCUp(OUTLETS OR FIXTURES .AlFT a 90 0. FIXED APLNS EX. Occup. OUTLETS P(RESID IRE A.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Miring 15.00 1JRrr ") 4 �CcL ®y 60 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3,00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" -deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONSTTYPE TOTAL FEE $ HAz cuA PARK scHL FLo PAR PD HD IssuE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which .fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. '7 – 37 �2 0 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT.OF PUBLIC WORKS - BUILDING DIVISION y 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER 1�ii�-�. A. P. No. deg - C3 Proposed Building Use n_ -���" "-z% Building Inspector "� •� Date `2 8 At time of permit application, I was advised the following data must be submitted prior`to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . ........................ ......... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans- in duplicate/triplicate; signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 1 1 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW J9. 0. 21. Driveway permit (construction approva required prior to occupancy) Pre -Inspection for ��/�'��%�- �O� required Prelding Ic. Building Inspector Contractors license information (No., Name Style, Classifications ... a5 ate) 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner o, Mail to owner o) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization .......... ......................... . 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at, office. Deliver w. /inspector. Other �n Applicant �''— Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---jnall—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —ma ll—counter by date Plans checked by Copy—DPW Date Plans approved by Sets of plans on hold in File cabinet AP folder Date PRE -INSPECTION OWNER: � T`c7 'q7 s f 69vzk DATE - -Timis LOCATION: ., ) 4 3 (,U 64-k Q L?> A. P. # 0 P5- (J r � CONTRACTOR: I c ZONING PRE -INSPECTION FOR: PERMIT HISTORY: 6� __2_4 -AAIC TYPE OF OCCUPANCY BUILDING USAGE: DATE TO INSPECTOR '-�-�- Z 6 6 ________________ =_ AS FOLLOWS:9 FIELD - INFORMATION TENNANT: a w � v WOCCUPIED E:; -..AS ELECTRIC �A7I S GAS SANITATION FACILITIES bliRA ED -COOLED PERSON CONTACTED OTHER COMMENTS: OTHER: Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT:' FOR RESIDENTIAL DEVELOPMENT 9 I — 14 S 8 Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent 91-014648 Rec Fee 5.00 to land or included within an area zoned Check 5.00 for agricultural purposes, and residents Recorded' County of of this property may be subject to incon- Official Records veniences or discomfort arising from the County of use of agricultural chemicals, including, Butte but not limited to herbicides, pesticides, Candace J. Grubbs and fertilizers; and from the pursuit Recorder of agricultural operations including, 2:07pm 16 -Apr -91 1 XX 1 but not limited to cultivation, plowing, - -- spraying, pruning, and harvesting which g > a occasionally generate dust, smoke, noise, and odor, Butte County has established agricul- tural zones which have as a priority use for productive agricultural. purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations.' All that real property situate in the County of Butte, State of California, described as follows: AP NO. 68-03-16 243 Ward Blvd. Lot 26 in Oroville Wyandotte Fruit Land, Unit No.2 In Book 11 of Maps at pages 11 and 12. Date: 4/16/91 Jo�a► J �:qan John J. Starr PROPERTY OWNERS: Beiincla R. Starr, J:1111- � State of Calif, ) On this the 1 6th day of April , 19 91 , before me, SS, the undersigned Notary Public, personally appeared County of Butte ) ***Belinda R. Starr************and John J. Starr************* m M ° 0 ® ® . ® Personally known to me. ElProved to me on the basis m of satisfactory evidence. g > a to be the person(s) whose name(s) is ® Z o.� a subscribed to the within instrument and acknowledged that she a ® executed the same for the purpo e's 'therein contained. IN WITNESS WHEREOF, I hereunto set my hand and,official seal, 2: 5. aJ Pres h A.P. N. �f "344 MwQafaa ary Public r� ki d- f ;i; ti�, v COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 4 County Center Drive - Oroville, California 95965 - Telephone: 918/538-7541 APPLICATION AND PERMIT PERMIT N0. 1 � Cln1 ASSESSOR P RC L NUMBER .. _ 68-0-01 ZONING ARl BUILDING PERMIT OWNER 77�� pp I Starr TELEPHONE 589-2574 SQ. FT. OCC. BUILDING VALUATION est 500 OWNER1'S MAILING ADDRESS 243 Ward Street Oroville 95966 CONTRACTOR'S NAME Better Builders TELEPHONE 1 589-2574 CONTRACTOR'S MAILING ADDRESS 5263 Royal Oaks Dr., Oroville 95966 Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 10.00 ARCHITECT OR ENGINEER None LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 241 Ward Street. Oroville Permit fee $ 20,00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping , 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF12 Duplex❑ Mobilehome❑ Other • SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home is G W O.00ea TYPE OF WORK' New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other` Describe work: demo Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00' Main service 600V OR LESS 100 AMP OR LESS 10.00 Main Service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare u er penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force -and effect. License No. � � Classification. s ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.II2) OR ADDNS.' ACC. BLDGS. +/Z2sgft NEW CONSTR U "OUTLET NON-RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS e SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 200) O ALO 300 SAL FIXED APLNS Ex. OCCup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): permit is for $100.00 (valuation) or less. rl jo-olhave placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the CountyOt Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X sl�e�/� .�_ L Date L / `�6� Signature of Applicant — Owner ❑ Contractor ❑ Agent ©° An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in hei ht. g Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST TYPE TOTAL FEE $ 20.00 rl'az CUA PARK SCHL I FLD I cDF PAR PD j HD• ISSUE' This permit is hereby issued unoer the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated abo for which fees have been paid. RE OR LIC WORKS By//ZJZ7aeS_lw� 7Date 13 __Z PE MIT EXPIRES Date Receipt No. 88672 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. 'GOLD ENROD-APPLICANT I! COUNTY OF BUTTE - DEPARTMENT OF, -PUBLIC WORKS - BUILDING DIVISION 14. ,,, 1f' 7 COUNTY CENTER DRIVE - OROVILLE, CAW,,0P_NV5965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEAT' Permit No. OWNER ) O t+ ti C5—FA 9--fZ, A. P. N Proposed Building Use 41 ( Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit"O ssing and/or issuance: DATE UPEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form.%......7.'.(.!:� ........................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13 School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW y 19. Driveway permit (construction approval required prior to occupancy) ,20. Pre -Inspection for required Pre-Inspec. request to Building Inspector 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23'. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... Letter of signature authorization S7_D A107 -x- 27. When u Issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at _office. Deliver w'/inspector. Other Applicant Date L/ //," / Copy of Hdz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted pr'or o permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contratfor, designer, ow r, was advised of above required data b 9 q y �ne_�tlail_counter by�.date � Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Date Plans approved by Date Copy—DPW Sets of plans on hold in File cabinet AP folder Demolition Permits Asbestos Notification Statement Date / AP# Pursuant to section 19827.5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or state and local agency which is authorized to issue demolition permits as to any building or structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency, or both, pursuant to Part 61 of Title 40 of the Code of Federal Regulations, or the successor to that part. The.permit may be issued without the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in writing, or it may incorporate the applicant's response on the demolition permit appli— cation." Attached is a copy of my written asbestos notification to the United States Environmental Protection Agency for the demolition project located at Signature of Applicant OR I hereby declare that a written asbestos notification to the United States Environmental Protection Agency is not applicable to this demolition project. ignature of p icant 2/19/91 MAIL TO ASBESTOS NOTIFICATION EPA/NESHAPS Region IX 1235 Mission St. A-3-3 San Francisco, Ca. 94103 DATE: PROJECT JOB #� (Please see reverse side) Agencies A= Notified: ❑ I-C.�a ❑ CalitI'll ia Air Posouxcoa Board ❑ Cal osM► O &India Daoartmaat ASBESTOS DEMOLITION/RENOVATION NOTIFICATION OPERATOR: 3. FACILITY NAME: EPA USE. ONLY Please check one: DateRec Pstmrk Renovation CITY STATE School Demolition requiring 10 day notice Del/ND Demolition requiring ADQUTE? 20 day notice 4. FACILITY DESCRIPTION Code#: Revision of Original AGE SIZE (Form on reverse side) Doc#: IDE—PLEASE READ BEFORE USING THTS rnRM 1. OPERATOR: 3. FACILITY NAME: (Contractor) ADDRESS STREET ADDRESS CITY STATE CITY STATE ZIP PHONE( ) COUNTY ZIP 2. OWNER 4. FACILITY DESCRIPTION ADDRESS AGE SIZE CITY STATE ZIP PHONE( ) PRIOR USE 5. Project Start Date: Completion Date: 6. Estimate of Friable Asbestos: ON PIPE: Linear Feet SURFACE OF OTHER COMPONENTS: Square Feet Nature of Materials: 7. DESCRIBE METHODS OF REMOVAL: 8. PROCEDURES USED TO COMPLY WITH 40 CFR 61.147 & 152- 9. NAME i LOCATION OF DISPOSAL SITE: ANY FURTHER PERTINENT INFO CAN BE INCLUDED BY ATTACHING ADDITIONAL SHEETS QUESTIONS??? FOR FURTHER INFORMATION CALL (415) 556-6415 8am/4pm M -F .s INSTRQCT'IONS FOR USE OF ASBERTOR n MOT IT ION /DL'l. 0VATToN Nc)T IF ICAT TON - RENOVATION: means altering in any way one or more facility components. NOTICE MUST BE POSTMARKED AS EARLY AS POSSIBLEBEFORE PROJECT DEMOLITION: means the wrecking or taking out -of load -supporting structural members of a facility together with any related handling* operations 10 Day notice for MORE than 160 sq.ft.or 260 linear ft. asbestos 20 Day notice for LESS than 160 sq.ft.or 260 linear ft. asbestos, includes facilities which contain no asbestos. FACILITY: means any institutional, commercial -or industrial structure, installation; or building. Renovations on single family residences and apartment buildings with 4 units or fewer are exempt from notification to EPA. - PROJECT JOB #: Your OWN IN-H01SF I D for a specific jobsite. Optional, but expedites communication -concerning notifications. LOCAL AGENCY: Most areas in Region 9.have local NESHAP delegated agencies. In these areas notice must be provided to both EPA and the local agency. 1. OPERATOR/CONTRACTOR: Full.information concerning person doing the work. 2. PROPERTY OWNER: Complete in full. 3. FACILITY NAME: Must have complete address OR directions to the jobsite. 4. FACILITY DESCRIPTION: Current use of building. Project location in the facility. Other descriptive information as necessary. 5. START AND COMPLETION DATE: Provide month, day and year. Must be revised if dates change. (see revision form below) 6. Estimate of amount to be removed (must be in square or linear feet). Revisions(see form below) must be made for additional amounts uncovered. 7. Examples of methods: glovebag, scrape, remove in sections, etc. 8. Examples: Adequate wetting prior to and during work, double bag, etc. DRY REMOVAL MUST RECEIVE PRIOR WRITTEN APPROVAL FROM EPA OR THE LOCAL DELEGATED AGENCY IF MORE SPACE IS NEEDED THAN PROVIDED, ADDITIONAL SHEETS SHOULD BE ATTACHED TO REVISE A NOTIFICATION ALREADY ON FILE WITH EPA, USE FORM PROVIDED BELOW PROJECT NAME PROJECT JOB I ORIGINAL NOTIFICATION DATE Revision Notice #1 2 3 4 5 please circle This is to advise that the above referenced notification presently on file has been revised. Please note the revised portion listed. CHANGES FOR THIS REVISION: PROJECT ( ) CANCELLATION 1. NEW Location 2. NEW Scope of Work 3. ADDITIONAL Quantity of Asbestos 4. -NEW Start Date 5. NEW Completion Date 6. NEW Disposal Site n is Demolition Permits Asbestos Notification Statement Date AP# Pursuant to section 19827.5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or state and local agency which is authorized to issue demolition permits as to any building or structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency, or both, pursuant to Part 61 of Title 40 of the Code of Federal Regulations, or the successor to that part. The -permit may be issued without the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in writing, or it may incorporate the applicant's response on the demolition permit appli- cation." U Attached is a copy of my written asbestos notification to the United States Environmental Protection Agency for the demolition project located at Signature of Applicant f 6R I hereby declare that a written asbestos notification to the United States Environmental Protection Agency is not applicable to this demolition project. S gnature of Applicant 2/19/91 MAIL TO ASBESTOS NOTIFICATION EPA/NESHAPS Region IX 1235 Mission St. A-3-3 San Francisco, Ca. 94103 DATE: PROJECT JOB # (Please see reverse side Agoacioa LLM Notified: ❑ CA I iiOrn ia Air Roacmmm a Board ❑ Cal oSML ❑ Fa,; z disag Dep&rtmont INSTRUCTIONS ON REVERSE .. r ASBESTOS DEMOLITION/RENOVATION NOTIFICATION EPA USE.ONLY DateRec Please check one: Pstmrk Renovation School Demolition requiring 10 day notice Del/ND Demolition requiring ADQUTE? 20 day notice Code#: Revision of Original (Form on reverse side) Doc#': SIDE—PLEASE READ BEFORE USING THIS FORM 1. OPERATOR: 3. FACILITY NAME: (Contractor) ADDRESS STREET ADDRESS CITY STATE CITY STATE ZIP PHONE( ) COUNTY ZIP 2. OWNER 4. FACILITY DESCRIPTION ADDRESS AGE CITY STATE ZIP PHONE( ) PRIOR USE 5. Project Start Date: Completion Date: 6. Estimate of Friable Asbestos: ON PIPE: Linear Feet SURFACE OF OTHER COMPONENTS: Square Feet Nature of Materials: 7. DESCRIBE METHODS OF REMOVAL: 8. PROCEDURES USED TO COMPLY WITH 40 CFR 61.147 a 152: 9. NAME i LOCATION OF DISPOSAL SITE: ANY FURTHER PERTINENT INFO CAN BE INCLUDED BY ATTACHING ADDITIONAL SHEETS QUESTIONS??? FOR FURTHER INFORMATION CALL (415) 556-6415 8am/4pm M -F 1 INSTRUCTIONS FOR USE OF ASRFRTOS nE:MOT TTTOty*/ REantra n.TC) NOTIFICATION "0' RENOVATION:- means altering in any way one or more facility'components. NOTICE MUST BE POSTMARKED AS EARLY AS POSSIBLEBEFORE PROJECT DEMOLITION: means the wrecking or taking out -of load -supporting structural members of a facility toQreth r with any related handling operations 10 Day notice for MORE than 160 sq.ft.or 260_linear ft. asbestos 20 Day notice for LESS than 160 sq.ft.or 260 linear ft. asbestos, includes facilities which contain no asbestos. FACILITY: means any institutional, commercial -or industrial structure, installation, or building. Renovations on single family residences and apartment buildings with 4 units or fewer are exempt from notification to EPA. - PROJECT JOB #: Your OWN IN-HO1SF I D for a specific jobsite. Optional, but expedites communication -concerning notifications. LOCAL AGENCY: Most areas in Region 9.have local NESHAP delegated agencies. In these areas notice must be provided to both EPA and the local agency. 1. OPERATOR/CONTRACTOR: Full information concerning person doing the work. 2. PROPERTY OWNER: Complete in full. 3. FACILITY NAME: Must have complete address OR directions to the jobsite. 4. FACILITY DESCRIPTION: Current use of building. Project location in the facility. Other descriptive information as necessary. 5. START AND COMPLETION DATE: Provide month, day and year. Must be revised if dates change. (see revision form below) 6. Estimate of amount to be removed (must be in square or linear feet). Revisions(see form below) must be made for additional amounts uncovered. 7. Examples of methods: glovebag, scrape, remove in sections, etc. 8. Examples: Adequate wetting prior to and during work, double bag, etc. DRY REMOVAL MUST RECEIVE PRIOR WRITTEN APPROVAL FROM EPA OR THE LOCAL DELEGATED AGENCY IF MORE SPACE IS NEEDED THAN PROVIDED, ADDITIONAL SHEETS SHOULD BE ATTACHED TO REVISE A NOTIFICATION ALREADY ON FILE WITH EPA, USE FORM PROVIDED BELOW PROJECT NAME PROJECT JOB 14 ORIGINAL NOTIFICATION DATE Revision Notice #1 2 3 4 5 please circle This is to advise that the above referenced notification presently on file has been revised. Please note the revised portion listed. CHANGES FOR THIS REVISION: PROJECT ( ) CANCELLATION 1. NEW Location 2. NEW Scope of Work 3. ADDITIONAL Quantity of Asbestos 4. -NEW Start Date 5. NEW Completion Date 6. NEW Disposal Site COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7:County Center Drive - Orovllle, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT r PERMIT NO. Q ASSESSOR PA�,C L NUMB/E §L- 30 O� ?Q — C/ zo"I / BUILDING PERMIT OWNERAJ ^�� ^ / /C 0f TELEPHONE s(AaS7 / SO. FT. OCC. BUILDING VALUATION OWNER'S A1AIG_ ADORESS �•-� p/` 3 CONTRACTOR'S NAM CONT ALTO MAILING A Y Fireplace CONSTRUCTION LENDER J UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 1000 Permit Fee $ O (' ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS_ ' / Permit fee $ 02 01 0 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping, 5.00 Each qas water heater or vent 5.00 �,. USE OF STRUCTURE SFS) Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I IN O.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: aL/�i �� Permit Fee $ ontractor ELECTRICAL PERMIT Filing Fee 10.00' 1 OR Main service 1000 AMP ORSLESS 10.00 Main service EA.•ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions -Code and my license is in full force and effect. License No. Classification. ❑ I, as the owner, Dr my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors. ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.( DWELLING OCCUP.pi OR ACC. . ) , /x¢sgft NEW MULTI -OUTLET CONSTR. -OUT NON.RESID BRANCH CIRCTITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 2ALO 30 eLo 3o X. OCCU FIXED APPLNS. OR Ep' OUTLETS (RESIO.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ �� HAz. CUA -1 PARK scHL I FLD I cDF PAR PD I HD. ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt NO. Y6 WHIT[-D.P.W., YELLOW-ASeESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 7-0///7 .' LffTE�f}CJ ,1��s�GiJ /s ivo7 126 Av 1-7/Z EN�1�/2E (�t,�/EYC FLm�YL Gr�ffLCS. so 7s d k � sftdw� wrrq FRAME ANALYSIS FRAME BEAM -(DL + LL).- .Pv L):Pv 1217 Mx 15336 -Lb 41 Sx 6.16 E := 29500 K :--*1.2 r := 4.40 - Ae 1.91 Fy .= 55 Ix .= 36.94 Fb 33 2 Fe Fe = 16.1709 2 Fy 12 — = 27.5 K'Lb-- 2 r Fy Fy Fn if Fe > --,Fy' 1 -,Fe Fn = 16.1709 2 1 4--Fel F2F Fy 3 R1 Oc if Fe > —,1.67 + .375'R1 - .125'R1 ,1.92 2 NOTE WALL THICKNESS MUST BE > 0.09 ELSE Oc = 1.92 Oc = 1.92 Fn Pa := Ae- — Pa = 16.0867 Fn 55 Fn Oc Pao := Ae- — Pao = 54.7135 Fb Oc Cmx : = 0.85 Max : = Sx - --1000 12 Max = 16940 2 Ix Per 1000 -Tr' - E- 2. (12- KLb) Per = 30855.0287 Pv ax := 1 -,Oc- ax = 0.9243 Per INTERACTION EQUATION Pv Cmx Mx IE + — — IE = 0.9082 Pa -1000 Max ax AND Pv .Mx IE :_ +` IE = 0.9276 Pao'1000 Max 64yiel"I"I g��vvc Gg �/Zo Alr 0r— S E pa t,4 �C T l� a,W,OaN6" s sh y : ) ,Z ADDEd% ft U�/C .S�/4�/•f/� •'• 7H���� (.vim ��•2��//2E1� Ta l3E- J,xP# jai; '400 9401�7 Wo 7�1 !�) 21Xg%� (IV) �"-,�g � 40? J-�s�7) Nl 1N�1'J A't S 04�2�Ji41 15:3+ 2t 91 589 2942 KELLY FIDGE EST P.01 '� .,�.� ��J�+ i BETTER f 91 -LIAR ER6 r 4 0 TO: COMPANY I 1�1 4x TC OF PAGES (1t'jl<lj'(.1('Ijj's cover, pdge) Hou 916 t 2 (0 5263 ROYAL OAKS DR. (916) (000) 421-4644 5uexiti� ��a ORMLLN, 'CA 95966 0 TO: COMPANY I 1�1 4x TC OF PAGES (1t'jl<lj'(.1('Ijj's cover, pdge) Hou 916 t 2 (0 5263 ROYAL OAKS DR. (916) (000) 421-4644 5uexiti� ��a ORMLLN, 'CA 95966 ... LUMBER $gPECIF CATIONS ChOrO 2x 4 • MEN -FIR Top_Cniyo +jj -- Boon Crd $$Sj W ope Ow 2 -g7p M B77 M 4 -370 Spendero Unit rn L 1n0 (PSR) TOLL 6 O• TLOL 9.d: @gl 10.0. .Too TT S - M 9 M P9� ADct1On !n BOt COn CAOrO 2So Chord 2x 4 42 HEM -FIR T 4. _112D ♦� 23fl Incr•a■• 1 LIVE LOAD DEFLECTION BASED ON V240 C,Bot `Med Mem. 2x 4 STANDARD HEM -FIR I°0= ;e;°�°g:cgra +T3' f� C p M g:P.$°w a - 0:205 0.744 T 4' 0.7a2 B 3' 0.327 6 •- 0.026 M 0 - 0.042 BEARING REQUIREMENTS 8EARIN6 ACT. SIZE REQ. SIZE LEIS 81 3.30 In. 1.30 In. 840 BL 3.30 In. 1.30 In. 840 BRACING MEMBERS SHOWN BY . WHERE REGUIRED. aITMCONTI 2) S.L.ATERA ATTACHED gBRAACCING I PROMLEI7 MEP TCLORE8CA1/4LPANElOPO1NT5. ICBM THIS TTNRRUU��SSpS LHB0B0AASppp�L $5$$pBpEEEEpE99IIEENE DEECSICCBNEOPREP.jIN �ON102 7 �M R ,4P aRUCE IT P2NEMF.RM pP�S OFAMANOF ACTURE GREEN LUMBER AT TIME 7-7-11 7-4-5 7-4-5 7-7-11 R3245 I OJU 4t1`JU ---- 30-0-0 OVERALL SPAN =0-4-3 2445 SPECIAL PLATE P09ITIONINO CHART J_O_I NT• X: 11 n) T: lin) AN 1^ S0 .O -41 0 4600 -250 f.BO -16.8 �o QROFESSJOAI A MESS f;Lc C v 4 AL / 1 �rgTF � rCAL1F��r\P PLATE CODE SPACING DATE IT IS THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THAT THE LOADS UTILIZED ON THIS DESIGN MEET OR ETCEEQ TME ACTUAL DEAD LOADS IMPOSED BY THE SIPUCTURE ANO THE LIVE LOADS IMPOSED By THE LOCAL BUILDING CODE OR R5000 UBC -8B 24.00' O.C. 4/30/91 HISIG ICAL CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR DIMENSIONAL ACCURACY. VERIFY ALL OIMEN;IOr+S PRIOR TO FABRICATION. COr1HECTOR PLATES SHOWN ARE TRUSWAL f6. 18. OR 20 GAGE AS SPECIFIED. FABRICATION SHALL COMPLY WTIM THE -DUALITY CONTROL MANUAL' OF THE TRUSS PLATE INSTITUTE ITPII ANO TME T� rPEC AL TRUSCOM MANUAL All PANELS NOT SPECIFICALLY DESIGNATED ARE TO BE EOIS t ONION OEr+OTES SPEC UL CUIT.NG. ONLY LA IERAL BRACING CONT NF.D OF INBRA[EUAL TRUSS MEMBERS S OTHERWISE ON THIS ORA -HER IH IS OESIUN ASSUMES THE TOP CHORD TO BE CONT INUOUSLr BRACED Br SHEATHING UNLESS OTHERWISE STATED -MERE HO RIGID CEILING 15 APPLIED NOR TIr TO THE BOTTOM CHORD. IT SMALL BE BRACED AT INTERVALS '+UT EACEEOh+G A T r u s P 1 u s D e s i g n t0'-0'. PERSONS ERECt1NG TRUSSES ARE CAUTIONED r0 SEEK PROFESSIONAL ADVICE REGARDING TEMPORARY ERECTIO'+ Sa , p' (�. BnACING WPICH IS ALWAYS REOUIREO TO PREVENT TOPPL L+G AND *00 INOING'. REFF.R TO -BRACING -000 TRUSSES: _ EMS COMMENTARY AND RECOMMENOAT IONS' IIP tI. WHERE CONF u510N MAY ExISr CONCERNING PROPER FIELD FRECT ION. CI EARLY NARK IHTF.R IDR BEARING LOCATIONS. CANTILEVERS. AND THE CHORDS OF THE TRUSS TO PRE'fENI IMPROPER DWG/ B _ 8 Q 2 2 fILE/ TRUSWAL SYSTEMS CORPORATION INST ALLATIO1+. TRUSSES SHALL NOT BE PLACED 11+ ANY ENVIRONME-1 TAT WILL CAUSE THE MOISTURE CONTENT OF THE w000 TO ExCEEO 1St ANE/OR CAUSE COr+NECTOH PLATE CORROSION. CAMBER. WHEN NECESSARY. IS BEST OF.TERwtNEO By .P+EICIOU; A1•Pl ICulON OF F. xPF)1IF.NCF. Ae+O INERFFORE 15 GUTSIDF. TICE SCOPE OF RESPONSIBILITY OF TRUSWAL 2_IS 1656-A / 1/8" - 1' ,X7*, qa/ ;mss Gam./cs LUMBER SPECIFICATIONS :TTChorQtl 2x 4 02 HEM -FIR Too Cnord T- Bottom Cnord eg 23 ggg79 !� W 7Wj6M 2 - 7B TC. 2. 3 !'42x 4 •1 HEM - FIR -3260 T .� -2716 fit! B 3'D B 4- 2280 "goe Bot Chord 2x 4 02 HEM -FIR �' 30.00 V V - w i C 0:��0 WBD Mem. 2x 4 STANDARD MEM -FIR T 1.O�e T 3- 1.000p B 9- 0.681 0.04Agj M 6 O. iflfl 5 tChL 90:0 SCOL 24.9 3a:O 24.9 O.C.0 T 4- .728 B 4- 0.671 ANOLE _ -_ a6.0 PSF Ratluction in Bottom Cnoro BEARING REQUIREMENTS BEARING ACT. SIZE REG. SIZE LBS BS 3.50 In. 1.50 In. 1767 BL 3.50 In. 1.50 In. 1757 BRACINGMEMBERSSHOWN By - WHERE REQUIRED. MITMC7MOI W Bd 9AAILISCL gBRAgCEIN6p ATTTACHEDr :/4 FROML ETT HER TC OREBCAS/i PANELDPAMNS : ICBO: TMS TRU7SS HAS BEEN DESIGNED IN Sp7UpDTHOHQEDEQAN ffI�fIENE7e)e)HOoV �CLUpogSg5REIEER-RRCo3Hq q PORT 1807. PSI INRHEM�P OVOUA LCE PI ELFIC~ %N�Ng102 MYgI7ETHSEMERCf" EMNMBS1(EI�STfNfU�]S4S(2ATyEN12CM9RERgCFTH OUOM_ , TES BOTMMIACES Or )ACA JDIONTT AASTBNOWw. ALL LOADS SMALL BE OSSTRIBUTED (BY OTHERS) EQUALLY TO EACH vLr. DATINUFACTUREDN GREEN LUMBER AT TIME SINGLE MEMBER (1 PLY) TRUSS MAY BE USED FOR 24" O.C. SPACED TRUSSES. USE 2x4 LATERAL BRACING ATTACHED WHERE,SHOWN BY (**) WITH TWO ,(2) 10d NAILS EACH. EXTENDED TOP CHORD REQUIRES 2x4 VERTICALS AT 48" O.C. MAXIMUM, DROPPED TO THE FLAT TOP CHORD OF THE TRUSS. VERTICALS ATTACHED WITH 1630 PLATES, TYPICAL. 1A11Y?^, ;0106 11992 Ptl ITOadO`eOt F81122 ] ��80Dyr. TCLL G81 RRaaa TCLL 92.0 TTCCOOL ff7..0 92.0 22. D 0O .8OD 30.00 V V 2 COMPLETE TRUSSES REQUIRED, f•.0 28:0 92028. p00 CHART tChL 90:0 SCOL 24.9 3a:O 24.9 O.C.0 2]:08 V 30.00 V JSPE OINT% ��If nPOSITION1NGi _- _)_ ANOLE _ -_ a6.0 PSF Ratluction in Bottom Cnoro 27 i} 3i 63 97 Concenceraced LOade L1Va O ed Locataa 2;1 TCE 8.0 7722.00p 8.00 V 6 -2.62 47717 ILAvj*LOAD HEFLECTION28 SEDONL/240 Q?,0FESS/0,, HIPMASTER-FRAMED 8'-0" SETBACK. ���� v. MES 33* PSF LOADING. U p. 2 0 /94 7=7-6 7-4-10 7-4-10 7-7-6 i2 B f2 4060 2490 4060 �B 5-8-5 =0-4-5 0-4-5 3245 11 3260 4860 3260 3245 sTgT CIVIL. oF CAL' 7-4-10 7-7-6 7-7-6 7-4-10 30-0-0 OVERALL SPAN PLATE CODE SPACING DATE AC IS THE RESPONSIBILITY OF OTHERS i0 ASCERTAIN THAT THE E LOS UTILIZED ON THIS DESIGN MEET OR EYCEEO THE AC1U•L OE•G LOADS IMPOSED By THE STRUCTURE AND THE LIVE 10A05 IMPOSE BY TME LOCAL Bu1LOlNG CODE OR R5000 UBC -BB 0.00 " O.C. 4/30/91 MIS TonI0 S CLIMATIC RECORDS. NO RESPONSIBILITY IS ASSUMED FOR OTMENS10t+AL ACCURACY. VERIFY ALL DIMf.NiIONo PC n TO iAOUICATION. CONNECTON PLATES SIIOVII ARE TRUSw•M 16. SB. OR 20 GAGE. A$ PECIF IED f AOn ICAIIOr+ 511 ALL COMPLY MIt)1 tl q, 'OUAI.I IY CONIHOM MANUAL OF THE IRU$S vLA TE 1e15TI7UT[ ITP 11 ANO 11q T inuSMAL inUSCUM MANUAL ALL PANELS NOT SPECIFICALLY DESIGNATED ARE TO BE EGUALLY DIVIDED. DENOTES SPECIAL CUTTh+G. ONLY LATERAL BRACING REOUIREO OF INDIVIDUAL TRUSS MEMBERS IS NOTED ON THIS ORAw1PG THIS OE SI ASSUMES THE top CHORD TO BE CONTINUOUSLY BRACED By SHEATHING InrLESS OTHER. ISE ST•T EU WHERE A T r u s P 1 u s D e s i g n t10 -nIGI0*. CEILING IS APPLIED DIREC TLA TO TNF. BOTIO. EK PA Ti SHALL BE BRACED AT INTERVAL$ "UT EACFFOIOn HACI . 141CH IS ELECTING TRUSSES AHF. PREVENT PO SEEN AND ESSIONAL ADVICE FER TO tE wPGRA00 fTRUSSES:1 _____A SME' `S COMMEND xH ICH IS ALr AES REQUIRED TO PREVENT TOPPLING AND DOMINOINC REFER t0 BEAU r.G •D00 TRUSSES. is lrL7 COMHENT•m Ano RECOHHENDAT IONS' (TP (1, -HERE CONTUSION MAY EXIST CONCERNING PROPER FIELD FRE[TIG:+. CIEAn+Y MARK INTERIOR BEARING LOCATIONS, CANTILEVERS. ANO THE CHORDS OF THE TRUSS t0 PREVENT IMPROPER DWG/ B-80723 FILES TRUSWAL SYSTEMS CORPORATION WUOUAtUAEXCEED t91S ANO/OR CAUSE CONBliNECTOR PLAT ENCOiu1051pNMENCAMBEA. xwHLENCNECESSARY. ISMOISTURE BESTCOF.TERHI EOTHF V JUDICIOUS APPLICATION OF EXPERIENCE AND THEREFORE 15 OUT5/0E TME SCOPE OF RESPONSIBILITY OF TAUS -AL. -- -- -.- ..cre rn ♦ r n / V onn t nn 2.5 1 1686-8 / 1/8" - 1 COUNTY OF BUTTE - IEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSES PARCEL O. ZONING ,�f n I /� OWNS '^ Ylrl PHONE NO. OWN S�DDREU611 Q/J r QnovLOCATION ` y OF BILDIN Oa4U USE OFqUILDING 71 "\ te- r Jra Y1 a P: le) Y\�q 0 rd PrA it J'J0 Mtn 1/7 yl (SO VN r, SIZE OF STRU URE SO �© SQ. FT. X =!1600 TYPE OF CONSTRUCTION: WOOD FRAME STEELCONCRETE OTHER (Specify) TYPE O SIDING ROOF COV�jNGl FLOOR T E e:�l E 1-Q v ESTIMATED COST OF CONSTRUCTION as, ono $ AG Buildings shall comply with the building front, side, and rear'yard requirements of the applicable County Ordinances as follows: ` `� I( / "D FRONT �� '''� SIDES f REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a'minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date 5 �a�V l Signature of Owner Permit Fee - $25.00 The above described AG Building is exempt from a building permit. FLOOD, PARCEL P.D., ROOFING ISSU Receipt No. ^ L� Director of Public Works By Date White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant y COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 4 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER r a �� y� A. P. No. Proposed Building Use Building Inspector / Date At time of permit application, I was advised -the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED Z-1 . All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. _ 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ........................................ 11. Park fees paid ..................................................... 12. School District fees paid ................. 13. Sanitation approval from Health Department ... 14. City of Chico plumbing permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for required ...... Bu lding Inspector to --(Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner 0, Mail to owner 0) ........ 23. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... 25. 26. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for 13� cr' kup`at office. Deliver w/inspector. Other Applicant 0 0 %� .�✓ Date���,,, Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. e 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone--nall—counter by date Contractor, designer, owner, was advised of above required data by—phone —ma ll—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW John J.. & Belinda Rae Starr 243 Ward Boulevard Orov.ille, CA 95966 RE: Code..Violations 243 Ward Boulevard, Oroville Dear Mr. and Mrs. Starr: ,guft¢ Co LAND OF PJATURAL WEALTH AND BEAU T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 536-7541 FAX: (916) 536-2140 March 2, 1995 A.P.4068-03-0-016 This is a.formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated January 26, 1.995 notifying you that you are in violation of the BCC at the above -referenced location. As of this date, the following violations still exist: Failure to obtain the required permits, inspections and approvals from this office for conversion of an agricultural exempt building to a commercial use in violation of. the 1991 Uniform Building Code as adopted by Section 26-1 of the Butte County Code as follows: (a) Section 301(a) Permits Required (b) Section 305(a) Inspections Required (c) Section.305(d) Inspection Approval Required before Use or Occupancy (d) Section 502 Change in Use Requires Conformance to Code The above violation(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate -fees, including. penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. Conversion of an agricultural building to a commercial use in violation of the Zoning Code as follows: (a) Butte County Code Section 24-64 does not permit a commercial use in AR -1 zone. The above violation shall be corrected or abated by applying for a use permit from the Butte County Planning Department. If the use permit is granted, permits will be required from this office to do the work. If you do not apply for a use permit or if a use permit is not granted, permits will be required from this office to' do the work. If you do not apply for a use permit or if a use permit is not granted, permits will be required from this office to convert the building to an approved use. Letter to John J. & Belinda Rae Starr RE: Code Violations A.P. #068-03-0-016 Page 2 March 2, 1995 This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation.(s) and for failing to comply with this warning letter. Upon. conviction of said violation(s) or of failing to comply with this letter, *the court shall impose. penalties (fines) and a Notice of* Violation shall be recorded in accordance with Butte County Code -Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact Scott Rutherford or Michael C. Vieira in this office at the address or telephone number listed above. Sincerely, MCV:dms Mi c1hael C. Vieira, C.B.O. Manager, Building Inspection PROOF OF SERVICE BY MAIL 1' I am over the age of '18 and nqt a party to. this : cause. I am a 2 resident of. and employed in the county where the mailing occured. My 3 business address is Building Division Department of Development Services 4 7 County Center Drive Oroville, CA 95965 8 I served the foregoing SECOND NOTICE VIOLATION LETTER ? (A -.P. #068-03-0-016) 8 9 by enclosing a true copy in a sealed envelope and depositing said envelope ' I 10 in the United States mail with postage fully prepaid on 2nd. of March i I1 19 95 and addressed as follows: 12 John J. and Belinda Rae Starr 243 Ward Boulevard 13 Oroville, CA 95966 14 I 15 16 I declare under penalty of perjury under the laws of the State j 17 of Calififornia that the foregoing is true and correct and that this 18 declaration was executed on 3/2/95 19 at Oroville California. 20 X21 Donna Sperling 22 Office Assistant III 23 24 25 26 CUSTOM J. T. CLANTUN CONS�JRUCTION GENERAL CONTRACTOR FOR 101 ALMUIJD;URUVILLE' CA.95966 r ANY NEED 916-589-0492 PROPOSAL AND CONTRACT State Cont.License t1o•393553 TO: JOHN STA_RR-- 9 . ------------------------------------------ ------- DATE FEB :15 89 6186 BECKWOURTH WY. 589-2547 ------ -------------------------------------------------------------------------- Phone -------------------- OROVILLE,CA.95966 DEAR SIRS: I DO HEREBY PROPOSE TO YOU AS FOLLOWSi - FURNISH ALL LABOR E UIPMENT AND MATERIALS REQUIRED TO CONSTRUCT A 50'X80'X14' EAVE HEIGHTH ALL STEEL BUILDING AS PER ATTACHED SKETCH THE FOLLOWING LISTED IREMS ARE INCLUDED: STRUCTURAL PLANS AND.CALCULATIONS FROM MANUFACTURER 2-12'X12' METAL CURTAIN DOORS 1- 0 0 METAL ENTRY nOOR AND FRAME 2-4 0X3 0 WINDOWS' 4,000 S .FR. OF 2" VYNIt CLAD FIBREGLASS INSULATION AT ROOF 3-20" DIAMETER STATIONARY ROOF VENTS WITH BIRD SCREENS AND DAMPERS GUTTER AND DOWNSPOUTS AT BOTH SIDES OF ROOF 6-3/OX10/0 FIBREGLASS SKYLIGHT PANELS AT ROOF 26 GUAGE ZINCALUME ROOF PANELS 26 GUAGE WALL PANELS AND TRIM,COLOR CHOICE BY OWNER ITEMS EXCLUDED FROM CONTRACT: PLANS AND PERMITS SITE WORK CONCRETE SLAB AND FOOTINGS ELECTRICAL PLUMBING OWNER TO FURNISH FORKLIFT Be PrnPQaP hereby to furnish material and labor — complete In accordance with above specifications, for the sum of: TWENTY FIVE THOUSAND,EIGHT HUNDRED THIRTY ONE dollars($ 251831.00 Payment tobemade astQtlowa: $ 16,000.00 ()N DELTVcR'Y" OF BUILDING ''k::. .,; ;.-,,:..; 7,248.00 ON.COMPLETION OF STRUCTU"nA.L i. JOHN STARR 6186 BECKWOURTH WY. OROVILLE,CA.95966 FINAL BILLING: ORIGINAL CONTRACT PRICE PAYMENTS RECEIVED: 4/15/89 6/27/89 TOTAL PAYMENTS RECEIVED BALANCE DUE THANK YOU J.T.CLANTON r il $25,831.00 $16,000.00 $ 7,248.00 ------------ $23,248.00 $ 2,583.00 JULY 20,1989 JOB#89-007 CUSTOM J • T. CLANTON CONS�;RUCTION CE;NNRAI, CONTI?Acrron State Cont.License •' FOR 101 ALMUII D, UIIUV 1 LLL; CA' 95966 N o. 393553 ANY NEED 916-589-01192 PROPOSAL AND CONTRACT TO: JOHN -STARR----------------------------------------------------------- DATE FEB -15---------- 19 -r ---- 6186 -BECKWOURTH WY. 589-2547----------------------------------------------------------------------- Phone - ----------------------• OROVILLIE, CA. 95966 -------------------------------------------------------------------------------------------------------------------- DEAR SIRS: I DO HEREBY PROPOSE TO YOU AS FOLLOWSi FURNISH ALL LABOR E UIPMENT AND MATERIALS REQUIRED TO CONSTRUCT A 0'X8O'X14' EAVE HEIGHTH ALL STEEL BUILDING AS PER ATTACHED SKETCH THE FOLLOWING LISTED IREMS ARE INCLUDED: STRUCTURAL PLANS AND -CALCULATIONS FROM MANUFACTURER 2-12'X12' METAL CURTAIN DOORS _1-3/OX7LO METAL ENTRX DOOR AND FRAME 2-4 0X3 0 WINDOWS' 1 4 000 S .FR. OF 2"VYNIt, CLAD FIBREGLASS INSULATION AT ROOF 3-20" DIAMETER STATIONARY ROOF VENTS WITH BIRD SCREENS AND DAMPERS GUTTER AND DOWNSPOUTS AT BOTH SIDES OF ROOF 6-3/OX10/0 FIBREGLASS SKYLIGHT PANELS AT ROOF 26 GUAGE ZINCALUMF,'ROOF PANELS 26 GUAGE WALL PANELS AND TRIM,COLOR CHOICE BY OWNER ITEMS EXCLUDED FROM CONTRACT: PLANS AND PERMITS SITE WORK CONCRETE SLAB AND FOOTINGS ELECTRICAL PLUMBING OWNER TO FURNISH FORKLIFT Or Propoor hereby to Iurnlsh material and labor — complete In accordance with above specifications, for the sum of: TWENTY FIVE THOUSAND, EIGHT HUNDRED THIPTYOl'IE dollars (S 25.831.00 I Payment to be made as follows: $ 16, 000.00 ON DELIV1/1ERY 1 OF BUILDING $ 7,248.00 ON `COMhE` I ION OF STRUCTURAL FRAMEWORK $ 2,583.00 ON COMPLE,riON AND SATISFACTION OF OWN All material If guaranteed to be as Specified. All work to be completed In a workmenlrke Authorl7ed Slgnature manner according to elandard practices. Any allerallon or devlellon lion, Above srer.11l. tafiona Involving Sir's ensle will be e.eeuled only upon wrfilen orders, and will become An Note: This pr0(�o al may be a.lra charge over and above the estimate. Alt egreamenls eonflngent upon sl llee, withdrawn by us If nOl ccepted within days. aceldenla or delays beyond our Control. Owner to carry lite, tornado and other necesiary Insurance. Our workers are fully covered by Workman's Compensellon Insurance. or after NOTICE B & P 7030 Contractors are required by law to be licensed and re- gulated by the contractors state license board. Any the concerning a contractor may be referred to the registrar of the board whose address Is: Contractor's State License Board 1020 "N" Street Sacramento, California 95814 Arreptattre of 11ropEloal — The above prices, ficallons and conditions are satisfactory and are hereby acc^pled. You are authorly.od to do the work as specified. Payment will be made as outlined above. Date of Accept ce Signature _ Signature __ • vii. .. - .. - ' COUNTY OF BUTTE CODE ENFORCEMENT CITATION NOTICE TO APPEAR Date -� T1 e0d_ • ... f{5, rd�e5, }a�sU Na V' �� • l R i e T1�.1:J Y� `T C. $tateZip 9cCA 1 D v� St�jC a 5 ' Sl�j llbVIA E igh W i IVt 0M Social Social Seeccuu1rittyy No. \ OFFENSE(S) X111 1 Ci�,V� W 11`i1��1v�vS ':,3 Butte County Code Section Descriptionof Offense p 40 3iWRICAMrM -L 51►�— 4 Location Offense(s) Committed 050 ❑ Offense item numbers) n t c t In my-presence, c ified on information and belief. I certify under penalty of perjury th t e\f o'g is true and correct. ' Executed on the date shown above f , California 4T X Signature of Code Enforcement Office Name of Code Enforcement Officer fkAAs WITHOUT ADMITTING.. GUILT, 1 PROMISE TO APPEAR AT THE TIME WAND PLACE INDICATEDNOW: X Signature A LLE D Before a J dge or Cler of the County Municipal Court located ' L1 '` at: -151 Date19 Time Form approved by the Judicial Council of California. 11/4/88 SEE REVERSE SIDE White, COURT COPY Yellow, VIOLATOR'S COPY Pink, FILE COPY "` �` _ i � •' M1� July 24, 1995 John Starr 243 Ward Blvd. Oroville, CA 95966 Dear Mr. Starr: 0R0WUE-WY4#V0rTF /RR/GATM D/SOffir WATER and HYDRO -ELECTRIC 2310 Oro Quincy Highway P.O. Box 581 Oroville, CA 95965-0581 (916) 533-4578 In our recent conversation you asked if Roger Jardin had filed any complaints with OWID during the period of time in 1994 when we were installing water mains on Ward Boulevard or Plumas Drive. Subsequently, I reviewed the matter with OWID Construction Foreman John Franklin and learned that Mr. Jardin and his father were frequently dissatisfied with one aspect or another of our work practices. During 1994 OWID replaced the water main within Ward Blvd. When that project was complete, we went on to replace the main within Plumas Dr. Mr. Jardin resides on property that has two independent accesses: via Ward Blvd. or Plumas Dr. During either of our projects Mr. Jardin always had one unobstructed entrance to his residence. Nevertheless, he demanded to use whichever access was, at any particular time, affected by our construction efforts. He also objected to the fact that we closed Ward Blvd. to through traffic, even though Ward connects Olive Hwy. and Canyon Dr., and there was never a time that our construction prevented or inconvenienced him in accessing his property via one or the other of those major streets. Included in his complaints was a protest that we did not have flagmen at each end of our construction area (notwithstanding the fact that "road closed to through traffic" signs and barricades were positioned across the street at both ends). When we were working on Pluinas Drive - a dead-end street - he complained that we did not have personnel permanently designated as flagmen (our laborers would give directions to drivers whenever a car would infrequently need to pass through the construction area). His numerous on-site complaints to OWID's construction personnel, and his several telephone complaints to me personally, were followed by a formal complaint to Cal -OSHA. This prompted an inspection of our construction site on Plumas Dr. by Cal -OSHA. No citations were issued, and no infractions were noted, but we were required to have flagmen permanently located at each end of the project site "not because project safety warranted them, but because Cal -OSHA has to show that it responds to citizen complaints." 11:'I7A1'A'Ati\IIN'rt:w(.1 AINIS11ARDIN'115, 77'_J7V}1III:41a,101 John Starr July 24, 1995 Page 2 Whenever a property owner complains as frequently and vociferously as did Mr. Jardin, I look for motivation: was he personally injured?; was his property damaged or not restored to its pre - project condition?; was he treated rudely by OWID personnel?; was public safety in jeopardy? After investigating the facts surrounding Mr. Jardin complaints, none of the above seemed to be the case, and I remain baffled to understand what aroused him to such a level of animosity. Sincerely, OROVILLE-WYANDOTTE-HUUGATION DISTRICT Michael�Glaze, General IF:tUn'fNM55UR'rF.Oic1.Al.%IS1.A RON.7,01, 7724/75(1:21�n I . or: � offs 011lZt LAND OF NATURAL WEALTH AND BEAUTY ;- DEPARTMENT OF PIIBUC WORKS J. MICHAEL CRUMP, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 TELEPHONE: (916) 538-7681 FAX: (916) 538-2140 RONALD D. McELROY Assistant Meow July 13, 1995. To whom it may concern: Butte County Equipment parked on Mr. Star's (Better Builders) property would by safer from vandalism than if left on the roadway, when working in the Kelly Ridge area. Sincerely, Ben Curcuru Sup. Road Maint. Worker August 1, 1995 John Starr Better Builders Construction 5263 Royal Oaks Drive Oroville CA 95966. Attention: John Starr You have requested of us if we have had similar problems. of which you are being accused. When our home was built approximately four years ago our tile contractor, who lives -three lots from us stored all of our tile (which we had paid for) on his property. It was necessary for us to go to court and get a judgement against this individual (who incidentally the State Contractors Board proved he was contracting without a contractors license, and the courts dismissed). However, he continued to work, for cash, while drawing welfare. He sold our marble to other contractors. He has been caught with thousands of dollars in stolen property on his premises, resulting in a case the court dismissed. He lives on approximately five acres with a travel trailer and several plywood outbuildings which are used as a residence. He has another travel.trailer on the property in which someone else lives. In prior years he was ordered to remove the second trailer -and get a building permit. The travel trailer is back and if he ever had a permit it has elapsed. Does he get permits - NO. Does he now have more than one family living on this property - YES. Over the years we have attempted to.have this situation changed but we get the same story from the County. "Overworked - Understaffed - Don't have the time." It appears he is insignificant. The two standards do not make sense. One - if you work hard, pay your taxes, add to the community, you will be judged immediately and have your name in the paper. Two - if you are on welfare, fraudulent, undesirable, do not pay taxes, you are not held accountable and the laws are not enforced. It is time to stand up and be ment want om good citizens? Edw, d A �azzareschi 12 Grand Oak Drive Oroville CA 95966 counted. What else does govern - Shirley J Lazzareschi I the undersigned have no. problem with Mr. & Mrs. John Starr having a Shop at their home, 243 Ward Blvd. where they store building. material for their constriction business. W07 7 A 14 tL tc'�'-4 , /4t' .0c l'2 ukva &A 6�2- Al 3,t5- O-vpt'ks -D�wr- 5 Sa - 54E4 -1/21/q 3 8-2 -5Y,SJ �1a,*Ielj 713 ��- l��,lrnl 6t5737s 7, 5�05-Llo57 A d-33 fiYW J 41 B.H. USE ONL Plot Plon A--hA Ploor Pion AuwW Smt to B.D.— /:3" TO: Building Department T " FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well er Clearance for bedroom mobile home. Other C_ 0AI0&-,V7r "G aG . `rte A- Hold final fo Final cl ce O.K. for: Environmental Health 8/92 Date VATA -0hIEfJA &JeL tAV A= L NOTE:. Tpft -0 1,Cczr)j'.;: in. W.1 ?111-, 15ap- umbo.m C..'an.-wn OTW_ AP -P -A VW NjLa I Environmental Health MAR 13 jqqS Oro'ville. 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TM; - W-. ^11* r ...... . . . . . . ................ • r old I 1. Ceiling Insuration 2. Wall Insulation Single- Number of stories -120 R -value One Two Three R-0 -103 -49 32 - R-19 -8 -4 -2 R-30 -2 -1 -1. R-38 0 0 0 U -value 8 6 4 0.50 -176 -84 -54 0.30 -102 -49 -32 0.10 -26 -13 -8 0.08 -18 -9 -6. O.C6 -11 -5 -4 0.04 -4 .2 .1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 3. Raised Floor Insulation Insulation in Floor Number of stories One Two Three -17 -8 -5 -3 -2 -1 0 0 0 3 1 1 -144 Single- Single - -120 -58 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 1 10 5 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation Insulation in Floor Number of stories One Two Three -17 -8 -5 -3 -2 -1 0 0 0 3 1 1 -144 -70 -46 -120 -58 38 -95 -46 30 -69 -34 -22 -13 -21 -14 -17 -8 -5 -11 -6 -4 -6 -3 -2 -1 0 0 4 2 1 10 5 3 Controlled Ventilation Crawlspace Single- Slab Floor Number of stories Mass - R -value One Two Three_ R-0 -11 -7 5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 .1 -2 -2 4. Slab Edge Insulation 40 - 37 Number of Stories -14 R -value One Two Three _. R-0 0 0 - 0 -. R.5 8 5 _..2 R-7 8 6 3 F2 factor -- . - -12 0.90 - -4 -3 =1 - 0.80 - -1 - --1 - 0 ..-. 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3- 0.40 12 8 4 5. Infiltration (Air -Leakage) Spedficatwn Points Standard 0 6. Glass Heat Loss Total Single- Slab Floor Effective Percent Glasa Mass 1.1 -value East Percent .West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 .24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 .9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 _8 -1 7 14 25 -46 -14 .7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 37 -9 3 3 9 15 21 34 -7 .2 4 10 15 20 31 -6 0 5 10 16 19 -29 d 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 .9 6 9 12 15 19 11 . 3 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) --E fecdve Percent Glass (percent Slav x SC) Effective Single- Slab Floor Effective Percent Glasa Mass %Glass North East South .West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 _ na_ 12 3 3 5 2 na - 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 .2 -4 -2 0 na = not allowed 5 7 7 8 3.0 1 4 6 8 IB. Shading (Shade Closed) Single- Slab Floor Effective Percent Glasa Mass Family (percent Shari x SCS Mass Effectim Attached 1CFA One %Glad North E&M South _ West SRy*t 18 -14 48 `--6g -64 V tact `. - 16 -12 -- -42 -59 -55 na 14 . -10 35 - -50 -46 - na 12 -8 .29 -40 37 na _ It-- -7 -26 36 33 na 10 -6 .23 31 -29 .74 9 -5 -20 -27 -25. -65 8 -5 -17 -23 -21., -_-56 -2 1 -4 -14 -19 -18 -47 9. Interior Thermal Mass Interior Single- Slab Floor Raised Floor Mass Family Stories Multi Mass Stories Attached 1CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 1. -t 0.1 -8 -5 3 -1 0 0 ' 0.3 -7 -4 -2 0 1 1 0.5 -6 3 .1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 .1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 it 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 i 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - -14 38 Wall Family Family Multi Mass Detached Attached Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 11- 1.80 10 12 12 200 10 11 13 11. Heating System SE or KSPF (assumes ducts In aWe) 6 3 -11 _ Sum of 1-6 -14 38 16 or -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 - 15 13 11 8 -1 Effective SE or HSPF 0 0 0 (SE or HSPF x duct efficiency) Effective -25 or -24 to -14 to :4 to +6 to 16 or SE HSPF fess -15 -5 +5 +15 more .0.30 -2.75. 3_64 -_56 _.z-_47`38_._:-30_ na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3_ 3 ..2 - 0.70 6.42 17 -15 .. 13. __1t 9 -.7_-_ 0.80 7.33 25 22 19 16 13 -10 " 0.90 8.25 -32 - 28 24 20 17 13 = 1.00.'_ 9.17 37 - 32 28 24 19 _. 15_ Zonal - J y Control Adjustment - System Type -2 Stan of 7-10 Resistance 10 9 7 -6 4 3 Other - 6. 5 4 3- 2 - 2^ 6 3 -11 -15 -14 38 16 or 5 -2- _-9 -11 -10 -30- 30-4 +15 4-1 3 -8 -7 .23 -8 3 0 -4 -5 -4 - -16 - - - 2--l--- .1 __-2 - --.1- .-. -9 -5 1 1 1 1 1 4 9.0 0 2 3 4 3 0 -1 na . not allowed 1 12. Cooling Syst•!m SEER (amrmeh ducts In attic) Stm of 7-10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed I ---Stories -25 or •24 to r14 to •4 to +6 to 16 or SEER less •15 1 -5 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 •4 3 8.9 -5 -4 -4 3 -2 -2 9.0 -4 3 .3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 120 15 13 11 9 7 5 13.0 20 17 14 12 9 HWR -18 -12 -9 t -6 WSB _6 -12 -10 Effective SEER POU -18 _-12 -9 (SEER xluct efficiency) IG None =5 -3 -2 Stan of 7-10 -2 Solar Effective-25or -24 to -1410 -4b +6 b 16 or SEER less -15 -5 +S +15 more 5.0 30 -25 -21 -17 -13 -9 6.0 -12 -11. -9 -7 -6 4 6.6 -5 -4 -4 3 .. -2 -2 , , = a Unit Size (sq - '699 0.6 Water . 700 1200 1700 8.0 9 8 6 5 4 3 1 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed I ---Stories % Glass - SC x Eff. % Glass g L/ b. East One -5 . -4 -4 3 -2 -2 Two + 3 3 2 2 2 1 Single -Family 8 y ljetaehed and Attached e. Skylight Unit Size (sq = p p Water1199 1200 1700 2200 2700 Heater t relit or • to to to or Type less 1699 2199 2699 more _Type SG None 05 0 ` 0. 0 0 or Solar 12 ' 8 6 5 4 HP -HWR 8 5 4 3 3 WSB 5 3 3 2 2 POU 8 5 4 3 3 SE None -37 -24 -18 -15 -12 Solar -1 -1 -1 0 0 HWR -18 -12 -9 -7 -6 WSB -25 -16 -12 -10 -8 POU -18 _-12 -9 .-7- -6 IG None =5 -3 -2 -2 -2 Solar 7' 5 4 3 2 - POU `IE 32 - - 1_ _1 None -28 -19 -14 -11 .9 Solar 8 5 4 3 3 POU -10 -6 .5 _4 -3 MuIU-Fatally (individual units) 0 . .- ' , = a Unit Size (sq - '699 0.6 Water . 700 1200 1700 2200 Heater Gedit -Type Of 710 -to - to- or Type less .1199 1699 2199 more SG None 0_ 0 0 0 0 or ' Solar 14 7 - 5 4 3 HP HWR 9 _.5 3 2 2 WSB 9 4 3 2 2 POU 9 5 3 2 2 SE None 45 -23 -15 -11 -9 Solar 2 1 1 0 0 ---HWR --.23 --12 - -8 -6 - -.5- WS8 .25 -13 -8 -6 -5 _Y_QU _23 -:12 -8 ___.-6 -5 IG None -8 -4 -3 -2 ; .2 Solar 6. 3 2 1 1 _ POU -1 _:=_0 - 0 .0 - 0 IE None 30 15 -10 -8 -6 Solar 18 9 6 4 4 POU • -8 . -4 -3 -2 -2 rolnt system Nummary: Climate Gone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5.-- Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) Measures nor R -value [381 U -value [0.0301 If'/ `f or R-value[II U-value[0.0981 P -/4 or R-value[19) U -value [0.037] or R -value [0) F2 factor 10.771 Standard l-)ra, I Type [double] U-value[0.65] Point Scores 0 4� v 0 .- % 4_/,5_" %TotalGiass[16] Sum 13 a. North % Glass - SC x Eff. % Glass g L/ b. East x_/� C2 c. South /�, �� X . /� i' = b . elD d. West, Interior Mass/CFA x C 7 = ..sem. 19Q e. Skylight - x = p p - _ C. South . x d. West S', _q x 5,7 = J, 'TS - e. Skylight x 9. Interior Thermal Mass - TYPE 1 MASS AREA COND. ,1.7.UIsc•4.21 1-peted .1.b) 10. Exterior Wall Mas Mass Interior M.iss/CFA -_ FLOOR TYPE 2 MASS AREA AREA ♦ TYPE I KASS WIMC 4.2, le: exposed slab) ND. L OR AREA Sum 7-10 t: 11. Heating System '7' - X , Y•2 0% 5% 10Y. 15% 20Y. 2SY. 30% 35% 40% 45% 450% 55%,60% ~12. 654. 70% 75% 80% 85Y. 90% 95% 100Y. 105% 110Y. x';( _ - - Zonal Control? ( Y / N) SEER 19.51 Duct Efficiency [0.74] Effective SEER [7.03] 13. Water Heating i.. 1�ve 1SGl Cmda rnonel 115Y. 120X 125• OY. 0 0.2 0.4' 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 ZS 2.7 29 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.8 5 53 101'. 0.2 0.4 0.6 0.6 1 1.2 1.4 1.6 1.9 21 2.3 25 27 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 S 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.6 2 2.2 24 21 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 28 2.8 3 3.2 3.5 3.7 3.9 4.1 43 4.5 4.7 4.9 5.1 5.3 5.6 58 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 2.5 27 3 32 3.4 3.5 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 56% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 8.2 3.5 3.7 39 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.1 1.9 21 23 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 24 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 70Y. 1.2 1.4 1.6 1.8 2 22 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.0 21 23 2.5 2.7 3 32 3.4 9.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 MY. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.1 3.0 4.1 4.3 4.5 4.7 4.0 5.1 5.4 5.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 5.6 5.9 6.1 63 65 67 90%' 1.5 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.S 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 25 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.8 9.8 4 42 4.1 4.6 4.9 5.1 5.3 5S 5.7 5.9 6.1 6.3 6.5 6.7 1 105% 1.6 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 6.6 68 7 110*/. 1.9 2.1 2.3 2.S 2.7 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 21 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 rolnt system Nummary: Climate Gone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5.-- Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) Measures nor R -value [381 U -value [0.0301 If'/ `f or R-value[II U-value[0.0981 P -/4 or R-value[19) U -value [0.037] or R -value [0) F2 factor 10.771 Standard l-)ra, I Type [double] U-value[0.65] Point Scores 0 4� v 0 .- % 4_/,5_" %TotalGiass[16] Sum 13 a. North % Glass - SC x Eff. % Glass g L/ b. East x_/� C2 c. South /�, �� X . /� i' = b . elD d. West, x C 7 = ..sem. 19Q e. Skylight - x = p p 8. Shading (Shade Closed) Point Total: %Glass SC Eff. %Glass _ a. �, q x _North _�-- � b. East. x ? _ / *'a--- _ C. South �. /r -- - x d. West S', _q x 5,7 = J, 'TS - e. Skylight x 9. Interior Thermal Mass - TYPE 1 MASS AREA COND. 10. Exterior Wall Mas Mass Interior M.iss/CFA -_ FLOOR TYPE 2 MASS AREA AREA Exterior Wall Mass ND. L OR AREA Sum 7-10 t: 11. Heating System '7' - X , Y•2 Zonal Control? (Y / N) SE or HSPF Duct Efficiency 10.781 Effective SE or ~12. 10.72/6.61 _ - _.-HSPF [0.5615.15] --- - ----- - _' Cooling System, 9 x';( _ - - Zonal Control? ( Y / N) SEER 19.51 Duct Efficiency [0.74] Effective SEER [7.03] 13. Water Heating i.. 1�ve 1SGl Cmda rnonel Point Total: Certificate bf Compliance: Residential L Address _ ir Climate Zone 11 Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk () may be superseded by mac shin gent compliance requuunces listed f —o— -on the Certificate of Compliance. When this checklist is incorporated into the permit documents. the features noted shall Building Permit N be considered by all parties as binding minimum component performance speditcatiats for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. .�. - Checked By /nate DFSCRIMON — DESIGNER ENFORCEMENT— Enfoncement Agency Use Only Building Envelope Measures ill. Af at (y'1 • 92.5352(a)• Minimum ceiling insulation R-19 weighted average. -... _. BUILDING DATAass ' Conditioned Floor Area O Slab/Raised Floor G �Single Family Detached SFDAddition IY y ( ) 1 1 Single Family Attached (SFA)-----. ( i Multi -Family (MF) - Number of Stories Number of .Units - - ( Alone (] Existing Building f 1 Existina-Plus-Addition - North East South West Skylight ---TOW- - L /�� / L ,t2 ,3r� - o y3. ,� _ O • SS, 8 as %� — 42-5352roY Loose fist insulation manufacturer':labeled R -value. ' §2.5352(c): Minimum wall insulation in fumed walls R•11 weighted average (does not apply to exterior mass walls). ' _ _ — §2-5352(k) Slab edge insulation •waw absorption rate no greater than 03%. water vapor transmission me rte grew than 2.0 perrrtfinch. 62-5311: insulation specified or installed meets California Energy Commission (CEQ quality standards. Indicate type and form. - §2-5352(0: Vapor barriers mandatory in Climate Zones 14 and 16 only. t BUII.DING SHELL INSULATION 'y Component Insulation Locatiinn/Comments Type R -Value (attic. to garage, r cal. etc.) C Wall .............. Wall ............. 1 Roof . Roof ............ 1 Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area GlassType Interior Exterior Overhang Frar Orientation (sf) (sinek, double) (roller blind, etc.) (shades dim etc.) (yes/no) 4notl �r North ( ) �.2 (1 19 %t J North East - ( ) / - -64 East ( ) South ( ) gzty _ _ South ( ) West ( ) / West ( )6112 Skylight....... O THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (SI) (inches) Location/Description (kitchen, bath, etc.) �A '- vf HVAC SYSTEMS Minimum Duct Type (fttrnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) 7' 7,7 z. 1.Z !LIZ 1 63 Maximum Furnace Heating Output: _ HOT WATER SYSTEMS Tank Btuh Manufacturer/Model # SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) 62-5317: Infiltration/Eafiltration Controls Doors and windows betweenconttitioned and unconditioned spaces designed to limit air — leakage. b. Doors and windows certified. C. Doors and windows weathers[ripped: all joints and penetrations caulked and sealed 62-5352(e): Special infiltration barrier installed to comply with 02-5351 meets CEC quality standards §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting. closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2- No continuous burring gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. 62-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-5316(a): Ducts constructed. installed and insulated per Chapter 10. 1976 UMC. §2-5316(b): Exhaust systems have damper controls. 62-5314(c): Gas -rued space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, waw heaters. showerheads and fauces certified by the CEC. §2.5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater): fust 5 fact of pipes closest to tank insulated (R-3 or greater). 12-5312(Exception 0: Pipe insulation on steam and steam condensate return & recirculating piping - §2 -5318(d): Swimming Pool Heating- - - 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. e. Plumbed to allow for solar. 2.75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures 12-5352(j): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathroorns. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. 62-5314(a): Refrigerators. refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists the building featum and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Chapter 2. Subchapter 4. Article l of the California Administrative oode. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retails a copy of it and transmit the certificate to any subsequent purdiaser of the building. Designer Building Owner Nath Name: I-WdFum: ritic/Fum: Address: Address: Telephone: Telephone lac. N: -Y L �/A (signature) (date) (Signature) (date) Documentation Author Enforcement Agency Name: Name: 7 10417imt: Agency: Ate=: Telcownc _