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040-400-083
FAILURE TO FINAL WAREHOUSE & BATHROOM ADDITION 5/18/94 92-2238 B 'y %� `�' " . 040-400-083 �• 4.a ®� V • O t "fir k � VACCARO h9• 434 Southgate , • ca•1 n'1 • LS, contr: Modern Building new•comm`warehouse shell ` {040-400-083 93-714E VACCARO SEED CONTR:Agri ctirc 434 Southgate Ct, Chico 3 -a 9 - 13 (comm_/elec service & house panel)�1 -40=0-083 �•, 8997 B PEM VACCAR 434 Southgate Ct, Chico "?• l g .a f �, (add bathrom.&-_wall/whse)Modern dg _ 040-40-0-08393-1317 E VACCARO SEED _- 434 SOUTHGATE CT, CHICO CONTR: AGRI ELECTRIC SPLIT ELEC SERV & ADD BRANCH CIRCUITS o is i �,oY_�lo t Wr tel (L WALL OV L I 1 r"' R $IDENTIAL 040-40-0-083 VACCARO SEED 93-897 BPEM 434 Southgate Ct, Chico (add bathrom & wall/whse)Modern Bldg k V=OK O=Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth S. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouta-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Neil Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a 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/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts In Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or AI. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'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/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors ' 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (ret proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin=roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protectioh-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-Cellinos 60. Infiltration -Walls -Windows Date/Initials FINAL (Pians) OK except #'a 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 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 -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Dreina e & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instid.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 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 Comments at Final: V=OK O=Not OK -= Not Applicable Not Ready MOBILE HOMES ' = Date/Initials MOBILE HOME UTILITIES (Plana) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fell -C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /% "ft. / /"Net. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 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 MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 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/Initials 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 COUNTY OF BUTTE, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Htunboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Hliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE (1AC-C Alzo C'�'f io C1111914151111 PERMIT NO. AnmMmkopmAmbullicates; that the following violations of Butte County Ordinances exist at On abaseaI&essandshotdd be corrected. Please notify this office when correction of work is -ML Ilza nnyquestions pertaining to this matter, or need additional explan ation, Unnieffiately. Orpul ew' -4 W C50 V A -41 Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541. (Jof 17 APPLICATION 'AND PERMIT ASSESSOR PARCEL NUMBER_ - NG Z M- 2 BUILDING PERMITn OWNEVarraro R. d TELEPHONE 893-4718 - SO. FT. OCC. BUILDING VA ION OWNER'S MAILING ADDRESS 1887 tes Dr. Chico 95928 Const. 10,243.OU CONTRACTOR'S NAME Mndprn '_a CO- TELEPHONE 891-4533 CONTRACTOR'S MAILING A DRESS Chico 95927 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 10.24 0 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 15.00 Permit Fee Plan Checking Fee $105.00 $ 52.50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $172.50 434 Southgatp Ct--, Chico PLUMBING PERMIT Filing Fee 15.00 Each Trap 21 5.00 10.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP 103-52 Water piping j 7.00 7,00 Each pas water heater or vent 1 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Warahousp SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer j 1 15.00 15.00 Mobile Home JSJGJW 615.00 - 15.00TYPE TYPE OF WORK New ❑ Addition ❑ Remodel ® Utilities ❑ Installation❑ Other ❑ Describe work: Add Bathroom and Partition Wall Permit Fee $47.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BUSlness and Professions Code and my license is in full force and effect. License No. Classification ❑ 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 Main service 200ATO1000A). 37.50 NEW CONST. ( DWELLING OCCU P. OR ADDNS. ACC. BLDGS. / 3.6Qsq.ft. NEW CONSTR. ULTI.OUTLET NON.R ESI D. BRANCH CIRCITS @ 5.00 UU (POWER APPARATUS e1 SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES 20 76 1A1 461, FIXED APPLNS. OR Ex. Occup, OUTLETS (RESID.) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ 20.00 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 Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation 1 4.50 4.50 Permit Fee $ 19.50 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.CONST I also agree to save, indemnify and keep harmless the County of Butte against all liabilitie judgments, costs, and expenses which may in any way accrue against s i Cou in con uence of 'e granting of this permit. Date $igneture of Applicant - Owner ❑ Contractor ❑ Agent ❑ A 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 $ c 2 TYPE I v Q TOTAL FEE $ 259.00 HAz DFEES IMP - FL D CDF PARCEL PD HD IS This permit is hereby issued under the sions of the Butte County Code and/or work indicated above f r which fees DIR CT F PUBLIC By PER IT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt. No. 135974 WHITE-D.P. W., YELLOW-A58C3SOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 0�����.wPFA P4174 13 /E- 1P4174 E-1 ,a S T R U C T U R A L ---------------------------- C A L C U L A T I O N S F 0 R R. H U S S R E S I D E N C E RAINBOW RANCH ROAD B U T T E C O U N T Y, C A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER G A. P. No. ZM Proposed Building Use Building Inspector 00 Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/o; issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... IV4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. ..All,d 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 $ 1 , h . .......................................... ............... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15' City of Chico plumbing permit . .......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ r 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . P,ea! edion reque�- - 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. Letter of signature authorization . ......................................... 26. Copy of recorded deed of parcel creation and 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 . ...................................... . 32. Plan check list . ..................................................... 33. '34. When yo issue the permit, process as follows: Mail to owner. Mail to contractor. u ,,,Telephone and hold for pickup at offs Deliver with inspect r. Other Parcel Creation Acreage Applicant Date b Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date 93 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 _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Cou er by _ Date Plans checked by Date Plans approved by DateW-T!57'--99 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works F.H. US): ONLY Plot Plan Attached ri„<,r Han nu:. i .•d su,t u, TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner L cation AP# I Plan Approved for: Sewage Disposal Water Supply: Public Private Well , Clearance for bedroom mobile home. Other 1A-) Y14,j j 12 So Hold final for: Final clearance O.K. for: tlUhT4' o� � NOTE: Qur�arv� eE� p1C AQP Environmental Health Specialist Date 8/92 6 0 1 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 � D Q--091-s-_ ZONI A - BUILDING PERMIT OWNER ` VACCA ® LE��- ELE TEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S AILING ADDRESS lee? K iC0 9.5Ve Q CONTRA OR 5 N^)AME f14 0�(.g01 C. TELEPHONE CONTOR'S MAILING ADDRESS a A; tl 7 22 !GO 75 '110 % Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS ' ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 115,00 Permit Fee Plan Checking Fee $ Cir,,00 $ 5L ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Zo 7 So 7< ckl?o Permit fee $ 1 %Z a so PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP I /Off— Z Water piping 7.00i .Or) Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Ouplex❑ Mobilehome❑ Other _9JA64OUSC., SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 .oz? Mobile Home S I G I W @ 15.00 TYPE OF WORK New[:] Addition[] RemodeRR Utilities[] Installati n❑ Other❑ Describe work: �/�! &,IIZP _ kZ& Permit Fee $ 50,� Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed. under provisions of Chapt. 9, Div. 3 of the BusinessPOWER and Professions Code and my license is in full force and effect. License No. Classification FI 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 -Mobile (Sec. 7044) F1I am exempt under Sec. Business and Professions Code for this reason Main service 200A TO 1000AI 37.50 NEW CONST. DWELLING OCCUP.al OR AODNS. ACC. SLOGS. 3.6Qsq.ft. NEW CONSTR TI -OUTLET NON.RESID BRANCH CIRCL, ITO @ 5.00 .O APPARATUS e (SINGLE OUTLET CIR. ) EX. OCCUp(OUTLETS OR FIXTURES 20 IIV 76 L 0 454 FIXED APPLNS. OR Ex- OCCUp. OUTLETS (RESIO.) EA.) 3.00 Temporary service 15.00 Home Facilities 15.00 Misc. �yirinors. g -15.00 Permit Fee $ ZV . c,o 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 15.00 Heating Cooling Hood 6.50 Ventilation Ci Permit Fee $ 5c7 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 gainst all liabilities, judgments, costs, and expenses which may in any wa ac rue against said County in consequence of the granting of this permit. X Date 7_3 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 $ 59"P-0 occ CONST TYPE TOTAL FEE $ MAz 1 0FEES I IMP I FLAbo CDF I PARCEL PD IiD 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 EXPIRES Date applicable provi- resolutions to do have been paid. WORKS DatePERMIT Receipt No. 1357�11 WHITE-D.P.W...TELLOW-ASSES]OR. PINK -INSPECTOR. GOLD ENROO-APPLICANT MASONRY WALLS N E S W 1st Lift ' 2nd Lift 3rd Lift. 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer 2nd La er Walls l�U z 9z -Ceilings - - 3�2 3193 viyq Ali G� Q 040-400-083- ACCARO SEED 92-2238 B ` 34 Southgate Ct., Chico contr: Modern Building new comm warehouse shell JO6 FINALED (D e � r g' Gi Signature r CERTIFICATE OF OCCUPANCY ISSUED (Date), Signature, ' f • V =•OKv O r Not OK k= Not A0pReady ble COMMERCIAL ' =Not Ready ` Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) Zoning -Setbacks -Easements -Flood -Slope -Soil Report 46. Hangers -Post Caps -Anchors -Connectors . Fig., Main; Soils-Uf und.-Ftg. Depth 40 47. Roof Shthing-Nailing-Diap.Chord S ice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall- Doo rs-Area-Occpf-Prop. 1 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Rom6x Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 50. Glu -Lam cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 51. Steel Buildings-Purlin-Girders 7., Slab; Steel -Wrapped -Wire Mesh p , 52. Property Line Firewall & Openings . Piers -Steel 53. Ext. Doors -Handicap Access 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer 12. Electric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date$ ig 2 Card B-1 Date Card B-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except #'s 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Hand icap-W/C-Backing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Date Card B-1 Date Card B-1 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date ELECTRICAL (Permit) OK except #'s 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 22. Fixture & Transformer Clearance -Ins. Protection 69. Stairs & Rails 23. Single Phase -Three Phase -Equip. Bond 70. Handicap -Door Levers -Fin. Floor 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets at Wood Panel; Int. & Ext. 25. Romex Installed Close to Edge of Studs & C.J. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 26. Equip. Ground made up w/Mech. Fastners-Bond Gas &Water 27. Wiring -90° -Protected -Color Coded 73. Plb., Elec. & Mech. Equip. Listed for Location 28. Subf Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu orr Al 74. Insulation -Foam -Looked in Attic 0 Yes 75. Guard Rails & Deck Construction -Post Caps 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 30. Service -Riser Conductors &Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 77. Stucco; Brown -Finish 32. Fire Wall Penetrations 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 -Date Card B-1 '82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. H. V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1. Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) 1 ►3 �z f C°wc rK�r+1 Oi fy\kN� 5 N a C A N l� 6 , ;;t._�sr�j..+'�..�.-iti✓y�r.:. �ur�,"^r f,•r� r�Y'�.-�.•'^y�_f �r .. - . +COUNTY OF BUTTE, BUILDING DIVISION DIEPARTMENT-0F DEVELOPMENT SERVICES 7469 Humboldt Road, Chico, CA - (916) 891-2751 rh 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 T CORRECTION NOTICE �a _V -46642c> 517klj Q-ZZ3, 3 sw OWNER PERMIT NO. 21 Anmfimiinspecdonbullicates that the following violations of Butte County Ordinances exist at the above a+ddirecc and should be corrected. Please notify this office when correction of work iscompletesffTauhmm any questions pertaining to this matter. or need additional explanation, please sxu:M2 this office immediately. r .. _ ;{...i-,4 ' .. s {`"' "ice � ..�s..�,�,� „-"'l,'``ui � .s. � ,��•-•..r,�.. ., , �v' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE SS 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 couple . ifyou have any questions pertaining to this matter, or need additional explanation,- pie xplanation, pleasect this office immediately.oiz- Date Inspector REV 1OP92 t, COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 :. 747 Dliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE - OWNER PERMIT NO. A rautiine inn indicates that the following violations of Butte County Ordinances exist at the above addnesc and should be corrected. Please notify this office when correction of work iscanrpleted_ ffyouhave any questions pertaining to this matter, or need additional explanation, please this office immediately. . C ,� .. � .a. ''a.... ,r.>. +" r. 3"+-'nt1+rFRr".5i.trwr �-+•+it•w w ^. nrrw��.,ry.°'+�ii'`�` b COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE V1)Cc AT,6 5 9z -2z38 OWNER PERMrr 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. pleasfi�contact this office immediately. INS 1 n VAU 0 k \KI 4t Cs WALL . VJA� t C„Ar<ISr- -- o OF /� C�1z c"1 �IV"A2—�. T/'la rVP51iMyJAll 6-ZAR� 0 C S��Fz �zI�AF.T> V A ur) RACL� R Date p. Inspector 23_;: REV 11/91 �, ... .-F ;'n:;r..«"•'�;,��:ne'.':�:�:a'c'�Sk',y"'a�• ;. .... .n^_-'"*'�r1r"5a'+..x+...r+c_:a•� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 lµ . 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 it CORRECTION NOTICE V�ta� , 9z -;2 2 _J>8 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. fin z A --z- Aod a Date 4 1 7A Inspector REV 11/91 `� O COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE1-7 z 3 J :03 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. )l Tit° /V 04 h� e,v J-�iyalP�y . Pl V.-Oc/id '(DM ' GQ/d '=iGnthi -- r +.r- H C 4 tc-1 ? V LcJ 4 S 7` i� •va �c% j C n +P,- o ./ % Je- S 4- o Y -C Date a 4 1& 7 Inspector REV 10/J2 �-- 'f-`--._,,r-+�,'..'a'trS!-'�r��u.+tnrr^.-.►„ti:•1 y,�-,,,(}". 7F_-i�`.�."e.�•'� � ._l".'L'.1�^r . COUNTY OF BUTTE t BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r 7117 ti k - COUNTY OF BUTTE - DEPART'MENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive r Oroviiler California 95965 - Telephone: 916/5313-7541 APPLICATION AND PERMIT i ASSESSOR PARCEL NUMBER 040-400-08 ZONING ?-- BUILDING PERMIT OWNER Vaccaro Seed TELEPHONE e43-q-T/f9 SO. FT. OCC. BUILDING V 'LUATI 18,000 396 000.00 OWNER'S MAILING ADDRESS 1887 _ : Estates Dr., CHico 95928 CONTRACTOR'S NAME M TELEPHONE 891-4533 CONTRACTOR'S MAILING ADD ESS P.O. Box 772, Chico 95927 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 396 000.00 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $1 287.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Feemikp $ 643.50 AR CHI TEC OR ENGI EER'S MAILING ADDRESS 1743 Mjilbprry St, Chico 95926 Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $1.945.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each pas water heater or vent 7.00 USE OF STRUCTURE 5 Z SF ❑ Duplex❑ Mobilehome❑ Other Warahni se SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home is G W @ 15.00 TYPE OF WORK New aj Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: CON S7 Gy/tREHOaSE. Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I de la 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 ful force and effect. License No. 24-004 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 Main service 200A TO IOOOAI 37.50 NEW CONST. ( DWELLING OCCUPM 3.6$sq.ft. OR ADDNS. ACC. BLDGS. II NEW CON5TR ULTI.OUT LET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES zo dAL. M ED APPLNS. Ex. Occup. OUTLETS (RESID )REA.F 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): e 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 15.00 Heating Cooling g Hood 6.50 I Ventilation Et I . 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. Date X4Wft��Z-2-1,, �- Signature of Applicant — OwnerElContractor Q Agent E]sions An OSHA over 5'0" deep and demolition or construct- ion of structures toverr3gstories in height. Mobile Home Installation Fee S Energy Inspection Fee $ -j�cc 2 {J CON T TOTAL FEE HA44DFEESI IMP I FLOo CDF PARCEL PO HD IS This permit is hereby issued under the applicable provi- I of the Butte Coun Code and/or resolutions to do work indi d o r which fees have been paid. E OF PUBLIC WORKS By Date PE MIT EXPIRES Date P --2-7-q,3 Receipt No. 116986 WNITE•D.P. W., YELLOW-ASSf;930R, PINK -INSPECTOR, GOLDENROD -APPLICANT i 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 040-400-083' ZONING "'z--- BUILDING PERMIT It; OWNER Vaccaro Seed TELEPHONE SQ. FT. OCC.1 BUILDING VALUATION 18 000 396,000.00 R'S MAILING ADDRESS 1887_ " Estates Dr. C O N T R A C T O R'SNAME M CHico 95928 TELEPHONE -4533 CONTRACTOR'S MAILING ADD ESS P.O.Box 772. Chico 95927 Fireplace CONSTRUCTION LENDER Ni'llneLENDER'S UNKNOWN Total Valuation $ 396 000.00 Filing Fee $ 15,00 MAILING ADDRESS Permit Fee $1.287.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 643.50 Energy Plan Checking Fee $ ARCHITECT OR1Ai%9i1.NyMAILING ADDRESS 1743 Mulberry St, Chico 95926 Penalty $ BUILDING ADDRESS Permit fee $1_945.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF [:1 Duplex❑ Mobilehome❑ Other Warehrntca SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G W @ 15.00 New ty] Addition ❑ Describe work' TYPE OF WORK Remodel❑ Utilities Installation[] Other❑ Shell Building ,11111W • CONTRACTORS LICENSE LAW I dender penalty of perjury (check one): clarC am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in fuI force and effect. License No. QA 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 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ Te permit is for $100.00 (valuation) or less. II 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. 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 6inst said County in consequence of the granting of this permit. Date Z -216':,42_ Signature of Applicant — Owner ❑ Contractor 9 Agent ❑ / 1 C' \FOSHA 4 permit is required For excavations over 5'0" deep and demoli ion or construct - structures over 3 stories in height: No, 116986 �� WNIT. r. W., TEA9eL LLOW-7 S011, PIN Permit Fee Contractor ELECTRICAL PERMIT Main service 600V OR LESS 200A OR LESS Main service 20CATO 1000A1 NEW CONST. / DWELLING OCCUP OR AODNS. l ACC. BLDGS. POWER APPARATUS &) SINGLE OUTLET CIR. Ex, Occup( OUTLETS OR FIXTURES FIXED APLNS.Ex. Occup. OUTLETS PIRESID 1REA.) Temporary service Mobile Home Facilities Misc. Wiring Permit Fee Contractor MECHANICAL PERMIT Heating Cooling Hood Ventilation Permit Fee Contractor Mobile Home Installation Fee Energy Inspection Fee DCC CONST TYPE TOTAL FEE Filing Fee 15.00 18.50 37.50 3.64 sq.ft. @ 5.001 "A[ I u IMF I FLOOD I COF PAflCEL PD HD ISSUE A — 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 ,. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538.7541 Proposed Building Use APPLICATION Building Inspector At time of permit application, I was advised the following data must be EJ to permit processing and/or issuance: DATE RECEIVED BY All items have been submitted... .. . 2. Plot plans, 3/4 sets, signed by preparer of plans. .. Complete plans, 3/4 sets, signed by preparer of plans..... `............. . jr7. ngineered plans and calcs, 3/4 sets, with wet signature on plans. .............. azardous Material Form . ............................................ nergy Design Compliance and supporting documentation . .................. tatement 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. ........... !Fees of $ .......................................... 11. Impact fees as shown on attached schedule . .............................. . California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 yearZ916 y Calif rnia Engineer. . 4. Sanitation and plot plan approv V Health Department . ............ �7 . 15. City of Chico plumbing permit . ........................................ . 16 - --lot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parkinq: R�c�'t) ....... 2 l k� 1 ontact Land. Development about (A) Improvements prainage.��'?. A0 7`5 2 Driveway permit (construction approval required prior to cupancy). .. ... .... Z 20. Pre -inspection for Pre-Inspedion reque required. . to Building Inspector (Dale) 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. , ,�' 26. Copy of recorded deed of parcel creation and 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 . ..................................... . n cn_P�C_K lis[b..,•:.;,. -- ..A......... ... i .............................. . When you issue thr it cess as follows: Mai o o n r. Mail to contractor. Telephon � and hold for pickup at office. Deliver with inspector. Other Parcel Creation � Acreage Applicant /"J"�'�� Date ZC"�1Z Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Ar ► ,,-,.4/, ' `,'_"; S' Copy of plans sent Health Dept.ire Dept. Other Date R /8 9 " y r J The following data must be submitted prior o ermit ivas C' e n w i not checked above). 1. Index permit for above items No.' 2. Additional items required: IA Contractor, designer owner, was advised of above required data by _'hone mail Counter b4 ate -7 28 Contractor, esigner, owner, was advised of above required data by _ phone _ mailr by _ Date Plans checked by Date Plans approved by un e — Date 2(3 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance /�°l0/ P✓`d�, c/6l silk V owner /. location -_`� AP # �P has been issued for the above property. Driveway permit 11LOX p p y' date si ature TOBuilding Department FROPI: .---"Environmental Health SUBJECT: Sanitation Clearance - Owner Locatio AP# Pian Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Water Supply Final clearance O.K. for:.,. - Clearance for bedroom mobile home. Other NOTE "* Date Sant rian COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovlllet California 96986 - Telephono: 818/638.7641 APPLICATION AND PERMIT (� - - 3 ZONING BUILDING PERMIT " Acuk " SO. FT. OCC. BUILDING VALU ION 4d,14 J WN R'S MAILING A OR as42 v N 14 CONTRACTOR'S NAME AJOPIDW v o TELEPHONE CONTRACTOR'S MAILING ADDRESS ' q Z Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee ,$ 15,00 Permit Fee $ ARCHITECT OR ENGINEER ho LICENSE NO. Plan Checking Fee $ , ARCHITECT OR ENGINEER'S MAILING ADDRESS 7 Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS � C. d G h` i Permt fee $ PLUMBINIG PERMIT Filing Fee 15 ,,00 Each Trap 5.00 Solar or heat pump water heater 20.0 LOT NO. SUBDIVISION NAME 7PARCEL MAP Water piping .00 Each Qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other 'VU%�RE -4F SPECIFY Gas piping system 1 • 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G I WK @ 15.00 TYPE OF WORK New M/ -'Addition❑ Remodel ❑,, //Utilities ❑ Installation[] Other ❑ Describe work:�(� I-=� - L(n ; Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare rider 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 El 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 Main service 200ATO1000A) 37, NEW CONST. / DWELLING OcCUP.al 3 sq.h. OR ADDNS. l ACC. BLDGS. // NEW CONSTR U TI.OUTLET NO N.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &),/ SINGLE OUTLET CIR. EX. OCCUp(OUTLETS OR FIXTU ES F,A2LO 79 FIXED Ex. OCCUp. OUTLETS PRESI .) EAT I .3.00 Temporary service 15.00 Mobile Home Faciliti 15.00 Misc. Wiring '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 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 againstJICT all liabilities, judgments, costs, and expenses which may in any way accrue against said Count in consequence of the granting of this permit. �( to G'Z6Z 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 stgLries In height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST TYPE TOTAL FEE $ / /f,"J( I HA2 DFEES IMP I AD ICOF PARCEL PO HD SSUE This permit is hereby issugd 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. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY.CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER A. -P.- NO. J PROPOSED BUILDING USE DATE • REC. # __DATE REC ool Distric Fees (paid at District Office) _, 7 �� 2. Sheriff Fees -- (paid at Building Department) Residential .......... - X = _$ unit -amt. Commercial(per sq. f t. )� o O d x, O 3 _$ lZ235 7 7/2 s .ft. amt. JV3.Urban Area Fees (paid at Building Department Residential (per unit) X =$ # units amt. Commerical(per sq . f t . )X'ID =$ / oz) 12 z-35 7 -71Z ?.,/g L-- sq.ft. amt. 4. Recreation District Fees (paid at District Office) 5. Drainage District Fees (Contact Land Development) 6. Other 7. Other At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. I APPLICANT DATE �;/ `''t�• ._-yr,%.:V'� !}: „!.Wi ;lR' . p t "1 1k.'a lx n' 4 r•.h t7s'r .. �....,..., +. _ s- ....,r v, .:y.al �. ' ''rM �.+i•"i?sX'�'J.. "4.0 �'R .r Ji°_ w.J •k'.St'�.f+Ys,t`..... ..r 1, .:4 .. r _ .. �tt 040-40-0-083 93-1317 E VACCAR0 SEED 434 SOUTHGATE.CT, CHICO CONTR: AGRI ELECTRIC SPLIT ELEC SERV & ADD BRANCH CIRCUITS E: OFFICE COPY Address GAS (� Meter By Da e. ELECTRIC\ Date ZS� -! Meter By ,�' 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 40-40-83 ZONING M ' M_Z_, , BUILDING PERMIT OWNER VACCARO SEED TELEPHONE P93 --'171y SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 446 SOUTHGATE CT CHICO Ck 95928 CONTRACTOR'S NAME AGRI ELECTRIC TELEPHONE 3A7-4203 CONTRACTOR'S MAILING ADDRESS 11011 MIDWAY CHICO CA 95928 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 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 434 SOUTHGATE CT Permit fee $ PLUMBING PERMIT Filing Fee 15.00 CHICO CA f Each Trap 5.00 Solar or heat pump water heater 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 t`ornmercial WAYP_hmimp SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I&S I G I W @ 15.00 TYPE OF WORK New Addition;_] r RemodelYLi Utilities [I Installation❑ Other ❑ Describe work: SPLIT EXISTING SERVICE 4A.)f> _ 12. 617AICd Ci4 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 Main service 200A TO 1000AI Z 37.50 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ®0-0 I am licensed under provisions of Chapt. 9, Div. 3 of the'BuslnesS and Professions Code and my license is in full force and effect. License .do. 443455 Classification C10 ❑ 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 ❑ I am exempt under Sec. , Business and Professions Code for this reason ) NEW CONST. ( DWELLING OCCUP. �\ OR ACDNS. ACC. BLDGS. / 3.66 sq.ft. NEW CONSTR. MULTI -OUTLET NON•RESID BRANCH C IRC ITS @ 5.00 b POWER APPARATUS &) ( SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 20 764 WED APLINIS Ex. Occup. OUTLETS P(RESID.)REA.) IIA -3.00 Temporary service �. 15.00 Mobile Home Facilities e 15.00 Misc. Wiring 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 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 County or 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 5/5/93 Hato}b of -Applicant - oWner 9❑ 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 S Energy Inspection Fee $ occ CONST TYPE TOTAL FEES 112 50. I HAz I D FEESJ IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the sions 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. I'T 11 7 WHITE-D.P.W., YELLOW-ASS[SSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Or[Ilc.j_California 95965 - Telephone: 916.538-7541 APPLICATION AND PERMIT PERMIT NO. f ASSESSOR PARCEL NUMBER .40-40-83 .y ZONING A4rZ- BUILDING PERMIT OWNER VACCARO SEED TELEPHONE l3 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING..ADDRESS 446 SOUTHGATE CT CHICO CA 95928 CONTRACTOR'S NAME AGRI ELECTRIC TELEPHONE 1342-4203 CONTRACTOR'S MAILING ADDRESS 11011 MIDWAY CHICO CA 95928 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 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 434 SOUTHGATE CT Permit fee $ PLUMBING PERMIT Filing Fee 15.00 CHICO CA Each Trap 5.00 Solar or heat pump water heater 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 cammC,V,t.ta hnice SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer W Mobile Home S I G I1@ 15.00 15.00 TYPE OF WORKEJ New ❑ Addition U Remodel Utilities ❑ Installation[] Other ❑ Describe work: SPLIT EXISTTNG S •RVT AA_1D _ 12, 8P-AMCAI e, VC,4_ji±S - Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 Main service 20GATO1000A1 1 37.50 37.50 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. LicenseAo._ 4434r;r,— Classification_ri ❑ 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-,,Misc. ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.&\ OR ADDNS. ACC. BLDGS. // 3.6asq.ft. NEW CONSTR. ULT' -OUTLET NON-RESID BRANCH CIRC ITS 2 @ 5.00160.00 POWER APPARATUS & (SINGLE OUTLET CIR. Ex. OCCLIP(OUTLETSOR FIXTURES 20 76dFIXED APLNS., Ex. Occup. OU LETS PIRESID,IREA.1 I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 byirin 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 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 Conlin 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 against said County in consequence of the granting of this permit. X nate 5/5.193 Signatu pplicant — 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 S Energy Inspection Fee OCC CONST TYPE TOTAL FEE $ 112.501 rAz 1 DFEESIMP FL000 cOF PARCEL PD HD 'ssuE , This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRE 13CfC PERMIT EXPIRES a the applicable provi- resolutions to do have been paid. WORKS D to �)By Receipt No. /Z3-3 WHITE-D.P.W.• YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTYOF BUTTE - DEPARTMEN �OF�EVELOPMENTSERVICES -BUILDING DIVISION.. R -7000NTYCENTERDRIVE -OROVILLE,ciffttIFORNIA95965=TELEPHONE(916)538-7541 - PERMITAPPLICATION DATA�SHEET OWNER CC D ��/� A. P. No. Proposed Building Use &LA) 56/Ul C e Building Inspector A�l Date � b 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 have been submitted . ............ ............................. 2. Plot plans, 3/4 sets, signed by preparer of plans . ...... : ................. . 3_ Complete plans, 3/4 sets, signed by preparer of plans. ...................... . A. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. .............:..`x .................. 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, 2Isets. ........... 10. Fees of $ . .........................:� ............. . 11. Impact fees as shown on attached schedule . ............... . 12. California Department of Forestry plan approval/fees. 13. Flood elevation letter (100 year flood) by California Engineer. ... ...:.......... 14. Sanitation and plot plan approval Health Department. 15. City of Chico plumbing permit . ...........................k ............. 16. Plot plan and business license approval from City of Biggs/Gridley. y ............. --------- 17. 17. Planning approval for (A) Use: (B) Parking: * t........ `-' 18. Contact Land Development about (A) Improvements (B) Drainage. 19. Driveway permit (construction approval required prior to occupancy)? ........ 20. Pre -inspection for required: .. oB�ld 9 �spe for (Date) 21. Contractor's license information. (No., Name Style, Classification). . ° ........... . 22. Certificate of Workmans Compensation Insurance . ............... ........... r' 23. Owner -Builder Verification (Given to owner , Mail to owner _): 24. Recorded copy of Agricultural Acknowledgement Statement. ....... i........... 25. Letter of signature authorization. .....'4 ..... • .. , , j 26. Copy of recorded deed of parcel creation and 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. 32. Plan check list . .......................................... ' .......... 33. 34. When you issue the permit, process as follows: Mail to,owner. Mail to contractor., Telephone and hold for pickup at office. Deliver with inspector. Other s Parcel Creation / Acreage ApplicantO,411 b ��/ Date �/'`'% Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date UN /;,1 0/L 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: t e 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 , J NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings I,V�� ��([LLAI(ij �3 , owner of the building to be constructed as a (please print) under at (bldg.permit no.) (location) 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,,1 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 Building Owner Mailing Address ��� 6yUT"'�'a-�Q C C �7�`t �CA Telephone No. /f3 - cf ?I �' BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Nan - Address BUILDING PERMIT NUMBER APN d `o J 46o — 063 Nature of Business Lk aAQ-� Contact Person -3 . W t I ILO-, HiQ-CCO —6 Phone # %'t � L01 W 1. D es your business or that of your tennants handle, store, or transport hazardous materials? NO 11YES NOT Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 1 Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? YNO ❑ YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. (3� Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or v school site? QNO ❑ YES IF YES, name of school. "S-3 () Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fes, vapors, or other volatile compounds? ANO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative S �3 (Signature) lDarel BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE - Building Dept ❑ YELLOW - Env. Health 0 PINK - APCD ❑ GOLDENROD - Fire Dept. J.E. MCAMIS ITE J.E. *fcAi4iI5, INC. COB" To d DFPT Heavy Construction & Marine Contractors 3125 South Gate Lane - Chico, CA 95928 OCT (9 16) 891-5061 FAX (916) 891-0904 October 19,.1992 Vic Vaccaro ' Vaccaro Seed 4,46 South Gate Court Chico, CA 95928 RE: Permit No. 92-22.3-8 Parcel No:: 04=0--40=0-0=8; c3j Dear Vic: Your new building appears to be close to completion and there are a few things that need :to be taken care of on the mini storage property. 1. Before.we have any rain, the gutters that drain onto the mini storage property need to be moved and the water directed off our property. 2. The neat line on the asphalt ajoining your building needs to .be put back and the areas where the backhoe hooked the asphalt needs. to be cut out and new asphalt placed. 3. Security fencing needs to be put back so there is no access from your property to .the mini storage on either end. 4.. Clean up nails and screws and remove pile of spoil that is near the northwest corner of your building and sweep asphalt. If you have any questions,`please call and thank you for your attention. Y � ce4je1y, Joh E. McAmis JEM:pkg cc: Butte County Building Department 1469 Humboldt., Chico, CA 95928 040-400-083 93-714E VACCARO SEED CONTR:Agri Electirc 434 Southgate Ct, Chico (comm/elec service & house panel) :&6K/-9—Cb a 2- 3k "' pFFICE COPY . i Address GAS - Metera e ELECTRIC✓��� Meter By i Date C" COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 • Telephone: 916.'538.7541 APPLICATION AND PERMIT PERMIT N 2` 7/ Alf ASSCSSOP11 PARCEL. NU _ _83 NIN BUILDING PERMIT W" 3 AILI DDRBSS 4QUTHQATE CT SO. FT. OCC. BUILDING VALUATION CAGRI� ELECTRIC T3W:42h CONTRACTOR'S MAILING ADDRESS 11011 MIDWAYCHICO CA 95928 Fireplace CONSTRUCTION LENDER UNKNOWN X 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 Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE LN1ieEhDUSe SF ❑ Duplex❑ Mobilehome❑ Other CQMMERII! i agil�I. SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New u Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: ELECTRICAL SERVICE & HOUSE PANEL Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600v OR LESS 18.50 200A OR LESS Main service 200ATO 1000AI 1 .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 ,Jo. 443455 Classification C10 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• t _37.50 NEW CONST. (DWELLING OCCUP.e\ 3.6asq.ft. OR ADONS. l ACC. BLD -GS. I NEW CONSTR.MULTI-OUTLET @ 5.00 NON.RESID BRANCH CIRC ITS • POWER APPARATUS 6 SINGLE OUTLET CIR. 76 EX. OCcup(OUTLETS OR FIXTURES p20V 46 FIXED APLNS.❑ EX. Occup. OUTLETS P(RESID )REA.) I 3.00 Temporary service 15.00 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 15.00 Heating Cooling 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. 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 e 9" Signature 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 97.5 HAz 1 11 FEES I IMP I FLyll ,�J CDF PARCEL PD HD Is This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated stove for which fees have been paid. 1 . i/ DIRECTOR OF PUBLIC WORKS t By .���' rr i, 'c'.L ' t.- Date PERMIT EXPIRE8 Date _7 !{ Receipt No. WHITE-D.P.W.• YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT • , . COUNTY OF BUTTE r� BUILDI14G DIVISION " DEPARTMENT OF DEVELOPMENT SERVICES i1469 (Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-630.7 J CORRECTION NOTICE OVWM PERMIT NO. y Amoufineimspection iindicates that the following violations of Butte County Ordinances exist at , 12m above addressand should be corrected. Please notify this office when correction of work isconp'fated-Ofy,oua►ave.any questions pertaining to this matter, or need additional explanation, please contact this ,office immediately. Af- (Date �j — li Inspector IW Vp v IRPr anls2 V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916,"538-7541 APPLICATION AND PERMIT PERMIT N 9&� ASSESSOR PARCEL NUMBER 40-40-83 ZONING f�'%�„� 1 1 BUILDING PERMI./ OWNER VACCARO SEED TELF-PFFONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 446 SOUTHGATE CT CONTRACTOR'S NAME AGRI ELECTRIC TELEPHONE 342-4203 CONTRACTOR'S MAILING ADDRESS 11011 MIDWAY CHICO A 95928 Fireplace CONSTRUCTION LENDER 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 491 RQT1TH(-,ATF CT Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTUREWli(EhpUse SF ❑ Duplex❑ Mobilehome❑ Other Cj1�1jpA s �c �' Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New Y Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: ELECTRICAL SERVICE & HOUSE PANEL Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 Main service 200AT01000A1 37.50 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 ,do. 4A34SS Classification C10 ❑ 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 OCCUR.&) 3.67.50 OR ADDNS. l ACC. BLDGS. / 4 sq.ft NEW CONSTR ULTI.OUTLET 9 @ 5.00 45.00 NON-RESID BRANCH CIRC ITS POWER APPARATUS SINGLE OUTLET CIR.& ) Ex. OCcup(OUTLETS OR FIXTURES 20 76 FIXED APLINIS EX. Occup. OUTLETS P(RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Iyirin g 15.00 Permit Fee $ 037.50 — 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 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 against said County in consequence of the granting of this permit. X to �- iS-�3 Sig(cont - Owner❑ Contractor 5ZAgent Elnetu An ion oofsHA structures tis overr39uired storrieesoinehe excavations over 5'0" deep and demolition or construct- Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 97.50 HAz DFEES IMP FL D CDF PARCEL r-' PD HD ISS 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 aid. DI TOR OF PUBLIC WORKS p BY Date PE • ITE IRE Date Receipt No. / 3 ,5 6 7 WHITE-D.P. W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT �Y MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE fn%ego se-E/D 1179$ 416C Bldg. Permit sk�2 ZZ-39 A.P. # 040y 00 083 A. GENERAL Zoning requirements (sideyards, parking, special conditions, Planning approval). A. Valuation. Signature by R.C.E., Architect or Building Designer. Improvements an drainage -- Land Dev., DPW; City of Chico; City of Biggs. /Y. Complete plot plan with dimensions, easements, other buildings, and other per tinent data. See previous permits and plans in file for expired permits, change of use, violations, etc. Flood hazard. FZOOR 4ZEI/• 770 BE 2Z7. Q/ M//V . B . OCCUPANCY REQUIREMENTS ��� PW L��E� S 8 y tilff�K R/ 5 -SO . SEE r9LSo �lrp� �! 7- 1. 2. 3. 4. Building use aJffie O Occupancy Class 9 -2 - Building -2.Building floor area /8,000 sq. Total allowable floor area Basic allowable floor area Basis for increase /jet SEf!4/ ft. Type of Construction (%N Occupant Load IY000 350 = loO sq. ft. —� sq. ft. ./ 6t/,44(_ Compliance with occupancy group requirements (Chapters 6-12). J6-- Occupancy separations (Sec . 503) .•. ' •ti ' • Area separations (Sec. 505). Z.141Z, W,4ZL r8: Firewalls due to location on property (Sec. 504). e7(6— GciffL L ,9" Maximum height requirements (Sec. 507). -10:' • Attic separations (Sec. 3205). �.Y.' ,�Veftti-lation and, special' hazards requirements (Chapter 6=12) . `Fire extinguishing systems, 20 sq. ft. opening/50 linear ft. (Chapter 38). �1 `Fire 'a.larm "systems (09"'Sections of Chapters 6-12). - Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap. 20j. s: Environmental Health Review - (a) Restaurant -Act, (b) Commercial Pool,(c)'H Occupancies Smoke detection system. ,1-7: Fire Dept. Plan Review and/or Fire Marshal Plan Approval. Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). X1.9: Physically handicapped requirements (State Law). ,,,2" Wholesale Food Manufacturing (Plans to state DHS,FDB). C. TYPE OF CONSTRUCTION REQUIREMENTS, �1! Fire retardant roof coverings (Sec. 3202) . Z2 7. 0/ WAIS __-2—' Parapet walls (Sec. 1709). //A ,3! Toilet room floors and walls- (Sec. 510). _-4- Physically handicapped (per State Law). —5-- Guardrails (Sec. 1711). /6"'.' Detailed types of construction requirements (Chapters 17-22). _,7! Proper roof pitch for roof covering (Chapter 32). �! Attic access and ventilation (Sec. 3205). �! Roof drainage (Sec. 3207). Skylights (Chapters 34 & 52). I Stages and platforms (Chapter 39). �1 Interior wall and ceiling finish (Chapter 42). Fire resistive requirements (Chapter 43). MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (CONT'D) C. TYPE OF CONSTRUCTION REQUIREMENTS (CONT'D) Wdll and teiling coverings (Chapter 47).' y' Glass and glazing (Chapter 54). Human Impact (Sec. 5406). k6� Foam plastics (Sec. 1712). D. STAIRS, EXITS, AND OCCUPANT LOADS General Exit Requirements (Sec. 3301 & 02) (Post occ. load, etc.). �2! Number of exits, width and locations (Sec, 3303). ,3!' Doors (Sec. 3304). _,41. Corridors and exterior exit balconies•(Sec. 3-305). . �! Stairways; rise° and•run•, width,-winders-.,-and-construction (Sec. 3306). J6% Horizontal ,exit (Sec. ,3308)': /71 Exit and smokeproof.enclosures, (Sec. 3309). Exit signs and illumination (Sec. '3313•-&• 14) . Aisles and seating (Sec. 3315 & 16). : Exits for occupancy groups A-E (Sec. 3317 - 3321).,-- E. ENGINEERING REGULATIONS, DESIGN, QUALITY, MATERIALS, AND DETAILED REQUIREMENTS ",T. Complete•plans sufficient to show how -building is proposed to be constructed and to verify conformance with Chapters,.23=29:" Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details. Energy design, calcs, and necessary details (State Law) & compliance statement on plans. Alej- h'Ef�TE/9 . Veneer (Chapter 30). I f+! Chimneys and fireplaces (Chapter 37). Plastics (Chapter 52). Excavation and grading (Chapter 70). Continuous or Special Inspection (Sec. 306).-5fi6e./�v / �8! Factory or other certification. 5� AlOr 4�P ' Soils or compaction data. 601-7`S - /ygg 6�5C_ Noise regulations. Footing reinf. Min. Two #4 bars (cont.). 1,2! Engineering Calc(s) should include: l (a) Roof - Ceiling. (b) Floor - Ceiling, Trusses (c) Foundation. - (d) Walls -- Large openings? (consider lateral).. ., (e) Lateral: (1) Roof Diaphram. (2) Shear Walls. (3) Anchorage & Tie -Downs. (4) Connections thru-out. (f) Retaining Walls. Complete building material specifications. Michael Caprealian P.O. Box 341 Chico, CA 95927 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 .With reference to the above subject: Attached is: Application for permit_ Building Plans Engr.. Calcs Owner -Builder Verification Form OTHER DATE 7/27/92 RE: Proposed Warehouse A.P. # 040-400-083 Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced LL We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption. statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section sets of plans in accordance -.with the .changes marked in red. Sanitation approval from Butte County Health Department at: 1469 Humboldt Road, Chico 7 County Center Dr.,.Oroville Skyway & Elliott. Rd. , Paradise XXY/ OTHER (DPW). Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. SEE ATTACHED Should you have any questions concerning the above, please contact John Henry of this office. (between 3pm & Spm) Yours very truly, cc: Modern Building Co. P.O. Box 772 Chico, CA 95927 JFG/aj William. Cheff Director of Public Works Glander �.. • Pie rmi t Applicant: Vacarro Seeds Permit No. 92-2238 A.P. No. 040-400-083 Date: 7/27/92 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and calculations as follows: See enclosed letter regarding requirements for commercial building plan sub- missions. Provide, a complete. code analysis which shows occupancy of building, type of construction, allowable area, fire resistive construction, and exiting. TY���dloU Y696 ? Plan must -include -a floor plan showing locations of doors, windows, required landings, handicap accessibility requirements, and complete material specifications. :.Analysis of anchor bolts at rigid frame.column footings.-fnust be in accordance with Uniform Building Code (UBC) Sec. 2.624 for combined tension and shear.-- Simpson values are only allowed. for application of Simpson products.... Property line fire wall detail must be consistent with the actual framing conditions proposed by Varco-Pruden. Contact Stuart Edell regarding drainage requirements. See permit application data sheet for additional requirements. Plan check was not done due to a lack of information and insufficient building plans per UBC Sec. 302(d). • �LoafZ. FZL-2oO lz�Olf/jF — B eD r. L &"I/EL �E/Z If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 3:O0 PM and 5:00 PM, Monday through Friday. John R. e r Plan Check Engineer .NREA-C7100S 10 g�2 - 223 g- 15 0 ' X50 10 FT u/ FAX gq s, o 89 ff 0:�O 400 - 093 A & Q ENGINEERING Civil Engineers 1280 E. 9th Street Chico, CA. 95928 893-0631 April 21', 1989 Building Department County of Butte 7 County.Center Drive Oroville, CA 95965 Attention: Mr- John Henry RE: Vaccar d AP No. 4. 59, 60,9M Dear John: The bench mark referenced in my letter of March 30, 1989, the "X" painted on the curb is at elevation 226.51, Butte County datum. Sincerely, Mark E. Risso MER/pm CC: Vaccaro o, so _ Z Z7 �,eEl/ GE7'lE� J2f/ Bl/992 a � ��OO //7_ 9/. A & Q ENGINEERING Civil Engineers 1280 E. 9th Street Chico, CA. 95928 893-0631 March 30, 1989 Mr. Vic-Vacarro Vacarro Seed - California 446 Southgate Court Chico, Ca 95928- -RE: F'looa Plain Elevation - AP No.' 40 - 40-59, 6u, G1 Dear Mr. Vacarro: In accordance with your instructions, we have provided you with a bench mark (assumed elevation 218.69) identified:'b.y_ a paint.ed "X" on the curb in front of the subject parcel. The elevation was determined from an assumed elevation of 215.00 taken at the bottom of the bridge girder on the High- way 99 bridge across Butte Creek. The bridge has been designed to pass a 100 year flood. Good engineering practice would dictate that the finished floor elevation be designed to be 0.50'feet higher that the top of curb. This elevation will assure that the building is built a minimum of 4 feet above the flood plain, as projected by F.E.M.A. Please call if you have any questions. Sincerely Mark E. Risso RCE 24016 MER/pm Butte County Building Official QLD/�t,( To PCS T �L�r�. Ba�7 /�� w/��. SE.vD ,4•S.4P. C/ ��i .41 ,M ^4 ..w t; A ',: s;r. ` � out PsuM iva. - ER �9b5 Uf3G V T^ 2 Y' 5OAxD, ADHESIVE " • Ntou►J7ED 3 1117& 2' GYPSUM COF<E 6OARa� APPUeC> Ver'TICALLY t4 vNs. . R q �Dc Is ^w= by OTHeRS 5 AL � SID NCS PANELS SCREW THRU a PAFz1I?IoH TO. 6 METAL P -OOP PANELS - 7 Fwa5eL GLOSIIRE 8 5A 4 F. 2" M1r1. o PDF - a R G 24110•c. 9 'TRIM 5YoTHERS N NOLLIM 9961 V N •y�+�It,CA n a0 p�3NF 0 $9 �.3a ^w= a � a cr 00 o '0O L� M.'f - a R G u-< ao n^ E•v 3 Nn SR n s; p w Sao <^ Al Cb 3 o a: t'�6 ;;,'& 7 S. 3 ti ++ Fr •^• n'o ? ^ n we+ w O G g o E 9;as� 00 O u 7 is n G= �• 6 w -SIN • = A Gn F M O C O Oo n100 n 0 Q io Q3 X ^ cno 3q Sam- � "•Fi Q6'^ 2� •mac d�tn.A"•n .oati .,oc Fry a.o.3g zr - iov �g p-•'•amu'e ^ xN =w v Pi p' P tj eb n S u ? O ^�v°,g r,3n tic n 3 "r AEr N G 4 A °O n 7 a a CL Q N .' N , N NOLLIM 9961 Varco-Pruden Varco-Pruden Buildings o Buildings Tu Box 1824 Turlock, CA 95381 A United Dominion Company Tel 209 667-4951 Built On Superior Service 0 PSF Seismic Zone 3 May 26, 1992 IV Other Loads -q2-2238 Modern Building Company BUTTE COUNTY 3083 Southgate Lane Chico, CA 95928 BUILDING DEPARTMENT Subject: Varco-Pruden Job #46489 Vaccaro Seed APPROVED Chico, California JR11 812 z r Building 601W x 3001L x 20' EH 1/12 Gentlemen, This is to certify that the subject structure has been designed by Varco-Pruden Buildings as required by the order documents and according to the structural provisions of the 1988 edition of the Uniform Building Code, and in general accordance to -the specifications of the Eighth Edition of the AISC, and the 1986 edition of AISI to sustain no less than the purchase order defined loads specifically as follows: i area reduction Live Load 20 PSF Wind Load 80 MPH Dead Load Weight Collateral Dead Load 0 PSF Seismic Zone 3 MBMA Occupancy Category IV Other Loads with tributary Per MAMA of Material Supplied by VP ' This certification is valid only for the above stated loads when properly erected on a square and level foundation. The cer- tification does not apply to and will, be voided by any field modifications other than those shown on the Varco-Pruden erection drawings or approved in writing by Varco-Pruden. Varco-Pruden has-been issued a -Certificate of Approval Number 636 by the Board'of Building and Safety Commissioners of the City of Los Angeles as an approved Fabricator of Structural Steel. Varco-Pruden has been issued License No. 256149, Classifications B-1, SC -43, and SC751 for General Building, Sheet Metal, and Structural Steel by -the State of California Contractors License Board. Varco-Pruden is an approved steel fabricator by the In- ternational Conference of Building Officials Report No. FA -240. Varco-Pruden is also an AISC certified manufacturer with an "MB" class verification. This letter of certification does not apply to the design of the foundation, anchor bolts (other than diameter and location), or any other components not supplied by Varco-Pruden. Further, it is understood that the undersigned Varco-Pruden professional engineer is not the Engineer of Record Page 2 of the overall project and is not responsible for inspections necessary to insure the adequacy of the erection of the steel. It is understood that erection of Varco-Pruden furnished items shall be in strict compliance with pertinent documents furnished by Varco-Pruden. Design calculations are attached and are part of this certification. Sincer9J.y, E. KOeith Patterson, P.E. Engineering Services Manager EKP:NY C-041302 Exp. march 31, 1995 Varco-Pruden Buildings 530 S. Tegner P.O. Box 1824 Turlock, CA 95381 STRUCTURAL CALCULATIONS FOR BUILDER Modern Building Company CUSTOMER Vaccaro Seed l CITY & STATE Chico,.California JOB NO. 46489 TABLE OF CONTENTS: LETTER OF CERTIFICATION DESIGN LOADS & FRAME FOUNDATION LOADS SECTION A BRACING SYSTEM DESIGN SECTION B SHEETING DESIGN DATA SECTION C MISCELLANEOUS STRUCTURAL DESIGN & DATA SECTION D SECONDARY FRAMING DESIGN & DATA SECTION E PRIMARY FRAMING SYSTEM DESIGN & DATA SECTION F •MBMA METAL BUILDING MANUFACTURERS ASSOCIATION No. 4Co489 Page Al of DESIGN DATA Date— (Structural) ate (Structural) Prepared by �A Reviewed by BUILDING DIMENSIONS X00►✓ X 300L X 20 EH. ( :12) DESIGN LOADS Yield Strength ASTM Governing Building Code /q88 ubc Hot Rolled Structural Bracing.Rod Cold Formed Roof 6 Wall Bolts Shapes (Angle, Wide Flange) Steel Plate Light Gage (C,Z, Double C) Sheeting 36 50 50 55 65 55 50 Roof Loads: Live ZO psf, Reduced per UBC Table 23C Yes No NOTES Snow WNE psf, Additional "USER" Dead NOAAE psf Floor .Loads: Live /V0A1j5, psf, Dead Load /VOA/, psf Wind Loads: 5O MPH ' P6P. )981-a NIBMA. Seismic Zone: 3 Crane Load: 1JD&J if YES, see Design Data Page A2. Snow Drift: NoN F , if YES, see Design Data Page Other Loads: N01\/6 MATERIALS Date B Revised Pages Yield Strength ASTM (ksi) Hot Rolled Structural Bracing.Rod Cold Formed Roof 6 Wall Bolts Shapes (Angle, Wide Flange) Steel Plate Light Gage (C,Z, Double C) Sheeting 36 50 50 55 65 55 50 A36 A36 Modified A572 A570 Gr 50 A446 Gr D A325N, A307 (A325X as noted) NOTES OTHER NOTES °Anchor bolt sizes are determined by -allowable shear and tepsion of threaded bars per AISC (Fy = 36ksi). Method of transferring forces from anchor bolt to concrete footings to be determined by others. *1981 MBMA may be used in lieu of UBC per ICBO Report #4018. MBIA Manual -will be sent on request. Revision No. Date B Revised Pages ...a._ _. ... ... .. .._ .. .... .. ..i.-.. - (CB AZ Y O Evaluation Service, Inc. Cum ., A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT . Copyright ® 1990 lCBO Evaluation Servier, 1nr- Report No. 4018 Dar_-mber, 1990 MIT Category: DESiGN._Yleel (D38) DESIGN WIND LOAD CR[TERIA FOR ' METAL BUILDING SYSTEMS METAL BUILDING MANUFACTURERS ASSOCIATION 1230 KEITH BUILDING CLEVELAND. OHIO 44115-2180 .° I. Sublets: Design Wind Load Criteria for Metal Building Sysfems;- IL Desaiptiow A. Genamf The design wind load criteria are intended only for enclosed light metal Building systems with roofs sag all of tela.following conditions / . .- I. Fiat single sloped or gable -shaped profiles.,. 2- Mean roof height does not exceed 60 feel 3. Eaveheights do not exceed tha ieast horfmrztal bmlfiing dImertslon. Design procedures are setforth in Section N of the 1981 limon of the Metal Building Systems Manual 1L 1989 Suppl0mentt0 the U.B.1~ This report is unaffected bytheSup- plement- III.EildencaSubmitted. Metal BuldingSystems Manua1.1981F tom. and various wind Study reports.= low-rise bund,, gs are submitted. Findings IV. Findings: That Section 4 of the Metal Building Manufacturers As- =cfattan's Design Wind .Load Criteria for Matal Building Systems, 1981 Edition, is an altanrate to wind load requirement= of the 1988 Uni- form Building Cade, under the following canditla= I. The building profile complies with Part 11 of this rapart. L The MBMA design critarfa are applicable Only to enclosed build - lags, which are definad as structures witb no mare than 30 par - cant Of nay Ona side Open- Nonimpact -resistant glazing shall be considered an opening., 'L pening.- 'L Wtndloads anopen buildings zhall'he determined Inac=ardance With the Uniform Building Code. 4- A copy of the referenced Metal Building Systams Manual is In- cluded with plans, calculations and spacifications that must be submlttad to the laallding official for appmval. S. Load combfnatioos, overturning moments on foundations and. Importance factors comply with the code. IL The design of steel or aluminum component: comply with Chap - ,ter 27 or 28 of the coda. ThLt report is subleci to ra-ezamfuatiOn In twa yearn it baud ErR�rss ojICBO EraLnatioa Serried Iwe� are tsst�eisolt/110 Pi*.�t iw al+1atiow"Par=arsnottob.cowstrvedat jor�tlowtoCA=AwurrbersojICBO.mIL-i rtheea�deA&Poncujchthereport dation jot nse a jthe rYbjeet repom r �eIIa Draw) othQat�ib not syrci%ealll addre ed nova: an endartenreiu or r:eew��en- tctrrsadtr �bauduPc�rindsptwdtiittrsttnrot4�•tacisicdlatw•-j—:.._� y� and/oeotherdatybwdoawot appa' �LTIu1CBOEral+racowService-In4,teehniczl=ffhasr:rie-edthr or'mpwd ar to an Pour to "l as "47`449 cert �-MY-or other�warLriatty ����'����� /k®oLTAerritnov.arrant•bylCBOEra6aavowSernct.Inc_ erprert b]tieprpo LThisdi cAdmIrinelaades.batt it not tiw.itedto.Trrrhantability. Page 1 of 1 VARCO-PRUDEN 86MBMA WIND COEFFICIENTS JOB: 46489 B { A UNITED DOMINION COMPANY PAGE: I A3 DATE: 5-19-92 SPAN = 60'-0 - RIDGE-FROM BACK BLDG LN= 30'-0 BACK SIDEWALL HEIGHT = 20'-0 ELEVATION OF FRONT COL = 0'-0 FRONT SIDEWALL HEIGHT = 20'-0 BACK ROOF PITCH = 1.0000 12 --` BUILDING LENGTH 300'-0 - FRONT ROOF -PITCH----- 1.0000-: -12- ENCLOSURE 12 ENCLOSURE FACTOR = ENCLOSED - --EXPOSURE- FACTOR- =-C--- ----- - --- ------�----- ------ BLDG USE CATEGORY = 1 OCEAN DISTANCE = GREATER THAN 100 MI WIND LOAD = 14.20 PSF ( 80 MPH) - EXPOSURE C MAIN FRAME COEFFICIENTS LOADCASE C1 C2 C3 C4 INTERIOR ZONE WIND LEFT -1 0.25 1.00 0.65-- 0.55 - - -• - 2 0.65 0.60 0.25 0.15 .� WIND RIGHT 1 0.55 0.65 1.00 0.25 -- 2 0.15 . 0.25 - 0.60- -0.65 - --- - _ END ZONE WIND LEFT 1 0.50 1.40 0.80 0.70 2 0.90 1.00 0.40 0.30 -- -•-----------WIND-RIGHT--1------0.70-0:80--1.-40 --- 0.50 - .�' 2 0.30 0.40 1.00 0.90 - WALL COEFFICIENTS ----- ----- -- ---- _�__ - LOCATION SUCTION PRESSURE INT ZONE 1.06 1.00 EDGE ZONE 1.14 1.00- .00-ROOF ROOFCOEFFICIENTS CORNER = 1.85 --- -- ----- '- - - --- - - - EDGE = 1.70 INTERIOR = 1.15 BRACING COEFFICIENTS LOADCASE PRESSURE SUCTION - - 1 0.81 0.25 _..- ---2-- - -0:41---- --0.65 ---- _.- --- ---- ENDPOST COEFF - LEFT ENDWALL ENDPOST COEFF - RIGHT ENDWALL POST n SUCTION- PRESSURE•-----•----------POST-#---•SUCTION--PRESSURE---- --- 1(LCP) 1.04 0.93 - 1(LCP) 1.04 0.93, ' 2(RCP) 1.04 0.93 2(RCP) 1.04 0.93 ^ . -3 - - 0.99_-_-'0.90._�._____.,_.____._-.3------0:99•----0.90 ----•--- 4 0.99 0.90 4 0.99 0.90 VARCO-PRUDEN DESIGN LOADS AND FRAME FOUNDATION LOADS JOE: 46489 8 ) A UNITED DOMINION COMPANY PAGE: +A4 FRAME NO. 6 OAT.: 5-19-92 - ;;i _ SPAN = 60'-0 RIDGE FROM-BACK BLDG LN= '30'-0 BACK SIDEWAII HEIGHT = 20'-0 ELEVATION OF FRONT COL = " FRONT SIDEWALL HEIGHT = 20'-0 BACK ROOF PITCH = 1.0000 12 BUILDING LENGTH ='-3001-0 '-' "FRONT ROOF'-PITCH- _ '1:0000': -1'2' c!- , ^THIS FRAME REQUIRED ON FRAME IINES_. lei ..� BAY SPACING = 15.00 FT. LOADING: ADO'L DEAD = 0.00-PSF ( TCTAL DEAD LOAD = ADD'L DEAD-+'2 PSF (PURLINS-&'SHEETING) +-FRAME'WEIGHT = 3.04 PSF) LIVE = 25.00 PSF WIND = 14.20 PSF THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 3 LOAD CASES AS DESCRIBED BELOW: STRESS _ -- _._,- _ ' LOAD CODES<-------------------------------------------- DESCRIPTION--------------------------------------------->FACTORS :. 1,35, 0, 0, 0 DEAD LOAD + LIVE LOAD W/TRIG RED+ + + 1.00 70,41': 0; 0`DEAO-LOAD --+--86'MBM'A-WINO-BACK(T)-'+-EP'SUCTION +---'- +-- ---1-.33 1174141, 0, 0 DEAD LOAD + 86MOMA WIND BACK(II)+ EP SUCTION * + 1.33 � SUMMARY OF FOUNDATION LOADS: 1. FORCE=KIPS MOMENT=INCH-KIPS SIDE LOAD COMBINATION HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT �- IN OUT UPLIFT DOWN (+ COUNTERCLOCKWISE) BACK SW COL 1,35, _0,_0;_0___-_._-___ -. _ - _---_._-. .-_-- 2_51 --0:'00-...-------•-_ '-- ac ,3x ... .. 1,70,41, 0, 0 1.88 - 1.70 0.00 1,74,41, 0, 0 1.88 - 1.12 - 0.00 FRONT SW COL 1,35, 0, 0, 0 1,70,41, 0, 0 - - 2.61 - �.10 0.72 - 0.00 0.00 " 1;74;41. ENDPOST 1 1,35, 0, 0, 0 - - - 7_..76 > 0.00 AT 18.50' FROM BACK BLDG LINE _1;70,41,-0_.0 _3:00--- 3:00 O:OD -_- ----. ---- - 1,74,41, 0, 0 3.00 3.00 3.67- 0.00' -- 1 ENDPOST #'-2 -1 ;35; 0,- ; es, 1:70,'41, 1,70,41, 0, 0 3.00 3.00 3.25 - 0.00 1,74,41, 0, 0 3.00 3.00 1.27 - 0.00 MAXIMUM FOUNDATION LOADS: 1. MAX FOUNDATION LOADS CAN BE FROM ANY LOAD CASE 2.- MAX-FOUNDATION LOADS-ARE--NOT`FACTORED`FOR--ANY LOAD CASE------- ASE----- - SIDE SIDE HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT - -- -`- - ---IN - ----OUT----' _ UPLIFT ----DOWN' ---(+-COUNTERCLOCKWISE)- --(+-COUNTERCLOCKWISE)-BACK BACKSW COL 1.88 2.10 1.70 2.61 0.00 -� FRONT SW COL 1.88 ENDPOST # 1 3.00 2.10 1.70 2.61 0.00 3.00 5.65 7.76 0.00 AT 16.50' FROM BACK BLDG LIN. ENDPOST 9 2 3.00 3.00 5.65 7.76 0.00 AT 41.50' FROM BACK BLDG, LINE _J 711 MARCO-PRUDEN DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 46489 6 A UNITED DOMINION COMPANY PAGE: w) Acj FRAME NO. 6 DATE: 5-19-92 BAY SPACING = 15.00 FT. SUMMARY OF BASE PLATES:-- LATES:_.SIDE SIDE <------ BASE PLATE DATA -------> <------ ANCHOR BOLT DATA ------> -- --- -- --- -----MARK:NO. ---WIDTH -- TK ---LENGTH------ NUMBER ----------SIZE - ------��._ ---------- - --` BACK BP -A08310 8.00 X 3/8 X 10.00 (2) 3/4 DIA. A36 FRONT -BP -A08310 8.00 X 3/8 X 10.00 (2)- - 3/4 DIA. A36 - -- - ENDPOST # 1 SP -A08310 8.00 X 3/8 X 10.00 (2) 3/4 DIA. A36 ENDPOST # 2 BP -A08310 8.00 X 3/8 X 10.00 (2) 3/4 DIA. A36 ) a -r u� J j VARCO-PRUDEN DESIGN LOADS AND FRAME FOUNDATION LOADS JOB: 46489 8 A UNITED DOMINION COMPANY PAGE: ! AL-9 FRAME NO. 1 DATE: 5-19-92 SPAN = 60'-0 RIDGE FROM BACK BLDG LN= 30'-0 BACK SIDEWALL HEIGHT = 20'-0 ELEVATION OF FRONT COL = FRONT SIDEWALL HEIGHT = 20'-0 BACK ROOF PITCH = 1.0000 12 BUILDING LENGTH = 300'-0 -FRONT-ROOF PITCH - - = 1.0000-: 12- °i THIS FRAME REQUIRED ON FRAME LINES 2. 3'4' 5. 6, 7, 8, 9, 10, nj 0 _ - .._ - -_.-------- - - - - - -- - - -- • ----------- pl,CHID. I%RAM� -___ _-------- --- - - --•------------------ BAY SPACING = 30.00 FT. LOADING: ADD'L DEAD = 0.00 PSF ( TOTAL DEAD LOAD = AOD'L DEAD + 2 PSF (PURLINS 6 SHEETING) + FRAME-WEIGHT = 2.79 PSF) .� LIVE = 20.00 PSF WIND = 14.20 PSF `) THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 3 LOAD CASES AS DESCRIBED BELOW: :..:. - -----..._-...... _.-- .-- - -... STRESS ._.__--_-.�; „..:�:;::: ::. :,:::::"':"�''::.; •::;:...:. LOAD CODES<--------------------------------------------- DESCRIPTION---- ----------- ------------------------------ >FACTORS I •1: >;;:::::::ra..?'.:,_....::,:;: ... L 1,35. 0, 0, 0 DEAD LOAD + LIVE LOAD W/TRIS REDr r + 1.00o ---1,70,41, 0, 0 DEAD LOAD ---- +_86MBMA-WIND-BACK('I)--+-EP--SUCT-ION-- +---+------__. -.----1.33-- 1,74,41, 0, 0 DEAD LOAD + 86MBMA WINO BACK(II )r EP SUCTION r + 1.33 SUMMARY OF FOUNDATION LOADS: 7 j.. FORCE=KIPS MOMENT=INCH-KIPS y LN6vrUDWAL ER.AC..INL__ SIDE LOAD COMBINATION HORIZONTAL HORIZONTAL VERTICAL _VERTICAL MOMENT - �- ZeAC.-TIONS we-TD 1bRIZONrAL IN OUT UPLIFT DOWN (+ COUNTERCLOCKWISE) WIND OML-,?. BACK SW COL 1,35, 0, 0,-0 - - ___ r-6-9-8'\- - ---- 13.31 ---- --0.00---- -- ---- 1,70,41, 0, 0 7.30 - 10.16 - 0.00 15gK E� 1,74,41, 0, 0 6.15 - 5.05 - 0.00 3 .d j FRONT.SW COL 1,35, 0, 0, 0 - 6.98 - 13.31 0.00 4a7 1,70,41, 0, 0 0.86 - 1,74,41, 0,-0----- -0.29------0.80- -----------•---0:00-----_--------. _ -- --- -- --- ' MAXIMUM FOUNDATION LOADS: L59� 1.59' .� -1. MAX FOUNDATION LOADS AN- - - N ----•--•-•--------•-- ----- - --- --r--- L C BE FROM A Y -LOAD - L E 2. MAX FOUNDATION LOADS ARE NOT FACTORED FOR ANY LOAD CASE - SIDE - ------HORIZONTAL--HORIZONTAL--VERTICAL---VERTICAL-----MOMENT----------------_-___.__. �,�K- _._- -K-- _�O(v IN OUT UPLIFT DOWN (+ COUNTERCLOCKWISE) - u BACK SN COL 7.30 6.98 10.16 13.31 0.00 � � ": • -FRONT SW COL 7.30 ---• --6.98 - - 10.16--•----- 13.31-00 - SUMMARY OF BASE -PLATES: r-ROM-rAMC) 'G W-X SIDI: vALL5__' SIDE <------ BASE PLATE DATA -------> <------ ANCHOR BOLT DATA ------> $AY -- - - --- MARK NO.---WIDTH •--TK --LENGTH------- ---NUMBER---•---SIZE------ -- ------ ---- -- BACK BP-A08308 8.00 X 3/8 X 8.00 (2) 3/4 DIA. A36 -FRONT-SP-A08308 ---8.00 X 3/8-X -8.00 - (2)-- :A . • i ' � xxnco-rxoosw oxxcE xoo nsoox Joa, +6+89 o ^ uwzrcu noxIwIow cn:,wvv p^oc. 81 uxrc, 5-19-92 ` � � 4.1 ' - - --' - � sp^o ~ 601-0 ' - '- � - ---- - --'xIoss FROM nwcn oLno'Lw~-ao^-o-- -- ----'-' -- -- - BACK o«�*r o�* � x��o zo = cLp«^Toow op0 COL = »,-»oo pwr SIDEWALL xc�zo'_» BACK ROOF rFRONT 12 - uoImIw: Lcwnrx ~ 3001-0 ---'' - - --- -- - ---' --rxnwr nuop-,Ircx ----170000--: -12 '----------'---'-�~ - - ' ' |"| . Lo^o - vIwo ~ z+'zo ,,p vrxEo p^cron ~ 1'33 -xoo-,Isuv-----~'6s=oo-xx 65=00 -KSI --------------- BLDG CODE cooc ~ oowuw^ xzwnx^xn cup,p ~ 0'81 - L*sx^xo 'cosrr ~ 0'25--' - - -'- — ' --- ----'----'-------- ' -' --------'---- ' -----'-- -- --�� rnr^L msrp ~ 1.06 , - aer ,u,r Sp^css ~ mo"r swow^u' - --- - -- ' - ---'---- -------------- - -- - --' ' - - ---- '�� 18^-6 zs,-o 18'-6 noop � o^cx^ ^^~^`^^^ ~ ~~~^^~ ~~'' ~~^~ ~^' SP - 30.00 FT ~~~^^~ ~~'^ - ' ' ' , FRONT SIDEWALL 3 BRACED BAYS DSGN BAY SP = 30.00 FT BRACED BAYS = 3 5 9 ROOF BRACING TOTAL APPLIED WINDWARD LEEWARD STRUT FORCES STRUT FORCES PANEL ROD" ROD - v'vv(xmns) v'vo- ' o'vo -'--- o'on'- -- --'o'oo-----------------'-------------------'----'------'-----s� �» » �r z sx o ry ' ' ' z m ' z +� ' v ov ' z o eo~ ' x�nss ,^we� -1'39(rxEAvo- '1.0/0.332.19 .^-~ o'un 1'12 1'0 3/8~ *^"p ,^weL � 4.1 ' - - --' - � No. A-CM36) ©Pogo�I 26 Gage Panel Rib Load Chart Date_ 5'-[q-Oi2 'J Prepared by—LILA Reviewed by Load Chart for Panel Rib (psf) Basis: .1. 26 gage 2 . Fy = 50 ks i , Fb = 30 ks i _ 3. E = 29,500 ks� 4. -Sx = 0.0451 in (top of = 0.0493 rib in compression) .Sx in3 (top of rib in tension) 5. Ix = 0.0419 in4 6. Maximum .deflection =1/180 ' Allowable.Load (PSF) 310^ 31311 31611 31911 41011 41311 41611 , 11911 510, Simple, Bending. 100 85 74 64 56 50 45 40 35 Simple:, ..Deflection 136 .107 .85 .69 57 48 40 .34 29: 3 -Span, Bending 137 .117 101 88 77 68 61 55 49 3 -Span, Deflection 256 201 161 131 108 90 7664 55 4 -Span, Bending 128 109 94 82 72 64 57 .51 46 4 -Span, Deflection 272 214 171 139 .115 96 81 68. 59 Bending Deflection Simple yr = 2FbSx(1000) w = 384(-(Ix)(12)(1000) 3 Le 5 Ls 180 (1728 3 -Span w = FbSX(1000) w = 12(E)(Ix (1000) 0.100 12, L 0.0069 L3 180 1728 4 -Span w =_'FbSx(1000) w = 12(E)(Ix)(1000) 0.1071 12 L (0.0065)(L-)) 180) T7M Panel Profi l e 12" 1.333" ( 4.667' I 4.662" I 1.333^ '+89 670^ 2.731^ I 1.177' r SOQ" .134 •l�,s 1,15 L'Z G;,G✓ 5T -C13 ? w?ice O .1S�i '570 P k 55 izi •Y ti R h eL z -Jd '7 . h _ el e2 No. A(�469 Paso of Prepered by F� Reyi9wo8 by 03125- b - 2-7 FY - 55 ksi F, - 70 ks1 !2 = 9p Effettive Sec':Ion Pro ert)e-3 Strength Deflecuen Cajun R.L Dezlgn I A. I 1■ 7k-Pza IM2 k+ iti3 15S k+ 11• In z 17 - 18 4=9 403 4lad 0. egg Lc`9 9_+a 1.7:3 2.DM �2 L� 1. LIS Out 15 14 r -M t._S.t 11.12 2Sa1 O•� 1LCS 1.S 0=21 1] 0 O= 1 137 1+. z_ -z 1:Z7 0.517 1150 12_93 LES 1SO 0377 1= 4705 1519 ld t7 1542 J .`S>S aTJs 27S o5i7 a i t O.1�J 1.I n 7070 225.4 0�'Jd < 1Q+Z le -42 2.48 1.170 Defiec.Uon C;))ur.in neL Cage Design 1070 '2-65 1.�8 h=BS R=03125' b ` 2-5- Fy - 5.5 ksi 11 = 9• F„ _70 ksi 12 • �• — _ .. -- - - h•8S R=03125' _ b=25- Strength Fx =:5k -i Def)ec.on ICcIun.. ReL Deaftn A- 11 ' m S. F, r 70 ksi 1T a ZJ 13 14 2012 2.- 11 2'x0^59 4'0.065 200077 2'O-cm 20105 2CjQ1:O IZ tE54 c 1S..8 .,,,..24 25.18 '_fa J6� 411 -.13 4 �a 5.2:2 5 5;6 a..,.?S 7�'0 0.7.5 0.5rt 111J t�sJ 1=59 1.751 1i•� 19.74 mea --is ?2 C� 2.13 2.SJ J.09 d.tg 17 0= 1.1-.3 ISm i rt: 2.SCO EfieeJve SeC7on Prooertles Strength I ' Defiec.Uon C;))ur.in neL Cage Design ,[. 1-2 _ Ae 17 16 4059 4065 4E�. OSZI &77 . 457 1560 2197 4e d 2 Lt9 470 4463 1S 4673 1-0-13 11.12. 2-19 9BT 479 OSm • 14 13 4C£2 0.092 7. 9 1=7 12.59 ZS>5J CIM4 0.63-4tZ 1111 <9 435 1.05 471S 43t7 12 4SC6 1-549 14.06. 1600 Z -FS 4579 47ia 14.08 .1.19 0561 11 4120 .1.770 18.19 4 O•�Z 15� 7019 1 -%s1.1 155 -1z_ 2•ACO h=BS R=03125' b ` 2-5- Fy - 5.5 ksi 11 = 9• F„ _70 ksi 12 • �• — _ .. -- - - t r i c r��ve �e^fon Pra eriles Strength Def)ec.on ICcIun.. ReL Deaftn A- S. S 1T a ZJ 13 14 2012 2.- 11 2'x0^59 4'0.065 200077 2'O-cm 20105 2CjQ1:O 1.572 1.546 ifaa 2.413 J.0J•"-9 15+0 tE54 c 1S..8 .,,,..24 25.18 '_fa J6� 411 -.13 4 �a 5.2:2 5 5;6 a..,.?S 7�'0 0.7.5 0.5rt 111J t�sJ 1=59 1.751 1i•� 19.74 mea --is ?2 C� 2.13 2.SJ J.09 d.tg 17 0= 1.1-.3 ISm i rt: 2.SCO t r i VARCO-PRUDEN PURLIN DESIGN JOB: 46499 3 A UNITED DOMINION COMPANY PAGE: E1 ' DATE: 5-19-92 J FG. J`rt BACK ROOF PURLINS - - BACK PURLIN DEPTH = 8.50 IN ' CONTINUOUS PURLIN SYSTEM _ I.. :;; 5 •;'..; GAGE YIELD STRESS - = 55.00 KSI - ----- - --- - --- - - - - --•- - --•-- ALLOWABLE BENDING STRESS = 33.00 KSI PURLIN LOAD SPACING = 5.00 FT - - 1986 AISI SPECIFICATION- --------- -------- --- "' BLDG CODE = 86MBMA WIND COEF = 1.15 LOADING: ADD'L DEAD = 0.00 PSF ( TOTAL DEAD LOAD = ADD'L DEAD + 2 PSF FOR PURLINS E SHEETING)- --- ; LIVE = 20.00 PSF WIND = 14.20 PSF 3 LOAD CASES WITH THE FOLLOWING LOAD CODES: i 1,35, 0, 0, 0 11,70,41, 0, 0 11,74,41, 0, 0 I ' BAY 1 = 29.50' BAY 2 = 30.00' BAY 3 = 30.00' BAY 4 = 30.00' -•. . ......... I 0.0^ 30.0"' I '42.0^ 24.0" I 30.0^ 24.0^ I 24.0^ '24.0^ i LAPS (IN) 1 (15) I (16) I (16) I (16) ( GAGE ?' 2.56 2.56 4.65 2.09 4.18 2.09 4.18 2.09 4.18 SX *'� .- MOMENT -0.2 -0.2 83.7 -79.6 -135.6 --69.9 -69.9 -62.3 --96.7 --52.2 -69.5 --69.5--107.2 - -70.0 -70.0--67.2--103.9 ------1-------- - 0.1 0.1 -54.5 51.8 88.3 45.5 45.5 40.6 63.0 34.0 45.3 45.3 69.8 45.6 45.6 43.8 67.7 2 0.1 0.1 -54.5 51.8 88.3 45.5 45.5 40.6 63.0 34.0 45.3 45.3 69.8 45.6 45.6 43.°, 67.7 3 ' 0.99 AT 11.50 FT - - 1.01 AT 3.50 FT 1.01 AT 28.00 -FT--- - - 1.01 AT 2.00 -FT - - MAX STRESS-- - -2.44 -0.48 -1.19 -0.99 D :a VARCO-PP,UDEN PURLIN DESIGN 46E 89 b A UNITED DOMINION COMPANY POC - ') FR(�IJ7 DATE: 5-19-92 BACK ROOF PURLINS - - - - --- -- -" BAY -5,= 30.00'-- -'- - -BAY" b = 30.00' - -------8AY-7' ='-30:00•---------BAY--8-=-'30:00• .-----•---------- - ----- ----- F I---- ---------------I-----I-----I---------------I-----I-----I------------•---I-----I-----I--------------- I-----I I 2-I4.0^ 24.0^ I 24.0^ 24.0" I 24.0" 24.0" I 24.0^ 30.0" I LAPS (IN) -I-----•----(16)-.. -_ _ 1---- --(16)---------I ---(16)-----`I----GAGE-----== 4.18 2.09 4.18 2.09 4.18 2.09 4.18 2.09 4.18 SX - - _ ---- ----- -- - --- -- -- - -MOMENT - - - -103.9 -67.1 -68.1 -68.1 -105.1 -68.1 -68.1 -67.1 -103.9 -67.2 -70.0 -70.0 -107.2 -69.5 -69.5 -52.2 -96.7 1 67.7 43.7 44.4 44.4 68.5 44.4 44.4 43.7 67.7 43.8 45.6 45.6 69.8 45.3 '-45.3---34.0 63.0 2 ") 57.7 43.7 44.4 44.4 68.5 44.4 44.4 43.7 67.7 43.8 45.6 45.6 69.8 45.3 45.3 34.0 63.03 - . 0.99 AT 28.00 FT 0.99 AT 2.00 FT1.01 AT 28.00 FT 1.01 AT 2.00 FT MAX STRESS -1.04 -1.04 -0.99 -1.19 0 -: -""'- - BAY" 9 '_ -30:00' -"- - BAY -10-=-'29:50'-- - all zy CN I 24.0" 42.0^ 1 30.0^ 0.0^ I LAPS (IN) (16) I "' (15) ( - -- .-- .-.._ __-__ _ _ • -• _ -- _ - GAGE 4.18 2.09 4.65 2.56 2.56 SX -- - - - - - - -- ----•--- -'--_----.._ --. ..---- --- __... _ --MOMENT -96.7 -62.3 -69.9 -69.9 -135.6 -79.6 83.7 -0.2 -0.2 1 63.0 40.6 45.5 45.5 88.3 51.8 -54.5 0.1 0.1 - - - - 2 - - 63.0 40.6 45.5 45.5 88.3 51.8 -54.5 0.1 0.1 3 1.01 AT 26.53 FT 0.99 AT 18.00 FT MAX STRESS -) - ------ - - -0.48_2.42 _. ._-_ - -- - - - ---__-_.-.- ----------- D ---- .o _moi VARCO-PRUDEN PURLIN DESIGN JOB: 46499 d .) A UNITED DOMINION COMPANY PAGE- F3 � n,ONTBACK EAVE PURLINS DATE: 5-19-Q2 _- _7) .-) BACK PURLIN DEPTH = 8.50 IN SIMPLE PURLIN SYSTEM GAGE YIELD STRESS -- . - •= 55.00 KSI ALLOWABLE BENDING STRESS = 33.00 KSI PURLIN LOAD SPACING = 2.35 FT ---- - . _ 1986-AISI SPECIFICATION --- - - - --- ----- -- - - - --- ..... ---- ' -- ----------------- - ----- --- -- -_ .----- ------.--_-- _.___ --•--'- ri BLDG CODE = 86MBMA WIND COEF = 1.70 LOADING: ADO'L DEAD = 0.00 PSF ( TOTAL DEAD LOAD = ADD -L DEAD + 2 PSF-FOR--PURLINS-G SHEETING)- - - - - - - LIVE = 20.00 PSF ' WIND = 14.20 PSF .. ) 3 LOAD CASES WITH THE FOLLOWING LOAD CODES: _ - ..`,) 11,35, 0, 0, 0 11,70,41, 0, 0 11,74,41, 0, 0 I -' BAY 1 = 29.50' BAY 2 = 30.00' BAY 3 = 30.00' BAY 4 = 30.00' `)f ` 1 (16) I (16) I (16)f 1 - (16) I GAGE j I 2.09 I 2.09 I 2.09 I 2.09 I SX ,� c MOMENT 67.3 69.7 - - • 69.7-- - - -- - --- -'69.7-- - -- -- -1-.--- - -_,.__ -67.7 -70.1 -70.1 -70.1 2 -67.7 -70.1 -70.1 -70.1 3 - 0.98 AT 15.00 FT 1.01 AT 15.00 FT 1.01- AT 15.00 -FT--- --- - - 1.01 -AT 15.00 FT--- --MAX STRESS-----= 2.96 3.18 3.18 3.18 D ) - - -'-'-`---'-'BAY :, -9-= 30:00` '-' B'AY-10-=-29.50• - VARCO-PRUDEN PURLIN DESIGN J (16) - A UNITED DOMINION COMPANY - MOMENT' I P I 2.09 I 2.09 i 3 69.7 67.3 ' BACK EAVE PURLINS- URLINS'BAY �.. ,_' .3 -70.1 -67.7 BAY5 = '30.'001-'"- -"-" -'-BAY- 6 =-30.00 2.96 I---------------------------I---------------------------I---------------------------I---------------------- I i _ I MOMENT. I .. - -- -- I ------� .__ ..- (16)--•-•---- I ._.__� (16) _"-.- • --- ---- I _---------- (16)"----I------(•1'6-)--- 3 MAX STRESS D I 2.09 I 2.09 I 2.09 I 2.09 69.7 69.7 69.7 69.7 -70.1 - -70.1 -70.1--- -- - ---70.1 -70.1 -70.1 -70.1 -70.1 1.01 AT 15.00 FT 1.01 AT 15.00 FT 1.01 AT 15.00 FT 1.01 AT 15.00 FT 3.18 3.18 3.18 3.18 m 05: 46489 E - - -'-'-`---'-'BAY :, -9-= 30:00` '-' B'AY-10-=-29.50• - I I I I -- (16) - I - '(16) - MOMENT' I I I I 2.09 I 2.09 i 3 69.7 67.3 ' -70.1 - - - -67.7 �.. ,_' .3 -70.1 -67.7 1.01 AT 15.00 FT 0.98 AT 14.50 FT 3.18 2.96 S X MOMENT. m 05: 46489 E - - ATE: 5-19-92 I -- I SX - MOMENT' - 2 3 MAX STRESS ' 0 �- ,_' .3 - _ GAGE S X MOMENT. 1 - - - 2 3 MAX STRESS D � VARCO-rxUDsw �* ^ owIrso nowzwIow cowp^w, " " '"" ^^^" pwox^u FRAME DESIGN- Iwpor cowozrIouS JOB , +6459 o PAGE:r� °° .^.=—' . 7 _' --. . uoILopx muosxw nuIuoIwo cowp^wv pnnpzr cEwrsx: CALIFORNIA cusruxsn vxccAxo spco i� JOB SITE CITY xxIco CALIFORNIA��\N\�� , ,""^� - 'av/mIwo oEscnmrIuw, � zrs^ ,ssr x Iwcxe DECpr DEC.IN.nsrsxs s°^w ~ ^v'- o 0,16 ^o'000� rzv.vvv m'zoo o^cK smex^u xs/cpr ~ zv'- u 0/16 av'oowo z^n'oovn 6'096 � rxowr Szosv^u xsIsxr ~ 20'- u o/z^ 20 0000 240 0000 6096 ' BUILDING LpwGrx ~ »oo`- o 0/16 300.0000 3600'0000 v1,44o mocc FROM x^cx oms Lw~ 301- o 0/16 »o'0000 360'0000 - 9'1+4 *Lpv^rIow OF pvoxr coL'~ o`- o 0/16 u' ouoo o 0000 ' o 000 '- sxcx xonp ,zroo ~ z'000n , o ' FRONT xoop p/rc* ~ 1,0000 ` u — � -' _ --_ �J , xrrw, swowxu ooIsw Irpx^rIox sTAxrso WITH unoua sscrIuws ~ � . ^� Lnxuzw:, ^oo"L os^n ~ 0.00 psp ( ror«L ms^o Lnxo ~ xoo^L osxn ~ 2 -pop (,uxumS c sxssrIws) � ~ px^xs vsIs*r ~ 3'04 mn _ -_ ~ ' _-_'_--__' u"s ao no ps� �-- � vIwu 1+mp zo = BLDG cuoc o�ow^ THE ^oo"e Lo^os cowu�wpn ozrx ^w, ,,ec�^� �u^os ^r,e�x z" � �o^v c^�s� ^� ocomuso os�ax` ` o,Eo Lu^o cooc, ^------------------------------------------- DESCRIPTION ---- ------------------'-- ------------------- >p^croxS----�� 1,35, o, o, o os^o Loxo ~ LIVE Lo^u v/mIo xso~ ~ ~ 1.00 � z,ro,+z, o, o np^o Lo^v ~ 86won^ vIwo a^cx�z� ~ ep SvcrIom ~ ~ 1`»s 1 / +/ n DEAD LOAD , ^, , o , ^ o^ ~ v^xum^ xIwn u^cx(zl)~ ep-SucrInw - - '�'- ---- -- --~ ---'---'-'--- -- 1.33- ----� a^, s,AcIwss pouo*, -- --- -- '------- ' ---'-----'----------------- - --------'-------_--�� I ox, ~ »o' o o/zo~ osrvsew pxxms Lw 1 AND pxxxE Lw 2 �) a o^, ~ 3o^ u o/16" BETWEEN px^oc Lw. z AND px^Mc LN. 3 a u^,- »v'- o- 0/16~ - --osr°*sw pv^oc LN. -,- AND -FRAME +w'--+----'--------------- + o^v-= »o" o 0/16° asrvpEw pvxos Lw` 4 �«» p«»nc �w� � ��p�^�' !��- �'�°�'`�-,~� 5 oxv »o, o 0/16" osrxesw pn^ye LN.s FRAMEAND � o^, --6-AND'rRAME-LN�--7 osr°ccw rn^mp-�w ------- --------------'--�----------' BAY ~ 30" o 0/1611 ucrvssw px^�s r ^wor . pR^*p Lw' o --' ` o o^v ~ »o` o 0/16^ osrxcsw FRAME Lmu ^wu px^os Lwv ' v o^,'~ oo'' o' 0/16^ uervesw px^oe- Lw' " AND px^op �w''�o-----'------'---'----- --'-------- - - ^'�'''' . ` '' m om s u/u~ ucrvsew Fxx*s Lw' zo AND px^rs Lw. o oo �*wx 300 oou��u�w� 0r16^ a , ENOWALL FRAME DESIGN — INPUT CONDITIONS VARLO—PRUDEN JOB : 46499 B — `i A U4ITED DOMINION COMPANY PAGE: F2 DATE: 5-19-92 PURLIN AND GIRT DATA FOLLOWS: -- LEFT ENOWALL GIRT DATA -- DIMENSION FROM—BLOG.—LINE TO OUTSIDE COLUMN—FACE—IS—O'--1-5/-8^----_ y MAXIMUM GIRT SPACING IS 71 0 0/16^ LEFT ENDWALL GIRT SPACINGS (FROM BASE) ----Z —7'--5 1/-4^, --Z-5• — 0--0/16-,-- --0/16^,- BACK BACK SLOPE PURLIN DATA — DIMENSION FROM BLDG. LN. TO EAVE PURLIN IS 0' 3 3/ 8^ FROM EAVE'PURLIN TO FIRST -INTERIOR PURLIN IS 41 1 9/16^ SECOND PURLIN SPACE IS 4' 1 9/16^ 4 PURLIN SPACES AT 5' 0 0/16^ — RIDGE SPACE IS 1' 6 0/16" FRONT SLOPE PURLIN DATA — DIMENSION FROM BLDG. LN. TO EAVE PURLIN IS 0' 3 3/ 8^ 'DIMENSION FROM EAVE PURLIN TO—FIRST INTERIOR PURLIN'IS —4'-1""9/16"—' `--" '—' '--" —"'— '—- """'"'•'' SECOND PURLIN SPACE IS 4• 1 9/16^ 4 PURLIN SPACES AT 51 0 0/16^ —'----�'—' —R I 0 G E—S P AC E --I S—Y•-6—O /'1'G ^ -- — r �e� ^Ss. _ --. .... . s ,41 .j ZJ la i VARCO-PRUDEN A UNITED DOMINION COMPANY SPECIAL FRAME DATA FOR THE 6 FRAME FOLLOWS: ENDWALL FRAME DESIGN - INPUT CONDITIONS JOB : 46489 B PAGE: F3 DATE: 5-19-92 _ SYMMETRY = 1 1=YES I SHAPE CODE = 2 1=RF SELECTED BY PROGRAM I DESIGN CODE = 1 1=YS AUTO -DESIGN -FRAME I 2=N0 I 2=CB SELECTED BY PROGRAM I 2=HD HOLD DEPTHS C DESIGNI I- - - - 3=SP SPECIAL FRAME -INPUT - I -.- -. .--- - - 3=SC STRESS -CHECK FRAME I ------- - -- --- DEF CODE = 0 1=MIN. I I LOADING: 0.00 ADDITIONAL DEAD LOAD I 2=MAX. I NUMBER OF SUPPORTED POINTS 5 ( 2.00 PURLINS C SHEETING I 3=INT. I NUMBER OF SPECIAL MEMBER RELEASES 0 1 1.04 FRAME DEAD LOAD I '-� I NUMBER OF INTERIOR COLUMNS 2 I TOTAL DEAD 3.04 PSF I AVG BAY SPACE 15.00' I NUMBER OF MEMBERS 12 I LIVE 25.00 PSF I I NUMBER OF CENTER LINE JOINT POINTS --13 I - WIND 14.20 PSF- -I - ' THIS FRAME REQUIRED ON FRAME LINES MEMBER DATA: -- --MEM . - . _ FLANGE- _.. -WEB- -GAGE--DEPTH- LENGTH-- AREA----SX-----RX-- -RY---•Y-IELD(KSI)-----KL-XX----•KL-YY•--LB---SPL-ICE-CODES------- ima TK WIDTH TK (FT) (IN2) (IN3) (IN) (IN) FLG WEB (FT) (FT) (FT) J1 J2 FRAME SIDE 1 1 0.059 5.00 DBL C --17--8.50-- 19.348 -- 1.70----3.72 -3.24---1:13--55.0---55:0---18.•70---SET-BY-PCG SPACE --BP--KN FRAME SIDE 2 2 0.092 5.00 DBL C 13 8.50 4.000 2.71 6.63 3.22 1.20 55.0 55.0 17.17 SET BY PCG SPACE KN SS 3 0.092 5.00 DBL C 13 8.50 7.853 2.71 6.63 3.22 1.20 55.0 55.0 17.17- • -SET•-BY-PCG SPACE- SS, - SS-• - - ----. 4 0.092 5.00 DBL C 13 8.50 6.296 2.71 6.63 3.22 1.20 55.0 55.0 17.17 SET BY PCG SPACE SS SS LOCATION OF END POST MEMBER NO. 11 LOCATED AT 18' 6 0/16" 3 5 0.092 5.00 DBL C 13 8.50 11.243 - 2.71 6.63 - 3.22• 1.20- 55.0- 55.0- 11.54--SET-BY-PEG SPACE- SS-- SP -- 3 FRAME SIDE 3 6 0.092 5.00 DBL C 13 8.50 11.243 2.71 6.63 3.22 1.20 55.0 55.0 11.54 SET BY PCG SPACE SS SP LOCATION OF END POST MEMBER NO. 12 LOCATED AT 41' 6 0/16" 7 0.092 5.00 DBL C 13 8.50 6.296 2.71 6.63 3.22 1.20 55.0 55.0 17.17 SET BY PEG SPACE SS SS 8 0.092 5.00 DAL C 13 8.50 7.853 2.71 6.63 3.22 1.20 55.0 '55.0 17.17 SET BY PCG SPACE SS SS 9 0.092 5.00 DBl C 13 8.50 4.000 2.71 6.63 3.22- 1.20 - 55.0 - 55.0- 17.47- SET 0Y PCG SPACE- KN-- SS----- ---= FRAME SIDE 4 10 0.059 5.00 DBL C 17 8.50 19.348 1.70 3.72 3.24 1.13 55.0 55.0 18.70 SET BY PEG SPACE BP KN ' END POSTS FRAME SIDES 5, 6 AND 7 FOLLOW: ' FRAME SIDE 5 - 11 0.065 5.00 OBL-C-- 16 --8.50-- 20.120---- 1.88,- 4.39•--3.24--- 1.15- -55.0--55:0- 20.12---SET-BY-PEG SPACE -- wP..-.-SP..___-___-3 FRAME SIDE 7 12 0.065 5.00 OBL C 16 8.50 20.120 1.88 4.39 3.24 1.15 55.0 55.0 20.12 SET BY PCG SPACE BP SP ENDNALL FRAME DESIGN - INPUT CONDITIONS VARCO-PRUDEN J08 46489 3 - :3 A UNITED DOMINION COMPANY PAGE: F4 " - — DATE: 5-19-92 - END POST SPACING AND LOCATION FROM BACK BUILDING LINE ELEVATION '-' SPALING-181 - 6 -0/16^—' 'LOCATION 18' '6 0/16^'-" — '0•-0 0/16" SPACING 23' 0 0/16" LOCATION 41' 6 0/16" 0' 0 0/16" _ SPACING 18' 6 0/16" LOCATION 60' 0 0/16" = SPAN BACK CORNER POST ORIENTATION = CP FRONT CORNER POST ORIENTATION = CP a .VARCO-PRUDEN A UNITED DOMINION COMPANY FRAME NO. 6 SUMMARY OF REACTIONS: ' SIDE BACK FRONT -- -- ENDPOST #- 1 a ENDPOST # 2 BACK FRONT REACTION SUMMARY / BASE PLATE SUMMARY JOB: 46489 B PAGE: F5 DATE: 5-19-92 z LOAD COMBINATION HORIZONTAL VERTICAL MOMENT 1,35, 0, 0, 0 0.00 2.61 0.00 1,35, 0, 0, 0 0.00 2.61 0.00 1,35,-0, 0, 0•-- - 0.00 - ---7.76 - 0.00 AT 18.50 FT FROM -BACK -BLDG. -LN. - ------ - 1,35, 0, 0, 0 0.00 7.76 0.00 AT 41.50 FT FROM BACK BLDG. LN. 1,70,41, 0, 0 -1.88 -1.70 0.00 - - 1 70 41 0 0 -2 10 -0 72 0 00 ENDPOST # 1 1,70,41, 0, 0 3.00 -5.65 0.00 AT 16.50 FT FROM BACK BLDG. LN. ENDPOST # 2 1,70,41, 0, 0 3.00 - -3.25 0.00 AT 41.50 FT FROM BACK BLDG. LN. - -- -• BACK 1,74,41, 0, 0 -1.88 -1.12 0.00 ..3 FRONT 1,74,41, 0, 0 -- ..-2.10 -0.14 --• - - 0.00 ' ENDPOST # 1 1,74,41, 0, 0 3.00 -3.67 0.00 AT 18.50 FT FROM BACK BLDG. LN. ENDPOST # 2 1,74,41, 0, 0 3.00 -1.27 0.00 AT 41.50 FT FROM BACK BLDG. LN. ,J SUMMARY OF BASE PLATES: SIDE <------ BASE PLATE DATA -------> <------ ANCHOR BOLT DATA ------> WELDING MARK NO. WIDTH TK LENGTH NUMBER SIZE BLR PATTERN BACK BP -A08310 8.00 X 3/8 X 10.00 (2) 3/4 DIA. A36 1.69 OS -3 a i FRONT BP -A08310 8.00 X 3/8 X 10.00 (2) 3/4 DIA. A36 1.69 OS -3 ENDPOST # 1 BP -A08310 -- 8.00-X 3/8 X 10.00-------- (2)------3/4-DIA.-A36 •---5.62•--OS-3------- -•-------- -,3 ENDPOST # 2 BP -A08310 8.00 X 3/8 X 10.00 (2) 3/4 DIA. A36 5.62 OS -3 ,V 3 WEB STIFFENER REQUIREMENTS:. -- ---- - - ------ --- ------ ---'----------------`-, MEMBER STIFFENER DESCRIPTION LOCATION WEB -DEPTH H/T A/H A I STIFFENER SIZE SIDES WELDING DETAIL - NUMBER -- - -• (FT) • (IN) RATIO- RATID-•--(IN)--I--TK---- WIDTH ---- -- --L•--- 5 --.-?--I-- - 2, 9 1 BEARING (ENOPOST) 0.98 8.316 I 3/ 8 X 2 1/ 8 BOTH STD. CK -OK YES , ' 4, 7 1 BEARING (ENDPOST) 5.94 8.316 I 3/ 8 X 2 1/ 6 BOTH STD. CK -OK YES 1 •` BOLTED CONNECTION DATA: J I<-------- PLATE-DATA BOLT DATA -•--------------- .-'. v: MEMBER T I I OUTSIDE INSIDE I CONNECTION CAPACITY J # I TK WO LENGTH I SIZE *ROWS 4 -BOLT #ROWS 4 -BOLT I TYPE MARK # OUTSIDE INSIDE " - 1, 10 2 1--3/•8 X 6.0 X 0'- 9 1/ 2 1 1/2" DIA A325 - 1 -- -NO - -- 1------NG----I -EXT 1806309411- --83.8 "K- --- -83.8 "K-• - 5, 6 2 I 3/ 8 X 6.0 X 01- 9 1/ 2 13/4^ DIA A325 1 NO 1 NO I EXT 3806309411 99.N "K 99.8 "K _ INTERIOR 1 COLUMN CONNECTION PLATES I I - 11, 12 2 I --3/-8 X 6.0-X -0'--9 -1/-2 I 1/2^ -DIA A325 1---NO----1 - -NO --I -EXT-- - 1806309411--- 64.2-"K -----84.-2,- K VARCO-PRUDEN A UNITED DOMINION COMPANY FRAME NO. 6 FRAME FLANGE BRACE DATA JOB: 46489 B PAGE: P6 OAT;-:: 5-19-92 j FLANGE BRACING REQUIREMENTS: BACK SIDE OF -FRAME RIDGE TO EAVE: �! MEMBER # 5 5 4 4 3 2 2 LOCATION- - 1'- 6--0/16 ---6'- 6 •-0/16 - -'ll'- 6 0/16 '- 16'='6--0/16" --21'- 6 --0/16-'-25'= 7-'9/16-'- 29'--9 --3/16-" --- ---'-- DEPTH @ FB 8.4999 8.5001 0.0000 8.5000 8.5000 8.5066 0.0000 FS MARK # GF82060 GFB2060 NOT REQ D GFB2060 NOT REQ 0 GF82060 NOT REO D BACK SIDE OF FRAME BASE TO EAVE: MEMBER # 1 1 1 LOCATION 7'- 5 1/ 4 12'- 5 1/ 4 171- 5 1/ 4 DEPTH 2 FB 8.5000 8.5000 - 8.5000 FB MARK # NOT REQ D* NOT REQ 0 NOT REQ 0* - ENO -POST -BASE TO-R'AKE BEAM: v, -'-'—LOCATION-74--5 .'-' MEMBER # 11 11 I1 LOCATION 7'--5 '-1y-4--17•= -5'-1/'4-17'= 5 --1/-4- �ni"� !x.7 � DEPTH @ FB 8.5000 8.5000 0.0000 FB MARK # NOT REQ D* NOT REQ 0* NOT REQ 0 * - FLANGE BRACE REMOVED DUE TO SHALLOW DEPTH F J ENDWALL FRAME DESIGN SUMMARY JOB : 46469 B A UNITED DOMINION COMPANY PAGE: F7 FRAME NO. 6 DATE: 5-19-92 ACTUAL FORCES A C T U A L A L L 0 W A 8 L E STRESS CONDITIONS MEM CRIT STRESS LOAD DEPTH AXIAL SHEAR MOMENT AXIAL SHEAR BENDING AXIAL SHEAR BENDING sum % 0 LOCATION(FT) CASE (IN) (KIPS) (KIPS) (KIP -IN) S T R E S S S T R E S S I COMBINED I SHEAR FRAME SIDE 1 1 7.44 2 8.5 1.7 0.4 102*.2 1.00 0.45 27.48 43.91 6.44 39.57 I 0.694 1 0.070 FRAME SIDE 2------- 2 3.67 1 8.5 -0.1 0.9 64.9 0.04 0.64 9.79 23.09 11.95 32.93 I 0.299 10.054 3 1.95 1 8.5 0.0 0.3 78.4 0.01 0.18 11.84 23.09 11.95 32.93 I 0.360 10.015 4 5.97 1 8.5 0.3 -3.7 -169.8 0.11 2.64 25.63 32.93-11.95- 25.50 1 1.005 1 0.221 1 5 0.00 1 8.5 -0.3 3.9 -169.8 0.16 2.74 25.63 15.05 11.95 25.50 I 1.016 1 0.229 FRAME SIDE 3 6 0.00 1 8.5 -0.3 --3.9 -169.8 0.16 2.74 25.63 15.05 11.95 -25.50 -1 --1.016--1 0.229 1 7 5.97 1 8.5 0.3 3-7 -169.8 0.11 2.64 25.63 32.93 11.95 25.50 1 1.005 1 0.221 8 1.95 1 8.5 0.0 -0.3 78.4 0.01 0.18 11.84 23.09 11.95 32.93 I 0.360 1 0.015 9 3.67 1-- -8. 5• -0.1 --0.9 64.9 0.04- 0.64- --9.-79----23.09 11.95 -32. 93-1 - 0.299 -1-0.054 1 FRAME SIDE 4 10 9.94 2 8.5 0.7 -0.1 -119.7 0.43 0.10 32.18 43.91 6.44 32.12 I 1.002 I 0.016 --- END -POSTS-FRAME-SIDES--5,-6-AND-7-FOLLOW:------------ - FRAME SIDE 5 yd 11 10.24 2 8.5 5.6 0.0 --184.0 3.00 0.00 41.87 43.91 7.84 43.91 1.022 0.000 -FRAME-SIDE-7 inn 12 12.44 3 8.5 1.3 0.6 -175.7 0.68 0.64 39.99 43.91 7.84 39.26 1 1.019 1 0.082 1 J VARCO-PRUDEN FRAME DESIGN - INPUT CONDITIONS JOB: 46489 8 A UNITED DOMINION COMPANY PAGE: 1S .;) JOB 46489 BDATE: 5-19-92 BUILDER MODERN BUILDING COMPANY PROFIT CENTER: CALIFORNIA -• CUSTOMER VACCARO SEED JOB SITE CITY CHICO, CALIFORNIA O`wE LI�� 2,3 4 ,S,iD,1,�J.r1 �� RI(QIDFRA ME BUILDING DESCRIPTION: ITEM FEET L INCHES DEC. FT. DEC. IN. METERS SPAN - _ --- 60'--0 0/16 -- - 60.0000 - -720.0000-------18.288---- ----- - -- --------------------------- ° BACK SIDEWALL HEIGHT = 201- 0 0/16 20.0000 240.0000 6.096 FRONT SIOEWALL HEIGHT = 20'- 0 0/16 20.0000 240.0000 6.096 BUILDING LENGTH = 3001- 0 0/16 300.0000 3600.0000 91.440 -• - - RIDGE FROM BACK BLDG LN= 30'- 0 0/16 30.0000 360.0000 9.144 ELEVATION OF FRONT COL.= 0'- 0 0/16 0.0000 0.0000 0.000 .- BACK ROOF PITCH = 1.0000 12 -_ -- -- _ _ -- _ .. -- _ _ -- _ --•= :... FRONT ROOF PITCH = 1.0000 : 12 - LOADING: ADD'L DEAD = -0.00 PSF ( TOTAL DEAD LOAD = ADO'L-OFAD +-2 PSF-(PURLINS-G-SHEETING)-•+-FRAME-•WEIGHT-= 2.79 PSF) LIVE = 20.00 PSF WIND = 14.20 PSF ;�-- - - - --BLDG CODE- -86MBMA --- ---- -- -- - -- ---- --.._-�-_.__ _ — _ ---- — ifAt ----.--_ 3 '• THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 3 LOAD CASES AS DESCRIBED BELOW: LOAD CODES <------- -- -- DESCRIPTION --- >FACTORS 1.35, 0, 0, 0 DEAD LOAD + LIVE LOAD W/TRIG RED+ + + 1.00 1,70,41, 0, 0 DEAD LOAD - ---+ 86MBMA WIND BACK(I) + EP•SUCTION--- ----+ ------------+-----------------1.33- -----"- 1,74,41, 0, 0 DEAD LOAD + 86MBMA WIND BACK(II)+ EP SUCTION + ♦ 1.33 BAY SPACINGS FOLLOW: (BACK SIDEWALL LEFT TO RIGHT) 5' 10 BAYS AT 30' 0 0/16^ BETWEEN FRAME LN. 1 AND FRAME LN. 11 .moi - -- - BUILDING LENGTH IS -300' 0 0/16" - --•---_._._---- __.-__--____.-..—.__-------_—_ PURLIN AND GIRT DATA FOLLOWS: == -- - BACK SIDEWALL-GIRT-DATA -- - DIMENSION FROM- BLDG. -LN: -TO -OUTSIDE- COLUMN -FACE -IS- 0' -8--1/-2^--- - --- ----- - MAXIMUM GIRT SPACING IS 6' 9 3/ 4" BACK SIDEWALL GIRT SPACINGS ( BASE TO EAVE )' - -_. - -- -... _.----------•----L...�...--5-1/-4',-•Z--S'-0-0/16^,—L-S'-0-0/-1.6"., _2-'--6-3/-4.�_-..-._-_.._ —.. — FRONT SIDEWALL GIRT DATA - DIMENSION FROM BLDG. LN. TO OUTSIDE COLUMN FACE IS 0' 8 1/ 2" GIRT SPACING •IS ---6'--9 -3/ 4^--- --------- --- -... -- ---- -- FRONT SIDEWALL GIRT SPACINGS ( BASE TO EAVE L 7' S 1/ 4^, Z 5' 0 0/16^, Z 5' 0 0/16", 2' 6 3/ 4", BACK SLOPE PURLIN DATA - DIMENSION FROM BLDG. LN. TO EAVE PURLIN IS 0' 3 3/ 8" DIMENSION FROM EAVE PURLIN TO FIRST INTERIOR PURLIN IS 4' 1 9/16^ .o SECOND PURLIN SPACE -IS -41---1--9/15^ .. _---�._.---------- -- ---- - -- a. 4 PURLIN SPACES AT 5' 0 0/16" :t.:... ;•:..:;,, .::. ,• ..,. RIDGE SPACE IS 1' 6 0/16^ FRONT SLOPE PURLIN DATA - DIMENSION FROM BLDG. LN. TO EAVE PURLIN IS 0' 3 3/ 8" DIMENSION FROM EAVE PURLIN TO FIRST INTERIOR PURLIN IS 4' 1 9/16" SECOND PURLIN SPACE IS -4' -1 -9/16^ 4 PURLIN SPACES AT 5' 0 0/16" '� RIDGE SPACE IS 1 6 0/16" VARCO-PRUDEN FRAME DESIGN - INPUT CONDITIONS JOB: 46489 B 3 A UNITED DOMINION COMPANY PAGE: F9 - DATE: 5-19-92 NUMBER OF FRAMES FOR THIS JOB DESIGN IS 1 FRAME NUMBER ASSIGNMENT-BY FRAME LN.: 6, 1, 1, 1, 1, 1, 1, 1, 1, 1,-7, POST AND BEAM ASSUMED AT FRAME LINE 1 i POST AND BEAM ASSUMED AT LAST FRAME LINE 11 -- BACK SIDEWALL COLUMNS-ARE STANDARD (OUTSIDE FLANGE IS VERTICAL') -----------'-'- ----------- -- - ---- - -----� ,! FRONT SIDEWALL COLUMNS ARE STANDARD (OUTSIDE FLANGE IS VERTICAL) THE TOPS OF THE INTERIOR COLUMNS ARE RELEASED FRAME DESIGNED UTILIZING NEB STIFFENERS AS REQUIRED- :I MAXIMUM ALLOWABLE SUM PERCENT = 1.030 NORMAL TAPERED MEMBER DESIGN FOR BACK COLUMN NORMAL TAPERED MEMBER DESIGN FOR FRONT COLUMN ... - ..>1 PACK COLUMN BOLTED AT TOP OF COLUMN - STANDARD LOCATION FRONT COLUMN BOLTED AT TOP OF COLUMN - STANDARD LOCATION FRAME IS DESIGNED AND DETAILED FOR SYMMETRY ABOUT THE RIDGE C - SPECIAL-FRAME DATA FOR THE -1 FRAME FOLLOWS_-' _-__.___ -- ---- _-- -_----_---- i �;- SYMMETRY = YES I SHAPE CODE = RF SELECTED BY PROGRAM I DESIGN CODE = YS AUTO DESIGN FRAME ► al ��:: __ -----'DEF-CODE =`3" 1=MIN.-'1 -"--- l--L-OADING: 0:00-A'ODITTONAI-DEAD-LOAD-I >3 2=MAX. I NUMBER OF SUPPORTED POINTS 2 I 2.00 PURLINS E SHEETING 3=INT. I NUMBER OF SPECIAL MEMBER RELEASES 0 I 0.79 FRAME DEAD LOAD I - - I 'NUMBER OF INTERIOR COLUMNS --' 0 I - ""`TOTAL DEAD" -2.79 PSF---- SF"---AVG AVGBAY SPACE 30.00' I NUMBER OF MEMBERS 6 I LIVE 20.00 PSF I I NUMBER OF CENTER LINE JOINT POINTS 7 I WIND 14.20 PSF i THIS FRAME REQUIRED ON FRAME LINES 2, 3, 4, 5, 6, 7, 8, 9, 10, BOUNDARY DATA: _ ---•-----__-_. --- ----_.._-- -_. POINT X-SUP Y-SUP M-SUP X-DISP Y-DISP ROTATION 1 1 1 0 0.000OIN. 0.000OIN. 0.0000IN/IN OR RADIANS '-`----"--`7- '""-"1-_"_----1---'-0-`_-'_O:OOOOIN.--O.`OOOOIN.iO."OOOOIN/IN-OR`RADIANS -- --.-- _ '�':•'::.`:: �-'• - ' THE FOLLOWING CLEARANCE DATA APPLIES TO FRAME NUMBER 1 VERTICAL CLEARANCE AT BACK HAUNCH 171 4 3/16^ 6 HORIZONTAL CLEARANCE BETWEEN EXTERIOR COLUMNS 53' 11 0/16^ VERTICAL' CLEARANCE UNDER"FRAME`AT-RIDGE"-20' '" 7"7/16^"-'"-"'-"--""'-"`_'- Iz VERTICAL CLEARANCE AT FRONT HAUNCH 171 4 3/16^ `^ .j` v»xco-pxuosw pxAxe ooIsw - zw,or cowo/rIowS Joo, 4648" a ^ uwIrso oomImIow cow,xw, '^«s` * pm $» ' DATE: 5-19'92 xsxoex DATA: MEM rL^wos- vso- op"rx, --LENGTH ^wsLp -vcIoor JOINT -NOS- FLANGE --WEB xx x L,, m SPLICE coos, ' ----� rx WIDTH rx z z (pr) (DEG) (POUNDS)1 2 YIELDS (FT)(FT)(pr) JI Jz . . p^^°s oos z ' ------1--1/-+ 7'00--28'o0--19'348'270'000----308'1---1--2----50'0-50'0---26'09--ssx-o^-poo-Sp^cs--ap--^w-'-------� rx^mc SIDE x � z o ^ n'o 1/ o zo'oo v'oo 14'393 m+',a+ 224'5 z » so'o m'v 27.21 SET BY mo ,,^cE nw s, 3 3/16 n'v - z/ x v'oo z+'vo 15'000 m+'ra+- -zr+'z -'3--+- 'e'o m'o''' zzzz- er-o,'puo'S,^ce' SS m pv^ee sms , ' ^ »/z� �,o o u p'oo 14.00 ��.000 175.236n+'/ 5 4 50.050.0 27'21 SET BY mo SPACEo sp '. 5 o + ,'v z/ o za'ov -v'oo 1+'393 175'236- 22+'5 ^ -5- - so'o'xu'o -27'21 -,ery, puo S,Ac__ xw Ss a$ p^^*c sz»s+4 5'» u » r'«» zu'«» 19.348 »»^000 »oo,z 7 6 50'0 50,0 z�,oy sr o, mc �,�c� op xw � � - - - --_-_ � = ar---------------- �- ,�- ^ �= [� � � 'V^xcn'-,nooew xs^zrIow Suwwxx, , o^us pmrp Som*^x, uao. +54o" u ^ u~urco onoIwIow cowp«w, '^»=, px^mc wo' z - oxre, � �v-p� So*w«xv OF xe^crIowo, SIDE -_— LOAD cuwo�wxr�ow - _ xoxzzowr�� vsxr�c^� - . xuxevr -- ^w o^cv z �s u o ```` u � ' 0.00 ' rvowT z,»s, n, o, o -a'"o 13:31v'oo o^cx o 1ro`4z` ^ o - -7.30 -10.16 o vo - __- pxumr _ z^,o4zu o v,o� -�"� o'ov � o^c, z` ,^" 41` ` u o . -6.15 -o'zv -5.05 -o�oo 0.00 ^ pxowr zr*+zn n � _ 000 ~p suoy^xr OF o^Ss vL^rss, � ,Ins «------ o^,s ,mrp DATA -----^ ^------ ^wcoox 000 DATA ------` vsm,wG � = MARK "NO. WI DTH TK LENGTH NUMBER SIZE BLR PATTERN _���� " -----' — ---- — -- — ------'-----------'---------- ) � j •'VARCO-PRUDEN FRAME DESIGN WEB STIFFENER DATA JOB: 46489 B A UNITED DOMINION COMPANY PAGE: FIZ FRAME NO. 1 DATE: 5-19-92 WEB STIFFENER REQUIREMENTS: MEMBER STIFFENER DESCRIPTION LOCATION WEB DEPTH H/T A/H A I STIFFENER SIZE ----"SIDES WELDINGDETAIL I NUMBER (FT) (IN) RATIO RATIO (IN) I I TK WIDTH L - S ? I 1 - 2, 5 1 COL./HAUNCH -FLG EX--•- -1.04 25.500 .. - ---- - ' -- ------ 1--•'1/-4 • X 2 3/ -8"' -80TH STO. CK -OK YES -I - 2 INTERMEDIATE SHEAR 6.86 17.426 129.56 3.00 52.28 I 1/ 4 X 2 3/ 8 ONE STD. CK -OK YES I BOLTED CONNECTION DATA: J I<-------- PLATE DATA >i<-------------- BOLT DATA --------------->I MEMBER T I I OUTSIDE --INSIDE - I - `-' CONNECTION CAPACITY "_.;`., • " •' . tt 1 TKWD LENGTH I SIZE #ROWS 4 -BOLT #ROWS 4 -BOLT I TYPE MARK # OUTSIDE INSIDE 1, 6 2 I 4/ 8 X 6.0 X 2- 5 0/16 I 3/4" DIA A325 3 NO 2 NO I EXT 3806429032 1335.9 "K 1059.3 "K 2, 5 1 I 4/ 8 X 6.0-X- 2'- 4 -1/ 2 I •3/4^ 'DIA A325'-'- 3 •--NO `2 ` NO'--- I ---EXT-----3YO6428432 --1335:9 K --`1059.3 K ' 3, 4 2 I 4/ 8 X 6.0 X 1'- 3 0/16 13/4^ DIA A325 1 NO 2 NO 1 EXT 3806415012 336.5 "K 460.8 "K -FLANGE BRACING -REQUIREMENTS:------ - -- -- ^— -' -- - '--'------- --- ------- -- ----- --=1 'J. BACK SIDE OF FRAME RIDGE TO EAVE: MEMBER # 3 3 3 2 2 2 2 LOCATION 1'- 6 0/16 6'- 6 0/16 111- 6 0/16 16'- 6 0/16 211- 6 0/16 25'- 7 9/16 291- 9 3/16 -"- DEPTH al -FB '13.4998-- 11.8333' •' '10.1667 •'"' "'11:1149--- 18-1645'-"--23':991-2-` 0.-0000 - -_ FB MARK # FB2070 NOT REQ D FB2054 NOT REQ D F82100 FB3024 NOT REQ D > BACK SIDE OF FRAME BASE TO EAVE: _ .._ MEMBER ----- 3. LOCATION 71- 5 1/ 4 12'- 5 1/ 4 17'- 5 1/ 4 DEPTH a FB 16.0359 22.1104 0.0000 _ - FB MARK-#---'FB2100-"-"'—FB3020 ---'-NOT-REQ-D'---" "•VARCO-PRUDEN FRAME DETAIL DESIGN SUMMARY JOB: 46489 8 A UNITED DOMINION COMPANY PAGE: + F13 FRAME NO. 1 DATE: 5-19-92 ACTUAL FORCES A C T U A L A L L O W A B L E -STRESS CONDITIONS --- ;� LOCATION MEM LOAD AXIAL SHEAR MOMENT AXIAL SHEAR BENDING AXIAL SHEAR BENDING I SUM Y I I # CASE DEPTH (KIPS) (KIPS) (KIP -IN) S T R E S S S T R E S S I COMBINED I SHEAR I - FRAME SIDE 1 AT 17.39 FT 1 1 28.0 -13.6 -6.3 -1314.7 2.2 1.67 25.76 18.99 1.99 26.98 I 1.028 1 0.841 I FRAME SIDE 2 AT 1.04 FT 2 1 - 26.0 -8.6 10.6 -1259.7 -• 1.4 -3.04 27.28 - .25.33--6.43 -27.91--1--- 1.026- 1 0.472 1--"--• - - AT 11.00 FT 3 1 12.7 -7.1 1.2 394.0 2.0 0.72 26.56 22.15 9.94 30.00 I 0.952 10.072 j FRAME SIDE 3 AT 11.00 FT 4 1 12.7 -7.1 -1.2 394.0 2.0 0.72 26.57 22.15- 9.94 30.00 1 0.952 10.072 I AT 1.04 FT 5 1 26.0 -B.6 -10.6 -1259.7 1.4 3.04 27.28 25.33 6.43 27.91 I 1.025 10.472 I FRAME SIDE 4 AT 17.39 FT 6 1 28.0 -13.6 6.3 -1314.7 2.2 1.67 25.76 18.99 1.99 26.98 I 1.028 10.841 I LOCATION X -COR Y -COR DEP AREA RX RY LX LY 1 LY 2 KlX KLY1 KLY2 SX LB 1 RT 1 LB 2 RT 2 OS QA CB 1 CB 2 MN DIST (FEET) (IN) (IN2)-(IN) (IN) (IN) (IN) (IN) RX -----RY--RY---"(IN3) (IN) -(IN) -(IN) --(IN) - ---- - --'i FRAME SIDE 1 `j 1 17.39 1.87 17.37 28.00 6.20 10.74 0.92 208.7 59.2 23.7 29.2 64.6 25.8 51.03 59.2 1.20 23.7 1.20 1.00 C.83 1.15 1.02 -: FRAME SIDE 2 2 1.04 2.95 18.45 26.00 5.93 10.06 0.94 326.5 23.7 19.2 32.4 25.3 20.5 46.17 23.7 1.21 19.2 1.21 1.00 0.94 1.02 1.OB 3 11.00 26.06 20.93 12.68 3.53 5.16 1.05 326.5 60.0 63.3 57.0 14.83 60.0 1.30 1.00 1.00 1.09 ' FRAME SIDE 3 "3 4 11.00 26.06 20.93 12.68 3.53 5.16 1.05 326.5 60.0 63.3 57.0 14.83 60.0 1.30 1.00 1.00 1.09 5 1.04 2.95 18.45 26.00 5.93 10.06 0.94 326.5 23.7 19.2 32.4 25.3 20.5 46.17 23.7 1.21 19.2 1.21 1.OU 0.94 1.02 1.08 FRAME SIDE -4 - - -- - -- - -- _ -- -"- ---. ._-- ----- -- .-- ---__-». _ �; 6 17.39 1.87 17.37 28.00 6.20 10.74 0.92 208.7 59.2 23.7 29.2 64.6 25.8 51.03 59.2 1.20 23.7 1.20 1.00 0.83 1.15 1.02 , 9^ :39 ._ -_ 'aid .-... - .-_. -.-._....--.-_- �.-_-_��__�._-._-..-._--_.._-_-- -_ - -•- .. - � - _-- --_ 71 r• BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER APN 7V r " Firm Name Address _ Nature of Business ]:�::ZUYodz% Qq� !, Contact Person � � L, " Sjy4e—I- 0C Phone # L9a �7 _ 1. goes yo r business or that of your tennants handle, store, or transport hazardous materials? NO YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, Lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? VNO ❑ YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. Is the business/facility/operation c of site? ,NO ❑ YES IF YES, name of school. to be located within 1000 feet or the outer boundry of a school or 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, f mes, vapors, or other volatile compounds? TNO El YES YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative (Signure) (Date) BCEHD BCAPCD • The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El11 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. S G7 2 x-------------------- ?9sl 37d I1.vW3 z�51Q0 = x o� x z b� 3yt/hA5 (,VO/),OJY,4 poojs I- F CAPREALIAN ENGINEERING ' P.O. Box 341 Chico, CA 95927 (916) 891-6886 P,ME : DR (G. R -/ C'S'C. c (64 it/S STRUCTURAL CALCULATIONS FOR: VACCARO SEED �'2-2238' BUTfE COIIMTY' > BUILDING DEPARTMENT :'APPROVED,.;' STRUCTURAL CRITERIA: Seismic Zone 1 Basic Wind Speed - LbsO.m.p.h. .(Example B. Method ZT Concrete fc Reinforcing Steel - Grade A10 Masonry: .Grade Solid Grouted yes/no fm - p.s.i. Structural Steel: Grade A 3 G Yield: 3 6 k.e.i. om.na-.03 ABBREVIATIONS: O.T. - Overturning O.T.M. - O.T. Moment S.F. - Safety Factor ALT. Alternate C.F. - Good For N -S - North-South E -W - East-West E.W. - Each Way TR1B. - Tribunary 7` Y55 6- CllecS ,�2E REFERENCES: 1986 u. B. C. eb ®✓'ems e k//77� MITA - Western Woods use Book Second Editinn /� - A.P.A. Construction Guide, PUB, E 30E 1�A�60 70 T+� � &57, Y - Manual of Steel Construction Bah Edition Concrete Masonry Design Man►ial Sth Edition Structural Engineering Handbook. Gaylord 6 Gaylord, 2nd Edition JOB SHEET NO. OF — CAPREALIAN ENGINEERING �Q. � DATE JUN 1 01992 P. O. Box 341 CALCULATED BY. CHICO, CALIFORNIA 95927 CHECKED BY DATE (916) 891-6886 SCALE ASSUMPTIONS AND DESIGN DATA 1 � Type of Structure �cu��4 ��'� Roof Pitch-� Loads in #/ft2. Dead Load Total D.L. Live Load TOTAL Roof:'3 2..11 lst Floor: �0.Qa0FEjp A81CI _ 4UEp 2nd Floor: -� �c �7 �9f CMI f CACI Balconies/ Decks: DOM it-jl: 9 Walls: Other- - Wind Zone $a m.p.h. Max..Ht. 22.'!r ft. C = CC- qs= I Wind Pressure (example B, method 2)=_ P.s.f. Earthquake Loading= ZI C 1J= Where Z= _ I= Rw C = W=Weight of building causing force in member Basic Soil Pressure ADD Oft + 2,O0 Oft 2/ft depth below 1' _beneath original ground or tinish gra e. Passive lateral earth pressure= p.s.f./ft of -depth Active lateral earth pressure s.f:/ft of depth. Equivalent fluid deity= #/ft (Min. Density = 30 O ft2) Skin friction= )r& Jit- (but not more than .5 x D.L.) MWOMl/nares1w C." Wa 11411 CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB 8 SHEET NO. -? Ana< OF AUG 1 11992 CALCULATED BY -DATE CHECKED BY DATE SCALE um lz %I 9 .............. ............. ............. ............ ............. ............. .............. ............. .............. I ............. . ............. ............. ............. CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. OF CALCULATED BY DATd U N 1 01992 CHECKED BY DATE .................................3...x .......... .............. .............. .............. .............. .............. ............. .. ... ............. . ............. . ............. ............. ............. .............. ..................... 8 w -01 b 0 CAPREALIAN ENGINEERING P. 0. Box 341 - CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. .' OF CALCULATED BY,& DATE JUN 1 01992 Oro - CHECKED BY DATE SCALE 7, ............. ........ .............. .............. .............. .............. .............. .............. ............. ... ......... ............. U; fAjit ............. .............. .............. .............. . ..... .............. .......... /6 6 ............. ........... .............. ................ ............ ............. ............................. .............. ...... . .. .. . .. ......... .. .......... . ........... ............. ............. . ............. ............. .............. .............. ............. ............. ........................................... .............. .............. .............. ............. . ............. ........... .............. .............. ; ... ............. 7 ....... .... .............. . ............ .............. .............. ............. 4 ......... ............. ... ....... ............. ............. 3 /'T ............ ............... .............. ............. ............. .............. .............. ........................... ............. ............. .............. ............................. .............. .......... ... ........... . ............. ............. .......... ............. ............. ............. ............ . . ............. . .............. .......... ............. .... ............. ............. ............ .............. .............. ............................ ............. ........... ............. ............. ............. ............. .............. .......... ............. ............. ............. I ............. .. ..... . . ........... ............. ............. ............. ............ N13 . ........... . ............. ............................ .............. ............. ............. ............ .............. .............. ............ . .............. ............................ . ........... ...... .............. ........ ... ...... .............. ............ ............. ............. ............. ............ .............. ................ ............. .............. .............. ............. . ............. ............. ............. ........................... ............. .............. .......................................... .............. .............. .............. .......... .............. ....... 2-4�� ............. .............. ............. ............... ............. ............ ............ .............. ............. ............. ............. ............................ .............. .............. .............. ............. . ............ .......... ............... ........ ........... ............ ......................... . .......... .. ............. ............. ............. ............. .............. ..................... . .......... ............. . ............. ............ ............................. .............. ............. . .............. ............. . ............. .......................................................... ............ .. ........... .............. .............. .............. % ............................. ............. ............. .............. .............. .............. ............ . ............. .............. t .............. ............................... .............. .............. a .............. ...... ............. . ............. . ............. ............ ............. ............. .............. ............. . ............. ............. .............. .............. .............. ............. I ........... ................................................... .............. 7A.4 ........... ............. ........................... ............. ............... .............. ........... ...... .............. ............. . . .. ..... ...... ............................................ ............. .............. I ............. . & ......... ... ...... ..... ............. . ............................ ............. ............. ............. ............. ......... .. ........................................... . ............................ ............. ............... ..... .............. .............. ............. .............. .... ........................ ............. . ............. ............. i ............................. .............. ............ .............. .............. ...................... .............. ............................ ... .......... ..... .............. .............. ............. ............. ........ ..... I .............. .............. .............. ........ .... .......... .. . ..... ........ .... .............. % ........ .. .. ....... . ... ............. . ............. ................. .......... ............. 4 ........ .... 4 .. .. ...... . ........... ............. ............. .............. : ............. .............. ............. ............. ............. ............. . ............. ............. a ..... ........ .............. ..... ...... .............. ............. ............ ..... . .. ........ .............................. ............. ............. . ............. ............. .......................... ............................... r ............. .............. a .............. ............. ............. ............. ....................... . CAPREALIAN ENGINEERING • P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 Ir JOB SHEET NO. - 4/:, - OF CALCULATED BY' P. e-. DATCAU G 17 1992 CHECKED BY DATE SCALE .......... .... ......... .............. .............. ...... .............. ............. . ........ ............ .. ... . ....... ........................ .................... ............................. .......... .................................. ........... ............... ............................ .. ........ ... /4 .: ............ .... . .......................... .............. .............. .............. ........... .... .. ..... ............. .......... ... .... . .... ... ...... .......... . .4 . ........ CAPREALIAN ENGINEERING • P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB 7 SHEET NO. CALCULATED BY OF DATEJ U N 1 01992 CHECKED BY DATE SCALE .............. ............... 4A CAPREALIAN ENGINEERING ' P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. 13 / OF CALCULATED BY v,/qy,/,' ' -4' `( DATEn1997_ CHECKED BY DATE SCALE S G4. 3 2v6 CAPREALIAN ENGINEERING C P.O. Box 341 Chico, CA 95927 (916) 891-6886 STRUCTURAL CALCULATIONS FOR: AUG 121992 VACCARO SEED US1 PUT 7��"U6-D p MIML MM � 3Z � �i/o7" f�. E o L? 5 � of cau�° O r IV ° F11lC TIC�O� 414 DATE: u- - �/7 STRUCTURAL CRITERIA: ABBREVIATIONS: Seismic Zone O.T. - Overturning Basic Wind Speed - 8 0 m.p.h. O.T.M. - O.T. Moment (Example B, Method ZS— S.F. - Safety Factor A[.T. -Alternate Concrete fc - Oho p.e.i. C.F. - Good For N -S - North-South Reinforcing Steel - Grade A10 E -W - East-West Masonry: Grade Solid Grouted yes/no TRIB. - Tributary fm p.e.i. Structural Steel: Grade Al G Yield: 3 k.e.i. REFERENCES: / - 1986u.B.C. L - Western i•looda Ilse Book Second Edition - A.P.A. Construction Guide. CUB E 30E �/- Manual of Steel Construction 8ch Edition Concrete Masonry Design Manual 5th Edition Structural Engineering (landbook. Gaylord 6 Gaylord, 2nd Edition COUNTY OF SUTTE BUILDING DEPT AUG 1 1 1992 V 1 CAPR4=ALIAN ENGINEERING P. O. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. Z OF — N CALCULATED BYJ da DATE UN 1 a j99 'u CHECKED BY DATE SCALE ASSUMPTIONS AND DESIGN DATA Type of Structure lg�cu-Isa Roof Pitch=/1 Loads in # ft2 Dead Load.' Total D.L. Live Load TOTAL Roof: 1st Floor: 2nd Floor: Balconies/ Decks: tv WE Walls: Other " " Wind Zone $a m.p.h. Max. Ht. ?Z,5 ft. Ce g� = C qs= I= Wind Pressure (example B, method 2)=_ p.s.f. Earthquake Loading= ZI C jJ= Where Z= _ I= Ak..p C = RW=Weight of building causing force in member Basic Soil Pressure SOO Oft + 200 Oft 2/ft depth below l' beneath original ground or finish grade— Passive lateral earth pressure=` p.s.f./ft of depth Active lateral earth pressure s.f:/ft of depth. Equivalent fluid deity= Oft (Min. Density = 30 #/ft2) Skin friction= (but not more than .5 x D . L . ) 1—,,1 SII/IVres/W fid. a. flail CAPREALIAN ENGINEERING ` P. 0. Box 341 CHICO; CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. 3 OF CALCULATED BY DAAUG - 7 1992 CHECKED BY DATE SCALE 0 6q ........................ ......................... MI�'ed SQ !3 • CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. 2.43 OF A %92 CALCULATED BY DATE CHECKED BY DATE .............. .............. ............ �C w "Z W-40 • .............. ... ............ .............. ............ / . ........ .............. .............. ............................. ............. .......... .............. .............. .............. ............... : .......... >e 5 -6 0 CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB ,1 SHEET NO. f /Ja}� OF CALCULATED BY " " �- C DATd U N 1 01992 CHECKED BY DATE SCALE v CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. �j OF - CALCULATED BY DATE CHECKED BY DATE SCALE JUN 1 01992 CAPREALIAN ENGINEERING ' P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. b/ CALCULATED BY OF DATEJ U N 1 01992 �' ` a- C CHECKED BY DATE SCALE 6 ..............:............. r o b .;, �.... ....../ 4... 7:Z xoeu = 300; .....:........�....................;..............,..............i...........:..............:.... ....:............, ...... .............. _............. .............. .............. ..... .......................................... ........._ ................... .... ......... .... s CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. if OF CALCULATED By �'� C� DATES u N 1 a 1992 CHECKED BY DATE SCALE ._..... r f XAs..../3...5.�...............................rry............... —.3 ... .n. � .............. ........... _ _ FTV . _ .......... ...'....................... .......:. a ....:.........:..... ......... ..................... ...... ......... ................ °..�a .._:..............:..............:.... ...:........:.... .......... ...... .............. .. ...... ...... ......:..... ....:.... ....:.... :.... ....FFFEE11:1:1�]l 72 ................. ... ....:........ .......... ............... ....... ..................:................................................... .... ..... :.........:.... ....:........:.... ...... ...... .... .... ..... ..... '.....<............ , :::::::: ::::.:::: :..................:.. 5 ... ..... . . . . . . . ...... �g. 3....... ......3...�. . httt _°.................................................. ......:........ . -t qjj . ..... ...... t—tt ft 1. O d: Q� ..... .....—tt: !�i CHJI�L ................................................................................................................................... . . ....:.... Rag ..........................`.........................._............_......... ....:..... :.... ........ .. 44-4111q;7�'..f�11E:....IAF*J�...,g.........................._........ ...:..:. ....:.... ....:..............:.... .. . . . . ............. .............. 7i l—f-142 0 ........;.-------- ...........:.............._........................11 -4-1....:.... ....:.... f ...... ......... ..........................:.......... .. .. ... .. :.... ....:.... ...... ...... ...... CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. OF CALCULATED BY DATE-11IN I a 1997 CHECKED BY DATE SCALE 4 Ws Ap 1 Id 6 ?; -9 :z v (. CAPREALIAN ENGINEERING P.O. Box 341 Chico, CA 95927 (916) 891-6886 STRUCTURAL CALCULATIONS FOR: VACCARO SEED (VRIC-r.) NOT If P�Rd VLZ D C ��� /N� M/2CETC- /NCo12i2ECT/r7192 or�� "�� STRUCTURAL CRITERIA: ABBREVIATIONS:, Seismic Zone 3 O.T. - Overturning' Basic Wind Speed - So m.p.h. O.T.M. - O.T. Moment (Example B, Method Tr- S.F. - Safety Factor ALT. - Alternate Concrete fc p.s.i. C.F. - Good for N -S - North-South Reinforcing Steel - Grade Al 0 E -W - East-West Masonry: Crede Solid Grouted yes/no E.N. - Each WayTRIG. -Tributary fm Structural Steel: Grade A 3 G Yield: 3 is k.s.i- 16 REFERENCES: - 1986 11. B.C. - Weston Woods Use Book Second Edition - A.P.A. Construction Guide, PUB E 30E - Manual of Steel Construction 8Lh Edition - Concrete Masonry Design Handal 5th Edition - Structural Engineering Handbook, Guylord & Cnylord, 2nd Edition ti CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. L OF _ N CALCULATED BY �a' ` • DATE JUN 10 JQV%ro, CHECKED BY DATE SCALE ASSUMPTIONS AND DESIGN DATA Type of Structure Roof Pitch-�� Loads in #/ft2. Dead Load Total D.L. Live Load TOTAL Roof: lst- Floor: 2nd Floor: Balconies/ Decks: Walls: Other: s' Qm -O- Wind Zone $a m . p . h . Max . Ht . 22.'r f t . Ce= C q = g� s I= Wind Pressure (example B, method 2)= p.s.f. Earthquake Loading= ZI C 1J= Where Z= _ I= Rw,= C W=Weight of building causing force in member Basic Soil Pressure 1600 #/ft2 + ;Zoo Oft 2/ft depth below V beneath original ground or finish grafi Passive lateral earth pressure= p.s.f./ft of depth Active lateral earth pressure = .s.f:/ft of depth. Equivalent fluid �i� _ Oft (Min. Density = 30 #/ft2) Skin frict n= 1So � ,f' b not more than .5 x D.L.) �,y6X- MImRi lMl/nr�e9/ri Gr. 1y Uu� CAPREALIAN ENGINEERING " - P. 0. Box 341 CHICO, CALIFORNIA 95927 " (916) 891.6886 JOB SHEET NO. 3 OF CALCULATED BY 'Alt 4- DATES O N 10 1992 CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CAUFORNIA 95927 (916) 891.6886 JOB !� SHEET NO.lr''j CALCULATED BY d. e. OF DAT _UN 10 1992 CHECKED BY DATE CAPREAUAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. haf OF CALCULATED DATE JUN 10 M2 CHECKED BY DATE SCALE I t CAPREALIAN ENGINEERING ' P. 0. Box 341 CHICO, CAUFORNIA 95927 (916) 891.6886 U. t f JOB O SHEET NO. " OF CALCULATED BY a C' DATA UN 101992 CHECKED BY DATE SCALE ................... ................... • JOB CAPREALIAN ENGINEERING 7 P. 0. Box 341 SHEET NO OF CHICO, CALIFORNIA 95927 U N 1 01992 ..... .. : .. ......... ........... .......... 'A c fl CALCULATED BY AA DATEJ (916) 891-6886 .............. ............. 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L ............. .......... -� ............. . ....... ................................................. ................................ ----------- - - - ------- ............ ......... .............. .............. . .... ....... .............. ......... ............. .......... .............. ............. . ............. ....... .............. .............. .............. .............. .............. ............. ............. .............. ....... .... .............. .............. ............. . ......... ... . ..... .................... ....... . ...... ............. ............. ............. ............ ... ............. ............. ............. . ........... ..... . ...... ............. ... ............. ........... .............. ............. ............. ............. .......... ............. ............. .. ............ ............. .. .................. .............. .............. .............. ............. ............. .............. ............. .............. ............. ............. . .............. ; 9. ciolid Perlite` Perlite mixed in the ratio of 3 cubic feet to 100 pounds of Portland cement and and Portlandmachine 9-1' 1 applied to stud side of 14i mesh by No. 17 gauge paper -backed 31/84 Cement J woven wire fabric lath wire -tied to 4' deep steel trussed wire° studs IG on center. Wire ties of 18 gauge galvanized steel wire Von center vertically. 10. Solid Neat Wood 3/4' by No. 16 gauge cold -rolled channels, 12' on center with 2.5 -pound flat Fibered 10-1.1 ' metal lath applied to one face and tied with No. 18 gauge wire at 6' spacing. 24 Gypsum Neat gypsum plaster applied each side. Plaster 41. Solid Gypsum One full-length layer 4i Type X gypsum wallboard' laminated to each side laminating 2'�f 11-1.1 of 1' full-length V•edec gypsum corcboard with approved Wallboard compound. Vertical joints of face layer and coreboard staggered at least 3'. Partition 12. Hollow One full-length layerof s/a .Type X gypsum wallboard' attached to both sides (Studless) of wood or metal top and bottom runners laminated to each side of I" x 6" Gypsum 12-1.1 full-length gypsum eoreboard ribs spaced 24" on center with approved 244• Wallboard laminating compound. Ribs centered at vertical joints of face plies and joints Partition staggered 24' in opposing faces. Ribs may be recessed 6' from the top and bottom. A (Continued) Z T td Q 1-z 1r- tt1 J:r- N 7E: o > ., tx to J a _N w qq � -w v s -o K z } atq�� �n� 0mw "w� 0�3r.�i J� v1 4tL . m Qty �o(Z Nw> >d.p D-Wv �ii1 m �pp`O E t pdm qCo Y. ct ct atlnC� �T Q t °,4 t�►+.�� s ��t►0..J'tom- �',\ , N M d to (O r` M U) � tL NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS n vor..; f. .ment of Intent for Non -Heated and/or Non -Air oned Buildings I,�1G'r0 � 2,. Wsz� A4 6 owner of the building to be constructed as a (please print) under I/- - at L LI(n '�-D(ATHCJfSI (bldg.permit no.) (location) 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 (S) 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 Building Owner���� ('tAaAV'7 � Mailing Address 44(0 Telephone No.,? ! `J� K ' r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM t. (One Form Per Building) School District Building Department No. A.P. Number o k?) Jurisdiction City County Property Owner V 0'S Property Location/Address _ _ 66 A7 -_ 4*r7 Subdivison Residential Development [� No. of Living Units Commercial/Industrial i e Of 41 ng Departme t epres ntative Lot No. 0 Sq. Footage MHi Addition (Group R) f 1 - 0 Sq. Footage �ew Addition (Includ ng Exterior Roofed Areas) 42 --- -- — Date (Floor Plans reviewed by SchooLD.istriat Personnel) F_ - ---- — - -- —_ _ — ---------- District Identification No.Q_ —Yn zt-110-L.School District certifies that (Applicap) k- (Street Address) (Phone Number) 0 �'(J----------- - - -- ---- -- �� -- - 9,5-Uz (City) (State) (Zip Code) has complied with the requirements of Resolution No. _ _�(�� by payment of $ representingsquare feet. School District Representative Paid by Check Number Bank Number _ Paid by Cash 6� 9.2-- Date Remarks:_�)(�Q_h�?�(/�Q i If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (4/92) C Modern Building Co. P.O. Box 772 Chico, CA 95927 Dear Sirs: � ,butte C� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES / Cu OY CENTER DRIVE - ')ROVILLE. CALIFORNIA 959(35.339/ TELEPHONL: (916) 5367541 FAX: (916) E36-2140 August 23, 1993 RE: Building Permit #92-2238 Expiration Date 8/27/93 A.P. #040-400-083 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 z the original building permit fee (plus a 470.00 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. 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 Chico, _ office. Thank you for your prompt attention concerning this matter. JFG:hla cc: Building Inspector Yours very -truly, j' J . t, wander Manager, Building Inspection Attachments: [Renewal Application [JOwner-Builder Information ❑ Owner -Builder Verification Chico - 1469 Humboldt Rd/891-2751 Paradise - 745 Flliott Rd/872-6307 �f (, an J U&O C car c� �s 9 Modern Building P.O. Box 772 Chico, CA 95927-0772 RE: Building Code Violation 434 Southgate Ct, Chico BEAUTY BUILU1NCG UIVI,IUN DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 April 16, 1999 A.P. #: 040-40-0-083 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 approval of previous corrections and failure to obtain final inspection prior to occupancy and permit expiration for construction of a warehouse and addition of a bathroom and partition wall. Since permits and inspections are required for the above work, apply for the required permits to make corrections and complete project and pay the appropriate fees. 1 All work must stop until these permits are issued and you are authorized by our field inspector to proceed. This 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 questions concerning this matter, please contact Michael Vieira or Scott Rutherford in this office at the address or telephone number listed above. MCV:dms J cc: 1 Yo s very truly, Mic el C. ieira, C.B.O. Man ger, Building Inspection Assessor Vaccaro Properties, 446 Southgate, Chico CA 95928