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035-340-044
} 'ROOF OVER FUEL 4/15/92 'AN H W/O PERMITS la Iv l' Qsol Ir T 035 , 34-0 04Y4 µ 93 ' 258MHI IMATHEWS (READYy:xMIXt , C. ';-w !Fl. • ' ' 4290%.PACIFIC HEIGHTS RD, OROVILLE ,'MRI:: 035-340-044 • PERMIT#96-2454 ?' MATHEW' S .READY MIX e,. 4290•Pacific.Heights Rd;Oroville Cont:-rTML,Inc: v,1, yl9? Add Shop/Comm 035-340 044 .,: PERMIT#97=0545 MATHEWS. ••READY;, MIX ' t 4290 .,Pacific•�Heights;'Rd, Oroville Elfe'•ISeer"for, Shop/C mm 035-340-044 01-1332 [.42O90 ATTHEWS READY MIX PACIFIC,HEIGHTS RDORO NTR: T.M.L. INC,ANK COVER, METAL BLDG --?-�a�a . } 41 , i + d O� i 'i�5.:.^:.#� _ K. �• �. _may'-+,f."'}ixi::w»a�R i-2 :.^'`"*_e:.c'�' ,. _..__-=� �,I......�. �ti•r..__._,:.'.�". --:F• 1... Y». _ - 1] 4 ` a Ir T 035 , 34-0 04Y4 µ 93 ' 258MHI IMATHEWS (READYy:xMIXt , C. ';-w !Fl. • ' ' 4290%.PACIFIC HEIGHTS RD, OROVILLE ,'MRI:: 035-340-044 • PERMIT#96-2454 ?' MATHEW' S .READY MIX e,. 4290•Pacific.Heights Rd;Oroville Cont:-rTML,Inc: v,1, yl9? Add Shop/Comm 035-340 044 .,: PERMIT#97=0545 MATHEWS. ••READY;, MIX ' t 4290 .,Pacific•�Heights;'Rd, Oroville Elfe'•ISeer"for, Shop/C mm 035-340-044 01-1332 [.42O90 ATTHEWS READY MIX PACIFIC,HEIGHTS RDORO NTR: T.M.L. INC,ANK COVER, METAL BLDG --?-�a�a . } 41 , i + d O� i 'i�5.:.^:.#� _ K. �• �. _may'-+,f."'}ixi::w»a�R i-2 :.^'`"*_e:.c'�' ,. _..__-=� �,I......�. �ti•r..__._,:.'.�". --:F• 1... Y». _ - 1] 4 Lo prWaLpi MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift . FIRE WALLS Occu anc Area,, Prop Pert Gypsum Board 1st Layer 2nd Layer Walls Ceilings —'COMMERCIAL 035-340-044 PERMIT#96-2454 l MATHEW'S READY MIX 4290 Pacific Heights Rd,Oroville Cont: TML Inc. Add Shop/Comm N P V=OK O = Not OK - = Not Applicable Not Ready COMMERCIAL ' = Date UN FL OR Plans OK except #'s Date mg -Setbacks -Easements -Flood -Slope -Soil Report . F ain; Soils-Ufer Ground.-Ftg. Depth • Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Co rete-PSI.Cert-SP. insp.-Loc. walls, Main; Steel-Blockouts-Wrapped Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date /,'G/cj Card B-1. /� Date Card B-1 Date t��- Card B-1 J Date Card B-1 Date PLUMBING (Permit) OK except #'s 16: Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 •Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation _ 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. F(.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers .r Date Card B-1 Date Card B-1 Date CaroErl Date Card B-1 Date FRA Plans OK except #'s LQ/X's , Proper Material & Anchors -Hold Downs 4-1"Walls Studs -Nailing, Spacing & Bracing -Plates -Sound g a irders & Floor Nailing 43. PFaft Stop in Walls (rat proof) 5krltops; Furred Ceilings -Stairs -Chases Headers & Beam -Size & Bearina-Su000rt Fix. (NOTE: An entry must be made each t ING (Continued) Post Paps -Anchors -Connectors Lg-Nailing -Diap.Chord Splice _ doors- ea-Occp.-Prop. es ize & Romex Protec ion -Draft Stop -Ins. Baffles e!jiPlacerf -Sup rt Wings-PuLUa.Girders Firewall & Openings rs-Handicap Access kkh=t't88dreom-Rise-Run-Landing-Fire Protection on Roof Overhang -Attic Vents -Rafter Outriggers ailing Veneer - d. Vents-Underflr. Access 5 ing Area -Glass Protection -Skylights -Plastic -Fire Port. Shear Walls -Plywood-Nailing-Conn to Roof a s- Endows 92--eorridors-Openings-Fire Protection -Framing Date Q, j Card B-1 VZj Date Card B-1 Date Card B-1. Date Card B-1 Date FINAL ans -OK except #'s Ext. eps-Door & Sidelight Protection -Landings 6 zits -Size -Number -Placement rnace; Vents-Cle nector- In Garage; ove Floor -Ducts -Meth. Prote ion uspen ed Cer rn - smic-Wires- e•Light & Mach. s 71. ood Panel; Int. & Ext. 7 s- earence-Comb. Air- onnector-P.R.V. Above Floor-Mech. Protection ec. & Mach. Equip. Listed Tor oca io - Yes 7 . c -Construction-Post-Caps 7&_FdK-Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor O Yes 7. isconnect, Electrical, Plu ing 79. ents arance to Openings a er e ; Disconnect, Electrical, Plumbing 81. ec. nm; . .I. Recept cle-Underground 8&-•6tase�lB'L�n-'s rrections from Previous Inspections - ric er ewer Connected -C/O to Grade -HD Approval nerg mpliance Certificate -Other Certificates ofing Certificate -Fire Rating Date�r?-7 Card B-1 f2%/fj Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy !me you visit the job site) MATHEWS READYMIX, INC. A SUBSIDIARY OF CENTEX CORPORATION ®� o POST OFFICE BOX 386 GRIDLEY, CALIFORNIA 95948 (916) 846.56431695.2117 - -- - — - - - August 8, 1994 Butte County - Building Division 7 County Center Drive- _ Orcville; California. 95965-3397 u �/ Attention: Mike Vieira RE: Building Code Violation Dear Mike; I would like to notify you that we completed the dismantling of the roof structure over our diesel containment. We have, also, removed the mobil home in question. This should satisfy Butte County's requirements as per our telephone conversation of February 11, 1994. Would you please send conformation of compliance after you have inspected the site. Also, we did apply for a permit on February 3, 1993, in the amount of $227.50. If there is any refund available, please send it with he confirmation notice. Thank you, and if you should have any further questions, or if we can be of assistance in any way, please don't hesitate to call. Sincerely, - William (Bill) Richter Plant Manager BR / 1 s s COUNTY OF BUTTE BUILDING DEPT AUG 1 5 1994 ' MA THEWS READYMIX, INC. / A SUBSIDIARY OF CENTEX CORPORATION ®� POST OFFICE BOX 386 GRIDLEY, CALIFORNIA 95948 (916) 846.56431695.2117 February 15, 1994 CtllfiiTl► OF 9UTTg BUlt QgVf3 OEPe7 Butte County - Building Division 7 County Center Drive -- -, Oroville, CA 95965-3397 - Atteil't�-:iori : Michael C . Vi a' .Lra, C. B. O - FiLi� r` RE: Building Code Violations - Warning Notice Dear Mike; - Regarding our conversation on Friday, February 11, 1994, I,am enclosing a copy of the eviction notice to the owner of the mobile home in question. We are also, as weather permits, beginning the removal of the roof structure over our diesel containment. This should be completed in approximately.thirty (30) days. These measures should correct the violations stated in your warning letter dated February 7, 1994. If you should have any further questions regarding this matter, please don't hesitate to call me at (916) 534-0880, and I will be glad to be of assistance. - _ Thank you. Sincerely, William (Bill) Richter Plant Manager ry MATHEWS READYMIX, INC. A SUBSIDIARY OF CENTEX COPPOPA TION ® o POST OFFICE BOX 386 GRIDLEY, CALIFORNIA 95948 (916) 846-56431695-2117 FEBRUARY 11, 1994 CHESTER McKIBBEN 4290 PACIFIC HEIGHTS ROAD OROVILLE, CA 95965 DEAR MR. McKIBBEN; MATHEWS READYMIX, INC. HAS BEEN INFORMED BY BUTTE COUNTY OF" PERMITTING PROBLEMS CONCERNING YOUR MOBIL HOME LOCATED AT OUR PLANT ON PACIFIC HEIGHTS ROAD, IN OROVILLE, CALIFORNIA. AFTER REVIEWING THE PERMITTING REQUIREMENTS, MATHEWS HAS DETERMINED IT IS.NECESSARY TO REQUEST YOU TO VACATE SAID LOCATION.. PLEASE LET THIS LETTER STAND AS A FORMAL NOTICE TO REMOVE YOUR MOBIL HOME AND OTHER PERSONAL PROPERTY FROM THE LOCATION PER ARRANGEMENT WITH BILL RICHTER. MATHEWS READYMIX, INC. WILL ALLOW YOU UNTIL JUNE 11, 1994,.TO VACATE THE LOCATION. IF YOU HAVE ANY QUESTIONS, PLEASE DO NOT HESITATE TO CALL. SINCERELY, DON LLIO VICE PRESIDENT/CONTROLLER DE/lss 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 February 7, 1994 Mathews Readymix Inc. P.O. Box 386 Gridley, CA 95948 RE: Building Code Violations A.P.#035-34-0-044 Pacific Heights Road, Oroville Gentlemen: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy.notice dated June 16, 1992 notifying you .that you are in violation of the BCC at the above -referenced location. As of this date, the following violations still exist: (1) Failure to obtain the required permits, inspections and approvals from this office for construction ov cover over fuel tank in violation of the 1988 Uniform Building Code as adopted by Section -26-1 of the Butte County Code as follows: (a) Section 301(a) Permits Required (b) Section 305(a) Inspections Required (c) Section 305(d) Inspection Approval Required before Use or Occupancy (2) Failure to obtain the required permits, inspections and approvals from this office for installation of mobilehome in violation of the Mobile - home Parks Act of Title 25, California Code of Regulations, adopted by Section 28A-1 of the Butte County Code as follows: (a) 1324 -Permit Required for Mobilehome Installation (b) 1326 -Inspections Required for Mobilehome Installation The above violation(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Letter to Mathews Re.adymix Inc. RE: Building Code Violations A.P. #035-34-0-044 Page 2 February 7, 1994 Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact Scott Rutherford or Michael C. Vieira in this office at the address or telephone number listed above. MCV:dms Si cerely, M' ael C. Vieira, C.B.O. 'Manager,•Building Inspection Note to File 10 February 1994 RE: APN: 035 340 044 Mathews Readymix Bill Richter was in today regarding 10 -day letter, dated 7 February at the above referenced location. They have decided to evict the occupant of the mobile home and remove the mobile from the site. Additionally, they will remove the fuel tank cover. Bill will provide a copy of the eviction notice for our file next week. He indicated that the mobile home and fuel tank cover should be removed in 60-90 days. Mich el C. Vieira Manager, Building Division ?RCCF CF S-2-2.`1CZ BY Ni42'i.. I am over t e age of 12 and aac a party cc chis taus.-. r am a resident of and emplo7ed in the cou :c? where the maiIir.- •.0Building Division occurred. My business address is Dgpartment f Development Services ri County eater Drzve California• Oroville, a 95965 I served the foreSoi.ag SECOND NOTICE VIOLATION LETTER .(A.P. #035-34-0-044) by enclosing a true copy is a sealed envelope and depositing said envelope in the United States mail with postage fully prepaid on 7th. of Fahru LLL ?? 94 and addressed as follows: Mathews Readymix Inc. P.O. Box 386 Gridley, CA 95948 20 �i I declare under penalty of rerjurl under the laws of .._ i the State of Call=ormia that the foreaoing is true Z=d correcr. 23 I and that this declaration was executed on 2/7/94 24,I ac Orov;iiA California. 25 i 2g ILA Mich el C. Vieira, C.B.O. Manager; Building Inspection / J 9 3 Gum ��.✓ - (2W 2 D E(f- 73 Sanitation and plot plan approval neaiun ueparumenu. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Certificate of Workmans Compensation Insurance. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Other Should you have any questions concerning the above, please contact of this office. Yours very truly, MCV:ahb Michael C. Vieira, C.B.O. Manager, Building Inspection June 16, 1992 Mathews Readymix ' P.O. Box 386 Gridley, CA 95948 RE: Building Code Violation A.P. #: 35-34-44 Pacific heights Road, Oroville Gentlemen: This is a warning letter to notify you that you are in violation of the Butte County Code at the above referenced location as follows: Failure to obtain the required permits, inspections and approvals from this office for constructing cover over fuel tank and installing mobile - home. Since permits and inspections are required for the above work, please contact this office within :ten (10) days of the date of this letter, submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. Please be aware that Butte County has entered into a Code Enforcement Program that seeks voluntary compliance with the Butte County Code but provides an effective means of enforcement if such compliance is not obtained. If voluntary compliance is not obtained, enforcement will be 'pursued through the issuance of citations, fines, and the recording of a Notice of Violation. Your cooperation in "resolving .this matter would be appreciated. Should you have any questions concerning this matter, please contact Rod Taylor or Jim Glander of this office. RT:dms cc: Assessor Building Inspector Yours very truly, William Cheff Director of Public Works 0rEgi►3AigrIe'd J. F Glmndw J.F. Glander Manager, Building Inspection COUNTY OF BUTTE DEPARTMENT .OF PUBLIC WORKS 1469 Hur?rboldt Rbad, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 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 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. Uf 12 Leo�2 UAL Date 4-f'e7,A--) —/ Inspector REV 11/91 COMPLAINANT ADDRESS: PHONE NUMBER: OTHER COMMENTS: .— . / I MASONRY WALLS N E S W 1 st Lift 2nd Lift 3rd Lift 4th Lift NO SES , r t t . s1 COMMERCIAL 1 S _ +. 035-340-044 0 1 -1332 �! ' MATTHEWS READY MIX. l ~ 4290 PACIFIC- HEIGHTS RD.ORO If �rCON-T-R. T:M.-L-INC. C TANK COVER, METAL BLDG JOB FINALED inatal Signature 4 4 V=OK O=Not OK t - =Not Applicable COMMERCIAL - Not Reedy Date UNDUrLOOR (Plans) OK except s's 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report tg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Blockouts-Wrapped 6. Rei eel -Grade -Placement lab: Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe: Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except p's 16' Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. O.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except n's 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except It's 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. Fj.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 FRAMING (Plans) OK except k'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. (NOTE: An entry must be made each time you visit the job site) 4. s Y Date FRAMING (Continued) _ 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except M's 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel: Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic 0 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date dard B-1 Date Card B-1 Date Card B-1 Date Card B -1 - Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT.OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • '0roville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 01-133 �L ASSESSOR PARCEL NUMBER 035-340-044 ZONING R -C - BUILDING PERMIT OWNER MATTHEWS READY MIX TELEPHONE 534-0880 SO. FT. OCC. BUILDING VALUATION 999 CANO 11 100.00 . OWNER'S MAILING ADDRESS CONTRACTOR'S NAME T.M.L. INC. TELEPHONE CONTRACTORS MAILING ADDRESS -2944 HERITAGE RD. OROVILLE CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flina Fee $ 2 0.0 0 Permit Fee $1 39-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUIL.DINGADDRESS 4290 PACIFIC HEIGHTS RD. OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TANK COVER SPECIFY Each Trap 7.00 Solar or heat pump water heater 2 3. 00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U61ifies ❑ Installation ❑ Other M Describe Work: METAL BUILDING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR LE Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. _ OWNER -BUILDER DECLARATIO I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ,4Q I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' fmp6nsation insurance carrier and policy number are: Carriers /A /E 4%e Main Service 200A TO t000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a A. BUDS. CC SO 3.5QFT: Noµa�c'0 MULTI.ONCHUTLET 97,50 OWER APPARATUS 8 POW.. LE OURIT CIR. Ex. Occu OUTLET OR FOnVRES 20 @ t'00 BAL m ,50 Ex. Occup.. D DAP M.GE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provi �� X Date / — `{ —,!g S64iture of Applicant - ❑'Owner JI& Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 242.75 KAY Yj D FEESIM cDP PARCEL XPi HD su This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By V PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. D�a✓te J 410 Receipt No. JZ45 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 June 18, 2001 T.M.L. Inc. 2944 Heritage Road Oroville, CA. 95965 De artment of Develo �ent Services P P Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 035-340-044' Building Permit Number: 01-1332 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART - I Provide additional information and/or make revisions to plans,'specifications and calculations as follows: NON-STRUCTURAL COMMENTS: A"." Please provide clarification regarding the tank to be covered 2� Provide 3 Plot plans, signed by the person that prepared the plans. A FEMA Flood Elevation Certificate prepared by a qualified professional will be necessary for this structure. Obtain a permit from the State of California Reclamation Board. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. Complete and return the enclosed Hazardous Materials Form. 2'. Balance of Building Permit fees will be determined when the above items have been received and reviewed. ,,V Sanitation and plot plan approval is required from the Butte County Environmental Health Department. _4 Contact the Butte County Planning Division to obtain approval for Use and Parking. 1 of 2 ,! Contact the Butte County Land Development about Improvements, Drainage, and Legal Parcel requirements. <6._,�rovide a detailed letter of intent for proposed building use. If you wish to discuss any non-structural requirements in PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Glenn Gibbons ICBO Certified Plans Examiner 2 of 2 Gibbons, Glenn ` From: Severin, Vance Sent: Wednesday, June 13, 2001 12:14 PM To: Gibbons, Glenn; Fogel, Doug; Johnston, Mary Subject: Clearance Request for Above Ground Tank Cover, Matthews Ready Mix, Hwy 70, Oroville I received a phone call from Jim Tiehm, contractor'(pager: 871-8431), about a "clearance" for the above mentioned project, to construct a cover over an existing above ground fuel storage tank (AGT). Mr. Tiehm indicated that he had been advised by Glenn Gibbons that a clearance from Environmental Health would be required. He also said he contacted the Environmental Health office in Oroville, and was referred to me at Chico EH. Since this office does not have septic records for the south county area; we cannot review a routine "sanitation clearance" request for this project. Environmental Health does not perform AGT construction plan review or inspections to address spill or leak prevention issues. The California Regional Water Quality Control Board, Redding office (224-4845) is the lead agency for AGT Spill Prevention. Controll and Countermeasure (SPCC) plan oversight. I contacted Phil Woodward, supervisor at the Redding office advised me that the Water Board does not review construction plans for AGT covers. He also indicated that Eric Rapport (same phone number) is the lead person for AGT issues in Butte County. It does not appear a RWQCB clearance is necessary for the proposed cover. Please follow-up with Mr. Tiehm to clarify if a sanitation clearance from the Oroville EH office is needed. Thanks,Vance r AA��O:ADYMIX, INC. • October 5, 2001 TO: Butte County Building Department From: Don Elliott Subject: Building permit - This letter is in regards to the construction. permit for our plant on Pacific Heights Road in Oroville. The intent of the construction is to meet requirements under our Spill Prevention Control and Counter Measure Plan. The concrete containment area needs to be increased, and a roof structure placed over the containment area. The approximate size of the diesel tank is 10,000 gallons. If any question, do not hesitate to call. - Sincerely, Dor iliott VP/Controller DE//kp . . ... ser ,_- - .. .. s iJ. .. w.- '- .� • t,".... - "PROVIDING A SOLID FOUNDATION" POST OFFICE BOX 749 • MARYSVILLE, CALIFORNIA 95901 • (530)749-6525 • FAX (530)741-8313 Q.C. LAB 899-9668; YUBA CITY 671-2400; CHICO 893-8856; OROVILLE 534-0880; ANDERSON 365-0191 RECEIVED 12 2001 BUTTE COUNTY BUILDING DIVISION EC BDi?f.RMITS !D:916-653-5205 PUG 27'01 10.03 ��M1�I�OM.1 mAnaiwti jowm jo luetu edSo . luga4>zuaW pooh p uolsIAIQ (woopeds) sMnpejj J048M `9jvp0W ► J "U*6 'OPM4 IIN"es riTai 00Z i �S� l.aWS99 (91s) is aw pevev`ruogewb Illus my%# TIDA it .41" 0548 rn,opd sup ftw*m twills" ie '£ I -wo We) to emmomw lIBMI jo;ue<arpedea go jo uorl� uoqoedsul Paoli eIt 4t1ou It,= noA _q •snOsInbeJ �►b �41IeRD IWUO WUMPW3 elW(4{Pa ARES C4 JO serau969 ImI PUC AM `IAM peuJecjo p wa; uonv2potpme ufe;go of elq+euodeeu eq pe4e Roll -C I*W u! UIGWW I1e49 9999E 'ON lluugd XVAJO VMIRPM0 OW 9V -Z -uc%wWpow peeodeA MA ;a MGM a se into Wl�w loin m foo id Purr poloid dAWVwg °eeAel "at softwup Aue uoy ejCMuod9W 04 IR49 rloA -� :molpj9e eje paoidde a Jo.suoWP M OULL -(Dtetpoo) aogg "L'£ tel' ►o JMM. AMA ul pqMpqft duo* Wjw IW? 'S L }snBny uo pleoo uOPwePeV 04110 JML4&J3 sqa 'Agq1ejg •.L s •jw Aq (teu6m) PGADJdde aw `uolxwaM 41 PU9 $ WCS 'J9Ald Je d QA 10 VAq lief 941 uo eWO WOWUMUCC MS W4 j09J w9ow 6lo w pus noel Z llle owixoidde Aq V94 WWIP DO" "puna ftp :11*1u1'M6lp'3 UC* allPPCO 84110 048,04 " PUE09 of VwbW JppA 4plia *4w Woo E1 10696 S.Wawo IoILWAkeW eft X"MW ON WIG u60 In 4z fit wdnv •Ese is�ai 6000-Siib6 Vo '0LN3RVV:)VS Scorve Xas •o•q '1a;jdLe M1NIN 9 t v I SaorlrloS3>:4 ldSjvm :jo 1N3WlH%fd3Q A NBflM SIMMOSIIi !HS OiNYb�!1db AG 91ai8 - % • • BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT .....,_.._.HAZARDOUS MATERIALS AND EMMISSIONS. QUESTIONNAIRE (A Building Permit. can not. be, approved without this completed form.) BUILDING PERMIT NUMBER D� - 13JZ APN 03-57- 3_5V_ -010f Firm Name 14TItrw-f knot y14-Zx Address q2 570 &CX 61M fl 44 6n6, Nature of Business R94 -JYAfZ ° CDAI�, Contact Person .b0� �44Z- r Phone 1. Does yo r.. 'usiness or that of your tennants handle, store, or transport hazardous materials? Q NO AYES J- 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? } ❑ NO VYES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916 AJW) 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 school site? NO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air -pollutants; e.g., dust, soot, odors, fumes, vpors, or other volatile compounds? ❑ NO AYES IF YES, contact the Butte County Air Pollution Control Distri (916-891-2882) for permit requirements. Owner or Authorized Company Representative ignature) (Date) BCEHD BCAPCD The app !i met or is meeting the applicable requirements.of Section 25.505,- 25533, 5505,25533, 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 �--� Date J BCAPCD Signature PM� --•r---o11 Date /0 - y ' UO WHITE- Building Dept ❑ YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. • • w%l I I c ut aAR I HENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center, Drive • Oroville, California 95965 - Telephone (530) 538-754 (Rev.12j3t3) ' APPL,ICATIONA•.N®YpERMIT �—� 3 PERMIT NO As9ESSOR PARCOL NUMISER o` ©3S' D' mF.NG -- BUILDING0 ii, PEgMIT owNlR (,� . TlLm►10N! D„I,�s MAILING ADORtso �^ 1 �`� S0. FT. OCC. BUILDING.. VALUATION ,1 CONTRACTOR•s NAM! O / rM . L,. T OONTRAr.T'OR7 MAILING� rs NG ' l�SZ 2 r� CONSTRUCTION LENDER LENOFA'I MN{NO ApORl89 •- - Fire Ince ARCHITECT ORENOINEEA ucENse No. Total Valuation E. ARCHFiling Fee S r.-ccr oR E�+GneEn•9 M"aiNG ADDRess - 20.00 Permit Fee s EUAD-10 AooRE99 Plan Che -kin 'Fee $ v G 1 C 2 1 Energy Plan Checking Fee s ICT NO. SUBOAIgION9NAME - PARCEL - MAP PERMIT FEE S Z ' PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 SF O Duplex ❑ Mobilehome O Other � ,� JG Co CJ I? Solar o< heel um water heater 0 sPscsr Water pipin 15.00 TYPE OF WORK Each as water.heater or t 15.00 New O Addition ❑ Re716 el ❑ Utilities Installation ❑ Other Ij9l Gas I in s - 5 outlets 15.00 I Buildin s � 15.00 Describe Work: A Mobi ome S G W 020.00 PERMIT FEE E ELECTRICAL PERMIT Filln Fee 20.00 Main Service 1 '10111 200A OR LESS 23.00 Main Service 200A TO I000A O CONST. OWELUFq OCCUR OR ADDNs. i ACC. OWS.3.5C�°. • NON•RESIO. MULTFOUTLET POWER APP @7.50 A SNOL,E O CIR. EX. OCCu R FocnlREs 20 0 t.00 O AP". OR 9A1. .00 t i Ex. Occu ovr�s E.SIO Ew 5.00 1 To or Service 23.00 1 Mo Home Facilities 20.00 �^ • . sc. Wirin 23.00 -75 PERMIT FEE S *PERAAIT FEE PAID ' Z� MECHANICAL PERMIT Filin 0.00 SRAHeatin I - Coolin SHERIFF Hood 8.50 OTHER Ventilatio • � PERMIT FES i Mobile Home Installation Fee S Energy Inspection Fee S OCC CONST. TYPE AMOUNT RECEIVEb Z�¢�� SHAZ TOTAL FEES Z "7 0. FEES IMP FLOOD COF PARCEL PO w ssuE This permit is hereby Issued under the applicable provisions �. of the Butte County Code and/or Resolutions to do work "RECEIPT N ,Vnf. SER 2-q / Indicated above for which fees have been pad. 1�b * TO BE PUT., INTO COMPR By •UTEDate PERMIT EXPIRES ON h I .r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT APPLICA TION DA TA SHEET OWNER: do"),_ 11 ASESSOR PARCEL NUMBER: Pi `7TL10 04141 Proposed Building Use: C a , i p y Building Inspector: Date: e�2 , q. Q I At time of permit application, I wal a wised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 111 ii ems have been submitted.------------------------------------------------------------------------------------- IPlot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ la – f –o l 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- azardous Material Form.------------------------------------------------------------------------------------------ i5 - Manufactured Home data and installation instructions including Tie Down Specifications -------------------- --Fees ------------------.Fees of $ ----------------------------------------------------------------=-------------------- 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- California Department of Forestry plan approval/fees. --------------------------------------------------------- W.Flood elevation certificate. ----------------------------------------- ----------------------------------------------- - Sanitation and plot plan approval Health Department. -------------------------------------------4–C ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- $9. Planning approval for (A) Use: ti3 (B)Parking: N A, T-�Contact Land Development about P -Improvements, Drainage, Eflegal Parcel. ----------------------- OEncroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ---- 0 22. Workers' Compensation carrier and policy number. ---------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - ------ 024. Letter of signature authorization. ------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------ ❑26. Letter of intent on building use. --------------------------------------------------- ❑27. Manufactured Home utility clearance. -------------------------------------------- ❑28. Existing violations and/or expired permits. -------------------------------------- 1129. 0433 A, ❑Grant Deed, ❑ M.H. Tale, ❑ Check to H.C.D $, 1130. Other: When you issue the ermivrocess as follows ❑ Mail to owner, 0101f' it to contractor. Telephone`] � 7 Z and hold for pickup at Of (' office. ❑Deliver with ector. tK�7- zZ ue7- /Z�vi� w ��/���/ P. /7:ApplicaDate.,/ SiPL401—tution Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: 1 Li bPlan Check List 2. Additional items required: ontrac 'gner, owner, was advised of the above required data by ❑ phoneXmail, ❑ Building Division counter, by Date: jrg__�j Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on ho@7mo Plan Cabinet,)rA.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Sefvi&es, Building Division. This Permit is issued to: STATE OF CALIFORNIA THE RESOURCES AGENCY THE RECLAMATION BOARD PERMIT NO. 16662 GM Mathews Readymix, Inc. Post Office Box 386 Gridley, California 95948 To enlarge an existing 51 -by -19 -foot shop building on the left bank of the Feather River. The project is located southwest of the City of Oroville approximately 1 mile downstream (south) of the intersection of State Highways 162 and 70. Section 24, T19N, R3E, M.D.B.&M., Feather River, Butte County. NOTE: Special Conditions have been incorporated herein which may place limitations on and/or require modification of your proposed project described above. The Reclamation Board, on the day. 19_, approved this application and the plans attached thereto. Permission is granted to proceed with the work described in this application, which is incorporated herein by reference, subject to the following General and Special Conditions. (SEAL) Dated: DEC 9 MIS GENERAL CONDITIONS: General Manager ONE: This permit is issued under the provisions of Sections 8700 - 8723 of the Water Code. TWO: Only work described in the subject application is authorized hereby. THREE: This permit does not grant a right to use or construct works on land owned by the Sacramento and San Joaquin Drainage District or on any other land. FOUR: The approved work shall be accomplished under the direction and supervision of the State Department of Water Resources, and the permittee shall conform to all requirements of the Department and The Reclamation Board. FIVE: Unless the work herein contemplated shall have been commenced within one year after issuance of this permit, the Board reserves the right to change any conditions in this permit as may be consistent with current flood control standards and policies of The Reclamation Board. SIX: This permit shall remain in effect until revoked. In the event any conditions in this permit are not complied with, itmay be revoked on 15 days' notice. SEVEN:: It is understood and agreed to by the permittee that the start of any work under this permit shall constitute an acceptance of the conditions in this permit and an agreement to perform work in accordance therewith. . DWR 3784 (Rev. 9/85) (over) p �``V VA, EIGHT: This permit does not establish any precedent with respect to -any tither npplication received by The Reclamation Board. NINE: The permittee shall, when required by law, secure the written order or consent from all other public agencies having jurisdiction. TEN: The permittee is responsible for all personal liability and properly dnmage which may arise out of failure on the perform the obligations under this permit. If any claim of linhilit perrmttee's part to United States of Americo, a local district or other maintaining i Kenmes a agni a officers. tte of California,r eor any oeN thereof, a permittee fhnll defend and shall hold each of them harmless from each claim. ELEVEN: The permittee shall exercise reasonable care to operate and maintain any work authorized herein to preclude injury to or damage to any works necessary to any plan of flood control adopted by the Board or the I.egislature, or interfere with the successful execution,' functioning or operation of any plan of flood control adopted by the Board or the Legislature. TWELVE: Should any of the work not conform to the conditions of this permit, the permittee, upon order ofThe Reclamation Board, shall in the manner prescribed by the Board be responsible for -the coat and expense to remove, alter, relocate, or reconstruct all or any part of the work herein approved. SPECIAL CONDITIONS: THIRTEEN: All work approved by this permit shall be in accordance with the submitted drawings and specifications except as modified by special permit conditions herein. No further work, other than that approved by this permit, shall be done in the, area without the prior approval of The Reclamation Board. FOURTEEN: The permittee shall notify the Department of Water Resources by telephone, (916) 445-6386, at least ten working days prior to start of work. FIFTEEN: Cleared trees and brush shall be completely burned or removed from the floodway, and downed trees or brush shall not be allowed to remain in the floodway during the flood season from November 1 to April 15. SIXTEEN: Stockpiled material, equipment, and temporary buildings shall not be allowed to remain in the floodway during the flood season. SEVENTEEN: The proposed structure shall be properly anchored at all times to prevent floatation into the floodway in the event of high water. EIGHTEEN: The flowage area shall be restored to at least the condition that existed prior to commencement of work. NINETEEN: The State of California shall not be held liable for any damages caused by operation of the flood control project or by.releases of water from. storage reservoirs. TWENTY: The permittee may be required at his/her cost and expense, to remove, alter, relocate, or reconstruct all or any part of the permitted work if removal, alteration, relocation, or reconstruction is necessary as part of or in conjunction with any present or future flood control plan or if damaged by any cause. TWENTY-ONE: The permittee shall maintain the project works within the utilized area in the manner required and as requested by the authorized representative of the Department of Water Resources or any other agency responsible for maintenance. �V• STATE OF CALIFORNIA—THE RESOURCES AGENCY THE RECLAMATION BOARD 1416 Ninth Street, Room 1148 Sacramento, CA 95814-5509 (916) 653-5434 FAX: (916) 653-9745 Permits: (916) 653-5726 FAX: (916) 653-5805 Permit No. 16662 GM Mathews Readymix, Inc. Post Office Box 386 Gridley California 95948 PETE WILSON. Govemor December 9, 1996 ., t . 411l _ h U Enclosed is your approved Reclamation Board permit. Under Condition Four of the permit, you are required to accomplish. the work under the direction and supervision of the Department of Water Resources. Therefore, you must advise the Department at 3201 "S" Street, Sacramento, California 95816, telephone (916) 445-6386, at least 10 days prior to starting work. An addressed postcard is enclosed for your convenience. Please note that your permit describes the work you proposed in your application. However, this permit is subject to 12 standard conditions and contains special conditions which could place limitations on or require modifications to your project. Therefore, you are advised to read all conditions prior to starting work. This permit does not relieve you of the responsibility for obtaining authorization from any other concerned State, local, or federal agency for your proposed project. The start of any work under this permit shall constitute an acceptance of the provisions of the permit and an agreement to perform accordingly. If you have any questions, please contact me at the above address or .telephone (916) 653-0402. Sincerely, V I -Ming Cheng P.E. Floodway Protection Section Enclosures cc: Navigation and Flood Control Unit CESPK-CO-O Sacramento District U.S. Army Corps of Engineers 1325 J Street Sacramento, California 95814-2922 OOBREAKOO OONV38900 INFO"A. 'TION SHEET I FILEiDOCUMENT TITLE SHEET Produced .b-,% DataBank ISI of Calitomia 1 y 'Y�y �ia,t�C �y • �!d lYlb � �T + yy.` a"«.1R�1 ".�.T� MINING AND RECLAMATION PERMIT BUTTE COUNTY BOARD OF SUPERVISORS DATE (Registered Mail receipt) 86-38 PERMIT NO. AP 26-16-47. ASSESSOR'S PARCEL. NO. Pursuant to -the provisions of Chapter 13 of the Butte County Code and the special conditions set forth.below: Gordon Mathews, Mathew Ready Mix is hereby granted a Mining Permit in accordance with application filed: 1/30/87 to allow gravel extraction and a processing plant on a 51 -acre site for up to 50 years on property located approximately 1-1/2.miles west of State Highway 70, along the Feather River and seven miles south of Oroville, 3/4 mile south of Palermo Road, 1/2 mile north of Power House Hill Road, south of Oroville and, as a condition of approval, to provide for the reclamation of this mined area in accordance with the approved Reclamation Plan on file. 1. As a condition of approval for the permit or.the reclamation plan, or both, periodic inspections of the site by the public works department shall be made to evaluate continuing compliance with the permit and the reclamation plan. 2: The Public Works Director may suspend -the permit for a period not to exceed fifteen (15) days where continuation of a violation will adversely affect the.public. In the event of a suspension, or should the Public Works Director request disciplinary action, the Planning Commission shall immediately set a hearing thereon with not less than five (5) days' notice to the.operator: The Planning Commission, after completion of the hearing, may suspend or revoke the permit, or modify the permit, or�may place the' operator on probation should the violation found to exist be -of a serious nature, adversely affecting the health and- welfare of the residents of the County. 3. Upon a finding by the Planning Commission that a supplemental guarantee for the reclamation 'of the- mined land is necessary, a reasonable surety bond, lien on the property or a portion thereof, or other security conditioned upon the faithful performance of the reclamation plan shall be filed with the public works department. SPECIAL CONDITIONS:. 1. State permits required: Encroachment permit from Caltrans; discharge permit from Caltrans.; discharge permit from Regional Water Quality Control; water rights permits from State Water Resources Board. 2. Local permits: Authority to construct from Air Pollution Control District; Butte County Mosquito Abatement; Environmental Health; Butte County Public Works; California Department of Forestry. 3. Pond slopes to be no steeper than 2:1 above groundwater; 1:1 below. D 4. Engineer ponds to carry design capacity 4 100 -year rainfall. 5. Settling Ponds to maintain 2 ft. of freeboard.at all times. 6. Settling ponds to be constructed .and lined with an impervious material (clay, etc.) 7. Settling ponds to be designed and installed as approved by Department of Public Works. S. Settling ponds, plant equipment, structures and facilities to be located above the floodplain. All information deemed necessary by the Director of Public Works to'prove the condition has been met will be submitted prior to issuance*of final building permits. 9. Install a bag house or high-pressure low-volume mist system to collect dust at crushing, screening and transfer points. 10. Regularly water work sites and haul road to minimize dust. 11. No flocculants permitted. 12. Underground diesel storage tank, or install tank above ground on an impervious surface surrounded by a berm sufficient to contain the tank's contents. Tank to be installed above the floodplain. Any other flammable material must be stored underground. 13. Revegetate site with riparian species under the direction of responsible State agencies. 14. Install security fence along north property line, and 50 feet along the west and east property lines. D 15. Contribute a fair share towards the cost of installing a left -turn lane between the old Bargain Lumber site and just south of Palermo Road and erect warning signs per Caltrnas'approval and a truck crossing sign per Caltrans approval. 16. Sediments collected in the settling ponds will be removed. 17. Water to be supplied through a deep well, cased to exclude river and underflow waters. 18. Well to be installed under permit and inspection by Environmental Health. 19. A minimum 100 -foot buffer shall be maintained between the mining pit and the Feather River channel. 20. Power lines to follow the south side of the existing access road. from Highway 70 to the plant site on State lands. 21. Prior to Butte County signing the Mining Permit, applicant to submit a $25,000 performance bond to guarantee'.the conditions of the Mining and Reclamation Permit through the life of the project. The performance bond shall be reviewed by -annually and may be increased or decreased in accordance with the "Engineering_News Record Construction Cost Index." (ENRCCI) 22. Performance bond to be held until the site is completely reclaimed: and applicant has applied for a General Plan Amendment to Public and Rezone to Resource Conservation. 23. Access road to be paved with asphalt cement concrete surface or equal with appropriate aggregate base and subgrade in accordance with the Department of Public Works specifications from Highway 70 to three -tenths of a mile west. 24. Secure approval of a General Plan Amendment to Industrial, Rezoning to M-2, and Development AGreement prior to validation of the Mining Permit. 25. Hours of operation from 5:00 a.m. to 9:00 p.m., Monday through Saturday, and may be extended if a local emergency is declared'by the Board of Supervisors. 26. Construct a berm along the.access roadway to minimize headlights from intruding into the mobile home park. 27. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. 28. No blasting will be allowed. 29. Comply with Fish and Game leave. I hereby declare that I have read the foregoing conditions, that they are in fact the conditions which were Imposed upon .the -granting of this mining permit, and that I agree to abide fully by said conditions. DATED: APPLICANT .R 18. Well to be installed under permit and inspection by Environmental Health. 19. A minimum 100 -foot buffer shall be maintained between the mining pit and the Feather River channel. 20. Power lines to follow the south side of the existing access road. from Highway 70 to the plant site on State lands. 21. Prior to Butte County signing the Mining Permit, applicant to submit a $25,000 performance bond to guarantee'.the conditions of the Mining and Reclamation Permit through the life of the project. The performance bond shall be reviewed by -annually and may be increased or decreased in accordance with the "Engineering_News Record Construction Cost Index." (ENRCCI) 22. Performance bond to be held until the site is completely reclaimed: and applicant has applied for a General Plan Amendment to Public and Rezone to Resource Conservation. 23. Access road to be paved with asphalt cement concrete surface or equal with appropriate aggregate base and subgrade in accordance with the Department of Public Works specifications from Highway 70 to three -tenths of a mile west. 24. Secure approval of a General Plan Amendment to Industrial, Rezoning to M-2, and Development AGreement prior to validation of the Mining Permit. 25. Hours of operation from 5:00 a.m. to 9:00 p.m., Monday through Saturday, and may be extended if a local emergency is declared'by the Board of Supervisors. 26. Construct a berm along the.access roadway to minimize headlights from intruding into the mobile home park. 27. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. 28. No blasting will be allowed. 29. Comply with Fish and Game leave. I hereby declare that I have read the foregoing conditions, that they are in fact the conditions which were Imposed upon .the -granting of this mining permit, and that I agree to abide fully by said conditions. DATED: APPLICANT DIRECTOR OF PUBLIC WORKS CC: Planning Department Department of Public Works (2) State Geologist N iiiii 111111.11111111111 lill iiiii iiiiii 11111111 lill lill OOBREAKOO OONV38900 III lill 1111111111111111111 lill 111111111111111111111111 INFORMA TION SHEET FILE/DOCUMENT TITLE SHEET 35- 3qq4 Produced b,, DataB.ank INMX of California \k\$ � �\ `� ' w 9 ' � :� % �\ MA THEWS READYMIX, INC. A SUBSIDIARY OF CENTEk CORPORATION POST OFFICE BOX 386 GRIDLEY, CALIFORNIA 95948 (916) 846.56431695.2117 August 8, 1994 Butte County Building Division 7 County.Center Drive Oroville; California 95965-3397 Attention: Mike Vieira RE: Building Code Violation Dear Mike; I would like to notify you that we completed the dismantling of the roof structure over our diesel containment. We have, also, removed the mobil home in question. This should satisfy Butte County's requirements as per our telephone conversation of February 11, 1994. Would you please send conformation of compliance after you have inspected the site. Also, we did apply for a permit on February 3, 1993, in .the amount of $227.50. If there is any refund available, please send it Witt. the confirmation notice. Thank you, and if you should have any further questions, or if we can be of assistance in any way, please don't hesitate to call. ILI Sincerely, "IZZ 9xz=- William (Bill) Richter Plant Manager BR / 1 s s COUfM OF BUTTE BUILDING DEPT AUG 15 1994 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 � 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER r r PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. zii Z14 Date J Inspector REV 10/9 021,'11;2002 MON 09:09 FAX 530 342 1768 BCM Construction Le002:'002 2-10-202 1 :40PM FROM SHELLY KISLER• ARCH 9'LS 221 3985. A:. - P. Kibler Kibler, AROUTECTt M 5NGW$T ING K2 A&E job No. 253 February 9, 2002 BCM Construction 1560 Humboldt Road, Suite I . Chico, CA 95928 A(M., Dave Anderson Subject: Mathews Deady Mix. Ororille Dear Dave: The anchor .bolts for the above project. may :be threaded nod installed with Simpson Set Epoxy instead of the. specified cast-in:place.,•bolts. 71,,e threaded rods should be embedded a mininium of 12" into the footing. a4should be installed per the instructions Provided in 1CB0 ERO 5279. If there Bra any questions regarding this matter, please call rre at ?26-0566. Sincerely, praoEN•®�,t 6... �0 X- Robort Kibler, FE 55740 2051 Hititop Drive; Suite A2 Redding CA 96002 ?hone (S30} =6-0566 Fax {530) 221-39135 k2ae Co3 annwcaest.ret COUNTY OF BUTTE- DEPARTMENT OF•DEVEWPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541/,1 PERMIT -NO. APPLICATION AND PERMIT 1 ASSESSOR PARCEL NUMBER 035-340-044 ZONING BUILDING PERMIT OWNER m *''`T j S READY 11IX MAT Thn TELEPHONE SO, FT, OCC. BUILDING VALUATION 1020 -�8- 3.60: 00 OWNER'S MAILING ADDRESS 4290 PACIFIC HEIGHTS RD CONTRACTOR'S NAMETELEPHONE TML INC - Yn ' 589-1529 CONTRACTORS MAILING ADDR SS- tJ) a Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee 34-10 $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMITFEE $ PLUMBINGPERMIT Fling Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADD SHOP —�- Mobile Home I S I GI W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service a OV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I( affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 16 Lic. No. 3 3 G / p 9 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR . OR ADDNS. ( a ACC. BLDS. SO ) 3.52 Fr. NEW CONST. MULTI -OUTLET NOWRESID. ( BRANCH CIRCUITS ) 97.50 ( PSINGOWER APPARATUS ) 8 LE OUTLET CIR. Ex. Occup. ( OUTLET OR FDCTURES) 20 Q 1.00 aAL 50 Ex. Occup. FIXED APPWS. OR p. ( OUTLETS (RESID.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. `fel 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: CarrieSA Y �a�� (,y A9,a /.Z: S Policy Number 272 - t4 Al -3E3 - 725 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.)cc ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply witht visions. �i // Date ,(��L 24, nature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in h ight. MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ 3 CONST TY E T AL FEE $ j� Hyl D. FEE IMP LO CDF P EL ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B /`v41 — ate l y PERMITEXPIRESON (Date) ReceiptNo. B l 5 % WHITE-D.D.S.-B.D. CANARY -A SESSO PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE OF OCCUPANCY This building has been'constructed and completed in accordance with 'Building Code under permit' nutuber the requirements of the Uniform 96-2454— for the following: Use Classification SLOP/CoM. l Address or Location 4290 PACIFIC HEIGHTS RD OROVIL'ih Group S3 occupancy; Type IIN construction. It is hereby certified for the occupancy described above and may be occupied.Director of Public orks Date 2/13/97 by POST IN A CONSPICUOUS PLACE (Over) �.�; `:1;�'P`' ..:�i'r`�:Tr.'t� "�.gi�i-�,•s., ,i;:r��rA-r. :.rr,.:,�r•ii+."w.-=':,r.._ rv.,,,, -- - .. �COUNTYOF BUTTE - DEPARTMENT OFOLVEOPMENT SERVICES -BUILDING DIVISION i 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 J PERMIT APPLICATION DATA SHEET OWNER oM A--r-r ' `4 % Al. P. No. dam' - 01 ` r Proposed Building Use .Yf/C_p1>/J , 'Building Inspector At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: j DATE RECENED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. . .....1.,�........... -� 3. Complete plans, 3/4 sets, signed by preparer of pians. ...................... Z 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ..:....::::. . u 5. Hazardous Material Form. . 6. Energy Design Compliance and supporting documentation. 1 1521�: 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 d t d manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ 0 ......................................... . 11. Impact fees as shown on attached. schedule. ...... r - 12. California Department of Forestry plan approval/fees...��e4f%rsr 13. Flood elevation letter (100 year flood) by California Engineer. ... . . ...440: .. . - - 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit. 16. ,Plot plan and business license ayproval from City ,of Biggs/Gridlleey. f 1 ^Planning approval for (A) Use: �/ (B)`Parking: ✓ (}.. . 18. Contact Land Development about. (A) Improvements (B) Drainage. ........... 9 L P14. 19. Driveway permit (construction approval required prior to occupancy). . . Freanspection requeis 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-Build'er'IV,erification (Given to owner I 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. ..... o + 27. Letter of intent on building use: F 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 checklist3•..................................................... 33. 34. When you issue the p it, ro ss as follows: Mail to wn r. Mail to contractor. t/ Telephone s"' hand hold for pickup at office. ,, Deliver with, inspector. Other Parcel Creation �� 'Acreage Applicant `` f Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date ---Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new iteAhe_t checUd above); t 1. Index permit for above items No. 2. Additional items required: 1 " T h Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, own ,was advised obove required data by _phone _ m7.2o?*,r Date Plans checked by Date Plans approved byDate Sets of plans on hold in File cabinet AP folder - Copy - Department of Public Works l t i E.H. USE ONLY — rPlot Plan Attached Floor Plan Att ched� Sent to B.D. I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Locafidh AP# Plan Approved for: Sewage Disposal Clearance for dwelling. Other ' Hold final for: Final clearance O.K. for: NOTE: Water Supply: Public Private Well• 3 5y> t jn P&j fl Q � baa, . /M(7,t Lj Environmental Health Specialist 8/96 16 -2� -5 U Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION. 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER A.P. # PROPOSED BUILDING USE DATE REC. # DATE REC rIl% 1. SCHOOL DISTRICT FEES �✓'c�1��►�l ! (paid at District Office) 2. SHERIFF FEES (paid at Building Division) Residential...:.. x =$ — unit amt. Commercial (sq.ft.). 10ab x 01 $ m.e,D — 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq.ft.). x =$ ' sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) 6. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of .permit application, I was advised the above fees are required to be paid prior to issuanceof the permit. APPLICANT DATE ,t .t _ :, • T.EL.�916=343-58L9, . •� i"e:b 10,9? : ��15�•��,:.fda.U�� P:U2� M f, f ... - � .. } � . :� � e - • r � � �) - �. r __ . • .. A 7(��] . .+ _ r � iC,BrtlflC�t@ �%� 1 •.1'U ' , � r , . ` y r y' '. �' THE. UNDfwf=CSiGNED MgNU�AC-TUREA MEf�EBY GERTIFI�� that the str:uctura! w�zJd prQuli�C#s ' � �,:�,ntifled below and marked with a collective mark• of ,Amer�ean Woad Systems {AVVS} were Fr'�enuf�etured �n accordance with.the specifications indicated below: �. . •� � _ _ ' � ,� ANSCSfandard A190.1-'1992 for Structural Glued Laminated Timber � - . _ � .. ) '• ; F � � _.��'rr��f I�.;,,d�c1 end ,;it.)1.r3i. �-.__._...� '. , . ..►ob Lt�tatloft � = Customp�'sartl�rNo. _„_ .��':?'`'nF _ Dat©� 1�--42—�L, 4i%-Ci::l�)�1 - � ' s3�nan,t��' ;��o rrt�.r�i�}�i:� ��, 'L'eahn _cal �ix,c�c:i:c�� � .�_ C�mpa�y4�'t�ttz;n�:�t.c� 'Incl. V�Zu�;}•:rS, �t:�x•eEstan 2?° :J<1�-�3h �� j�.�; I r f � . , � , • lT tS N��>:13Y ti=�TIF�iSD that tele structural glued (aminated timber production of the ;'above- " namt?d rrianttfacturer which carries a cailr?ctive mark of American Wood Systems SAWS} ie subject ' to rt:gu(ar audit by ArnErican Wood Systems, such audit. consisting of the inspection with ' reasonable frequency of the manufacturing process, with adequate s3mpli�g to verify the quality of . riutam c4nstrr`;ction and. tht3 adequacy of glue bantl.. . . .� � •r +►��ii i�,�,, v, A _ by /I�//4Vd ,, � . ,. rte. ,�, , " : Thomas G. Williamson+-- • � � - �. ..r ••" �xee;.ttive Vice President r . - • ,f''� �i ANG �4*� "�� - -M t, .. „ ' �_ ` . AMERICAN MOOD 5j'Sl'tMS''A FtCI,ATi[3<C�Fi �����'�- -�'' - _ , a »- - 4-. ` t�`1i ' . a - � � _ Y. ` - .,,.s ....�awMcw .,t . �- ..r..,.-.� �.-_T ^l^ -.-,.•r.. +*-�' -�'"` ti i 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 - OWNER PERMIT 1 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. r 0 r •, Dateo2 j j l inspector R REV 10/9 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-27.51 7 County Center Drive, Oroville, CA —(916) 5.38-7541 = 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE VIA afL\ewS Qr.LQ. VW; t 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. If) Pro uk Date /� 1 Inspector REV 10/92 I MATHEWS READ YM/X, /NC. _ GRIDLEY - OROVILLE ROAD • a POST OFFICE BOX 386 GRIDLEY, CALIFORNIA 95948 (916) 846-5643/695-2117 November 11, 1996 Butte County Building Division 7 County Center Driver Oroville, California 95965 Attention: Martha RE: BP # 96-2454 AP # 035-340-044 Dear Martha, We are currently requesting a building permit for an extension of our existing shop building. The specific use of this'shop is for minor truck repairs. If you should have any further questions, please don't hesitate to call. Thank you. Sincerely, Bill Richter Mathews Readymix, Inc. Plant Manager a4-agssy BR/lss 2 LIv� Nov 20 l) 19 BUT 96 Bt lil )2v Dj NTY VISION Bill Richter Mathew's Ready Mix P.O. Box 386 Gridley, CA 95948 Re: Shop Addition A.P. No. 035-340-044 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as necessary [x] Resubmit calculations with revisions as requested [ ] Return originally submitted material BUILDING DIVISION DEPARTMENTOF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (9161 538-2140 Date: 1/2/97 Permit #96-2454 Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:00 PM. Sincerely, cc: Michael Mooney 5 Madrone Avenue, Suite B Oroville, CA 95966 LAND CF NATURAL WEALTH AND BEAU Bill Richter Mathew's Ready Mix P.O. Box 386 Gridley, CA 95948 Re: Shop Addition A.P. No. 035-340-044 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as necessary [x] Resubmit calculations with revisions as requested [ ] Return originally submitted material BUILDING DIVISION DEPARTMENTOF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (9161 538-2140 Date: 1/2/97 Permit #96-2454 Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:00 PM. Sincerely, cc: Michael Mooney 5 Madrone Avenue, Suite B Oroville, CA 95966 STRUCTURAL PLAN CHECK LIST Permit Applicant: Mathew's Ready Mix .. Date: 1/2/97 Permit #96-2454 Mr. Michael Mooney's response letter and calculations addressing our plan check letter dated 12/11/96 has been reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: Provide a lateral analysis and design for the rear wall of the proposed structure that includes the lateral load from the existing structure. It is my understanding that existing structure will be attached to the proposed structure and that some existing post and beam supports will be removed. The proposed structure will carry lateral as well as gravity loading from,the existing structure. Martha Whitney will be checking the latest submittals for the information she requested in her plan check letter dated 11/04/96. She may have additional questions. Bill Richter DEPARTMENT OF DEVELOPMENT SERVICES Mathew's Ready Mix 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 P.O. Box 386 TELEPHONE: (916) 538-7541 TAX: (916) 538-2140 Gridley, CA 95948 Re: Shop Addition Date: 12/11/96 A P No 035-340-044 Permit #96-2454 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as necessary [x] Resubmit calculations with revisions as requested [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:00 PM. Sincerely, /j O George R. Kellogg Plan Check Engineer cc: Michael Mooney 5 Madrone Avenue, Suite B Oroville, CA 95966 STRUCTURAL PLAN CHECK LIST Permit Applicant: Mathew's Ready Mix Date: 12/11/96 Permit #96-2454 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: For calculations, provide who they are for (property owner), what structure they are for, where the structure is located and when they were performed. r/ Gravity & Lateral Analysis (3 page set) C-111/ afthese calculations do not appear to pertain to the structure to be permitted. Please check and -`clearly label or describe member location if they do refer to structure to be permitted. Ransferred ell rovide compete gravity analysis for the rear wall ,for the proposed structure including any load from the existing structure. 3. Lateral Analysis (6 page set) na)rovide a lateral analysis and design for the rear (north) wall of the proposed structure. �b-rThe roof diaphragm does not appear to, meet the depth to width ratio requirements of Section 2314.1 of the Uniform Building Code for transfer of lateral forces to the proposed east and west designed shear walls. Please check and revisions as necessary. Be sure to show all connections in any additional brace walls or shear wall which may remedied the situation. Martha Whitney will be checking the latest submittals for the information she requested in her plan check letter dated 11/04/96. She may have additional questions. T Lr ry v y r INA I UKAL VV t A L 1 H AN D B ?.IJT1� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 11/04/96 FAX: (916) 538-2140 MATTHEWS READY MIX P.O. BOX 386 GRIDLEY, CA 95948 Re: B:P.#96-2454 A.P.# 035-340-044 With reference to the above subject, attached is: [X] Plan Check List ( ] Red Marked Calculations ( ] Red Marked Plans [X] Other Action Required: (X] Comply With Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building:Department [X] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY.- PLAN CHECKER Permit Applicant: MATTHEWS READY MIX Permit Number: ati-?! S/i__ Assessor Parcel Number: Date: .11/04/96 The above referenced building plans were reviewed by this office. Provide additional it formation and/or make revisions to plans, specifications and calculations as follows: PROVIDE A LETTER OF INTENT REGARDING SPECIFIC USE OF'THIS BUILDING. 2/ PROVIDE FLOOR PLAN OF ENTIRE STRUCTURE. SHOW EXITS. �j3! ALL SPECIFIC BUILDING.CODE REQUIREMENTS REGARDING THE OCCUPANCY ARE TO BE ON PLANS.- ' e PROVIDE A COMPLETE CODE ANALYSIS OF THIS BUILDING, INCLUDING OCCUPANCY, r OCCUPANT LOAD, TYPE OF CONSTRUCTION, GENERAL BUILDING LIMITATIONS, _L,=�� EXITING ACCESSIBILITY, ETC. 5. ONTACT STATE OF CAL RECLAMATION BOARD .0 BOX 942836 SACRAMENTO, CA 94236-0001 ,, CHUCK WOOLSEY 44573942 1/ THE ABOVE ITEMS MUST BE SUBMITTED BEFORE PLAN CHECK CAN RESUME. ITEMS 2, 3, AND 4 MUST BE ON STAMPED, WET SIGNED PLANS. Gell no, /,,6rn�46d al, of J a/?t &, 1997 If you wish to discuss any requirements, you may contact me at (916) 538-7511 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. MARTHA WHITNEY - PLAN CHECKER CC:'MICHAEL MOONEY CC: TML, INC. (' w Permit Applicant: MATTHEWS READY MIX Permit Number: Assessor Parcel Number: A0r �^ off Date: .11/04/96 The above referenced building plans were reviewed by this Office. Provide additional ; information and/or make revisions to plans, speeifleations and calculations as follows: --t--PROVIDE A LETTER OF INTENT REGARDING SPECIFIC USE OF THIS BUILDING. ©� FF PROVIDE FLOOR PLAN OF ENTIRE STRUCTURE. SHOW EXITS. 3 ALL SPECIFIC BUILDING CODE REQUIREMENTS REGARDING THE OCCUPANCY ARE TO 3BE ON PLANS. :-y-)OCCUPANT PROVIDE A COMPLETE CODE ANALYSIS OF THIS BUILDING, INCLUDING OCCUPANCY, LOAD, TYPE OF CONSTRUCTION, GENERAL BUILDING LIMITATIONS, EXITING ACCESSIBILITY, ETC. (9)ONTACT STATE OF CAL RECLAMATION BOARD PC.O BOX 942836 SACRAMENTO, CA 94236-0001 CHUCK WOOLSEY 445-3942 THE ABOVE ITEMS MUST BE SUBMITTED BEFORE PLAN CHECK CAN RESUME. ITEMS 2, 3, AND 4 MUST BE ON STAMPED, WET SIGNED PLANS. r f you wish to discuss any requirements, you may contact me at (916) 538-7511 between 1:00 °.M. and 4:00 P.M., Monday through Thursday. C: MICHAEL MOONEY C: TML, INC. MARTHA WHITNEY - PLAN CHECKER COMMERCIAL PLAN CHECKING GUIDE (1994) U.B.C. OWNER: & S kwu mx BUILDINGP ER: 16 -O? s7 P AN CHECKER: 1 "l� Vl APNUMBER: (0 35 ' 3 -047 GENERAL: Zoning requirements, Planning approval. Valuation. Plans signed by an engineer or architect. Proper description or work on application. Existing violations on property. Items on data sheet (W.C., fees, Health, Impact Fees, License Law, etc.). _ Improvements or drainage, Land Development approval. . PLOT PLAN: 1. Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. _ Other buildings or structures. Grading, fills, drainage. Flood hazard Special conditions on creation map (noise, C.D.F., sprinklers, foundations, etc. F.A.U. & F.A.S. road set back. - _ - Building or utilities across lot lines (Lot Merger). OCCUPANCY REQUIREMENTS: Building use: Occupancy Group: Building floor area: Basic allcw&le-flaorarea: Basis for increase: Type of Construction: OccupantLoad: sq. ft. Total allo waffle floor area: Compliance with specific occupancy requirement. Occupancy separations (Section 302). Area separations (Section 504.6). Firewalls due to location on property (Section 503). Maximum height requirements (Section 506). Draft stops (Section 1505). Ventilation and special hazards requirements (Section 3). Automatic fire sprinkler system (Section 904). Fire alarm systems (Section 310.10). 0. Mechanical code requirements (Grease hood w/fire sprinkler system -•Section. 507).., L Environmental Health Review ` (a) Restaurant Act; (b) Commercial Pool, D H Occupancies: 2. " Smoke detection system. 3. C.D.F. or State Fire Marshal plan review. 4. Electrical Code Requirements (Medical - Article 517, Assembly -Article 518, etc.). 5. Physical Disability Requirements (Title 24).+,' 6. Wholesale Food Manufacturing (Plans to state' DHS/FDB). ). '''TYPE OF CONSTRUCTION REQUIREMENTS: Roof covering requirements (Section 1503). Parapet walls (Section 709.4). Toilet room floors and walls (Section 807).' Guardrails (Section 509). February 1996 I 3.4 Detailed types of construction requirements. i. Proper roof pitch for roof covering (Section 1507 & 1508). Attic access and ventilation (Section 1505). 1. • Roof drainage (Section 1506). 1. Skylights Section (2409 & 2603). 0. Stages and platforms (Section 405). 1. Interior wall and ceiling finish (Section 801). 2. Fire resistive requirements. Walls, floor, ceiling, penetrations (Section 702). 3. Wall and ceiling covering installation (Section 2500). 4. Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). 5. Foam Plastic (Section 1715). STAIRS. EXITS AND OCCUPANT LOADS: General Exit Requirements (Section 1001.4 & 1006.3). Number of exits, width and locations (Section 1003). Doors (Section 1004). Corridors and exterior exit balconies (Section 1005). Stairways, rise and run, width, winders, and construction (Section 1006). Horizontal exit (Section 1008). Exit and smoke proof enclosures (Section 1009). Exit signs and illuminations (Section 1013). _ Aisles and seating (Section 1014 & 1015). 0. Exits for occupancy groups (Sections 1016 - 1019). _ 1.- Floor level exit signs (Title 24 & Section 1013). MISCELLANEOUS REQUIREMENTS Masonry chimney (Section 3102). Veneer (Section 1403). Special Inspection per U.B.C. Section 1701). High Strength Bolting. Field Welding. Masonry (full stress). Concrete (f c>2500psi). Special Certifications - Mill Certificates. Expansive soil - Special design. Cut/F;-" slope, compaction tests,-ad:rg. Noise requirements (Planning, Appendix Section 1208). Weld electrode, welder certificate. 'r. ENGTNEERING REQUIREMENTS: Complete calculations, correct design criteria. Complete shear transfer details, roof to foundation. Complete structural material specifications. Shear wall anchorage based upon wall shear. Roof diaphragm chord, collector, drag struts. Combined tension and shear @ steel RF anchor bolts. Braced roof and wall bays. [. OTHER: �tvo�; cue Ie-��v of t;tkuk reaaih ::5pec-Xic- rise off' %I 4 1 0A February 1996 0 n i 'I mi art �O MICHAEL MOONEY 5 A MADRoNE AvE. CIVIL ENGINEER OROVILLE, CA 95966 '—�•, RCE 20647 (916) 533-2131 Butte County December 16, 1996 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95966 Re: Mathew's Ready Mix Permit #96-2454 Additional information per your request.. Item 1. My calculations reflect all this information with the exception of when they were performed. I was not aware that this was a requirement. It has not been one which has been in force in my 10+ years of submitting calculations to the County of Butte. Calculations were submitted with the plans for which they were prepared. Item 2a. Gravity calculations are shown on page 6. Additional sheets may or may not have been for this job. .2b. Gravity analysis for rear wall submitted with this. Item 3a. Lateral analysis for rear wall included with this submittal. Lateral analysis of North wall was completed on page 4/6 (Item II) of previous submittal. 3b. Roof diaphragm meets the requirements of -Table 23 -I -I, span to width ratio not to exceed 4:1. The span is 51 feet, the width is 20 feet, the ratio is 2.55. Thank you for your consideration. Yours, Michael Mooney My license expires 9-30-97 RECEIVED DEC 3 0 1996 BUTTE COUNTY BUILDING DIVISION MICHAEL MOONEY 5A KwRONEAvE. CIVIL ENGINEER OROviLLE, CA 95966 RCE 20647 (916) 533-2131 Butte County Department of Development Services -• Building Division 7 County Center Drive Oroville, CA 95966 Re: Mathew's Ready Mix Permit #96-2454 December 16, 1996 Additional informatio per you quest. CJS a� /19 Item 1. My calculatio�e ct all this information with the J/ exception of when they were performed. I was not aware that this was a requirement. It has not been one which has been in force in my 10+ years of submitting calculations to the County of Butte. Calculations were submitted with the plans for which they were prepared. Item 2a. Gravity calculations are shown on page 6. Additional sheets may or may not have been for this job. 2b. Gravity analysis for rear wall submitted with this.- Item his: Item 3a. Lateral analysis for rear wall included with this submittal. Lateral analysis of North wall was completed on page 4/6 (Item II) of previous submittal. 3b. Roof diaphragm meets the requirements of Table 23 -I -I, span to width ratio not to exceed 4:1. The span is 51 feet, the width is 20 feet, the ratio is 2.55. Thank you for your consideration. Yours, Michael Mooney My license expires 9-30-97 � CEIVE.D DEC 3 p 1996 BUTTE COUNTY BUILDING DIVISION MICHAEL MOONEY 5A MADRoNEAvE. CIVIL ENGINEER ORmLLE, CA 95966 RCE 20647 (916) 533-2131 Butte County January 8, 1997 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95966 Re: Mathews Ready Mix Permit # 96-2454 This transmits calculations required by your letter of 1/2/97. The plans are acceptable as previously submitted. I am still awaiting comments/clearance from Martha Whitney. es 9-30-97 MICHAEL MOONEY 5 A MADRONE AvE. CIVIL ENGINEER ORoviLLF, CA 95966 RCE 20647 (916) 533-2131 Butte County Building Division 7 County Center Drive Oroville, CA 95966 November 26, 1996 RF,CEIVED DEC 0 21996 Re: Permit No 96=2454 Mathews Ready Mix BUTTE COUNTY BUILDING DIVISION This transmits reply to Item #4 of your letter of 11-04-96. The building is used for storage, and minor truck repair and service, a combined S-1 and S-3 usage. The storage portion is a steel box car (existing). Construction is type V N (existing and proposed S-3). Allowable area for type VN construction is 8000 sf, building is 3009 sf. . The closest structure (scale house) is 30+ feet away. Occupant load factor is 100 (all others) resulting in an occupant load of 30, single exit required. Plans showing existing structure are included. Thank you for.your consideration. Yours, Michael Mooney My license expires 9-30-97 Page No. 3 06/1;'/96 b. A.P. 8 PERMIT I OWNER'S NAME 072-06-1-005 %-11* f- HACKETT, FRANKLIN 001-16-3-007 96-1232 ROWTON, LEROY 003-39-2-003 96-1234 WILLIAMS, TERRENCE 030-27-0-024 96-1238 KRATER, CALVIN 045-29-1-012 96-1239 HALLEN, KENT 5 PAM 043-17-0-021 96-1140 HUMBERT, ROBERT- 005-38-1--019 OBERT-005-38-1-019 -.'4424F— FAITH, KATHLEEN 048-13-0-009 96-1242 - GRIFFITH, STAN 047-08-0-040 96-1245 OLIVER, ARLEIGH 030-36-0-067 "-127QF KING, HARRY _ 001-11-3-012 96-1251 EVANGER, GEORGE 036-06-0-129 *-tMrFREES, CLAYTON 007-44-0-009 BLIZMAN, FRANK 5 SUE 004-34-1-006 96--12) rBALLOU, MICHAEL 042-37-0-060 96-1258. SANDBORN, HOWARD 005-41-2-012 96-1261 MAAS, MALCOLM 007-15-0-026 96-1262 STRANGE, ANITA 064-59-0-022 *-Mr- POWERS, DOROTHY 028-19-0-125 ff-tt6f FAHEY, TERRY 041-52-0-012 ' 96-1269 . BARKVE, JAMES 025-09-0-023 96-1273 TOPETE, JOSE DAVID 062-16-0-029 96-1276 JEFFERS, WINCHEL 064-67-0-021 96-1277 VANDERGRIFT, PETER 007-44-0-016 96-1278 PANIGHETTI, GARY 056-01-0-064 96-1279 MATTHEWS, ROGER 036-32-0-026 96-1283 GRAY, DALE 5 GENA 072-29-0-048 96-1284 KREJCI, 068-04-0-070 96-1285 DEMETRI, CHARLOTTE 072-14-0-010 96-1292 WYANDOTTE GRANGE, 056-11-0-031 96-1295 BESSER. GARY 047-40-0-002 96-1297 NAMES, ROBERT COUNTY OF BUTTEy= DEPARTMENT OF DEVELOPMENT SERVICES PERMITS ISSUED 06/01/96 - 06/15/96 LIST Ill CONTRACTOR REMARKS LOCATION STRANG ELECTRIC OWNER OWNER OWNER WARREN CONST. OWNER GALLI, MICHAEL JESSEE HTG 6 AC EXECUTIVE HOMES SCRIBNER, DON OWNER CHRISTINASEN ROOFING SHAMROCK CONST, UNKNOWN RRR ROOFING OWNER BUNGS ELECTRIC VERSATILE ROOFING OWENR OWNER OWNER CLIFF -CRAFT BLURS FOX, PETER OWNER OWNER OWNER GEORGE ROOFING GEORGE ROOFING GREEN 6 SON ROOFING OWNER OWNER 041-29-0-083 46-kl4&r PETTY, LESTON 6 ALANA OWNER 003-51-0-021 96-1302 SHERIDAN, BILL ELY ROOFING INC 028-30-0-031 96-1312 PAZ, ANDREAS OWNER I'* Total **I FLE SER CH/SF 172 LOST HORIZON DR., OROVILLE $ EXTEND GAS LINE/SF 3107 8TH ST., CITY OF BIGGS $ VALUATION ISSUED WINDOWS/SF 267 E 9TH AVE, CHICO $ REROOF/SF 5038 LARKIN RD., OROVILLE $ ELE SER CH/SF 1190 VALLOMBROSA, CHICO $ REROOF/SF 616 W IST AVE.,-CHICO - $ REROOF/SF 890 WISCONSIN, CHICO $ REPLACE HVAC,ELE 2262 NORTH AVE.-, CHICO $ SER/SF MHU FOR EX SITE/AG 6110 CANA HWY, CHICO $ _ WORKER SIDING/SF 1251 NORMA ST., OROVILLE $ MISC ELE/SF 394 BANNOCK, CITY OF BIGGS $ REROOF/SF 61 WATTLES WAY, OROVILLE S GAS LINE 5 WTR 462 TODD CT., CHICO $ HTR/SF ELE SER CH/SF 1369 E 8TH ST., CHICO $ REROOF/SF 5 QUISTA DR., CHICO $ REROOF/DUPLEX 974 VIRGINIA, CHICO $ ELE SER CH/SF 3015 BURNAP AVE., CHICO $ REROOF/SF 6259 SEABURY, MAGALIA $ ELE FOR WELL 5 LOT NUGGET RANCH RD., OROVILLE $ REVEL 8TH RENEWAL 67 CONDER RD., CHEROKEE $ BP#88-1078 COMPLETE BP#94-3122 576 EAST BIGGS HWY, BIGGS $ REPAIR OPEN DECK/SF 15 CEDAR PATH, BERRY CREEK $ REROOF/SF 14589 SKYWAY, MAGALIA $ GAS PIPE FOR 431 TODD CT., CHICO $ STOVE/ SF 2ND RENEWAL 15511 OLD CHICO CANYON RD, $ BP994-672 FOREST RANCH 1ST RENEWAL 19 DANDY'S PLACE, OROVILLE $ BP995-1120 REROOF/SF 276 BLACK BART RD., OROVILLE $ REROOF/SF 210 LEMON HILL DR., OROVILLE $ REROOF/GRANGE 4910 FOOTHILL BLVD., OROVILLE $ DEMO/SF 10098 COHASSET RD., COHASSET $ 9TH RENEWAL 12 CHARLOTTE CT., CHICO $ BP187-628 MISC ELE/MH 65 VIEW LN., OROVILLE S REROOF/SF 1052 PALMETTO, CHICO $ REROOF/SF 188 BANGOR PARK RD., BANGOR S 0 06/10/96 0 06/05/96 1000 06/06/96 1440 06/06/96 0 06/06/96 525 06/06/96 810.06/06/96 0 06/12/96 0 06/11/96 7000 06/06/96 0 06/06/96 1600 06/06/96 0 06/10/96 0 06/11/96 2160 06/10/96 1800 06/10/96 0 06/12/96 1440 06/10/96 0 06/12/96 0 06/10/96 11000 06/10/96 4000 06/11/96 2220 06/11/96 0 06/11/96 0 06/11/96 0 06/11/96 600 06/11/96 2520 06/11/96 2400 06/11/96 0 06/12/96 0 06/12/96 0 06/12/96 1680 06/12/96 2160 06/13/96 2094049 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be. approved without this completed form.) BUILDING PERMIT NUMBER APN Firm Name P4l146W.I 12_b_AbY1 1_ y '141e Address 46,46X 62/&-c—,�z--CA Nature of Business _C®rUe-I&DE jyi11/1y Contact Person111-.-- Phone # 1. D es your business or that of your tennants handle, store, or transport hazardous materials? NO�f': YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a si nificant 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 t dard temperature 4 pressure), or form ulatior'containing hazardous material? NO � 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 school site? NO DYES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? El NO KYES F IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative (Signature) (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. ElThe 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. NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings iI/rV1H6WSAywIIX,ia/C , I, 9)e/U+7-g , owner of the building to'be constructed as a please print) under at I-Fo w -s Q.n (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 (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. A440-f9cuS AW Signature of Building Owner Sy Mailing Address 1,0.,60)c .30'(0 , CD2/,O),,EY dA Telephone No. JAY- 0ri�0 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) L> School District LL Lc -7 Building Department No. A.P. NumberO — b�O�l Jurisdiction: 0 City [:��County g Property Owner Property Location/Address Subdivison Lot No. Residential Development Commercial/Industrial No. of Living MHI Units New Sq. Footage Addition Addition (Floor Plans reviewed by School District Personnel) District Identification No. _ '3 ®'1A z (Street (Group R) Sq. Footage/ © CIO (Including Exterior Roofed Areas) Zd Date School District certifies that 4,-., (Applicant) M $ `C 6 -- 5 (Phone Number) (Zip Code) 9% has complied with the requirements of Resolution No. ok S .-q(, _ a 8 by payment of $ representing to 2-10 square feet. As 2926 $ FULL MITIGATION $ School District RADresentative to —;)-OL Date Paid by Check # Remarks: Bank Number Paid by Cash 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) teetormmkl (11/94)dmm J a NN N et> s rn TO Inter -Depart Me'kibrandum Land Development Section, DPW FROM: Building.Division, DPW SUBJECT: Improvements and Stoma Drainage Clearance 'tom ♦S' J DATE: FEBRUARY 4,19,93" . t. We have recently received an application to construct a FUEL TANK COVER. (use) by MATHEWS READY MIX/OWNER (owner and/or contractor). at 4290 PACIFIC'HEhGHTS RD OROVTTTF.: (location) A.T. No.035-34-0-044. Permit Appin. No: 93-258 and he has been advised to contact your section regarding requirements. Would you please advise, by signing this memo, when you have cleared the improve- ments and storm'drainage facilities for this project so we may issue the required permit. JFG:dd .F. Gla der Chief Building Inspector . / / Improvements and drainage plans approved for construction. Improvements and drainage not required for construction. / / Other (specify) (signature) elate) �r CO G O AN 9IP -•o9Sjypwdojen9n OUP -1 EM - 833 mons A® X1,003 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION A74D PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER n35-'14n_n44 ZONING RC BUILDING PERMIT OWNER Mat P, Rea- MI TELEPHONE 534-0880 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDR SS Pox 386 Grille 95948 CONTRACTOR'S N AME nwntzr TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 15,00 Permit Fee Plan Checking Fee $ 20.00 $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Ch ki e $ Penalty $ BUILDING ADDRESS Permit feel, $ P U BING PERMIT Filing Fee 15.00 ach rap 5.00 Alar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCE MAP Water piping 7.00 Each Qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome[:R Other SPECIFY 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 ❑ Addition ❑ Remodel ❑ Utilities ❑ InsVIlion[X Other ❑ Describe work: M14T Replacement Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury P y P I y (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El 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 200ATO1000AI 37.50 NEW CONST. / DWELLING OCCUPM OR ADDNS. \ ACC. BLDGS. 3.64 sq.ft. NEWCONSTR. UL LOUT LET NON•R ESIBRANCH CIRC D ITS @ 5 00 /POWER APPARATUS 6) (SINGLE OUTLET CIR. Ex. OCCU P OUTLETS OR FIXTURES 20 76 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.1 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): ❑ 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 FiIingFee 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 County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against�ount in con equence of the granting of this permit. X Date Signature of Applicant — Owner t]Q Contractor ID An OSHA permit is required for excavations over 5'()" deep and demolition Dr construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S 70.00 Energy Inspection Fee $ OCC _T CONST TYPE TOT FEE .00 I HAz OFEES IMP FLOO CDF ARCS PD HD ISSUE This permit is hereby i uncle(the ons of the Butte County Code anr si'd/o work indicated above for which fees DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date pplicable provi- resolutions to do have been paid. WORKS Date Receipt No135187 . WNITE-D.P.W., YELLOW-ASS(930R, PINK -INSPECTOR, GOLDENROD -APPLICANT COIINTYOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �^ A 7COUNTY C_EN=T,RR.DRIVE - OROVILLE, 6kEIFORNI'A95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER AX�A Z A. P. No. 03S - 3�40 - 0Y Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items hayrg been submitted . ........................................ �. 2. Plot plans sets, signed by preparer of plans. ......................... ? 4x_r-- 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .. . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Z S -- 10. Fees of $ ros .......................................... 2- 11. Impact fees as shown on attached schedule. .....:........................ z 3� 12. California Department of Forestry.plan approval/fees. ....................... . 13. Flood elevation letter (100 year floodl by California Engineer. .. ............ . 1 14. Sanitation and plot plan approval G006 111 - Health Department . ............ 15. City of Chico plumbing permit. .. ~...................................... 16. Plot plan and business license approval fromity of Biggs/Gridley. . 17. Planning approval for (A) Use: v'Ok n4(13) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . -x'111 f �<S . . . ;spedion requ�l G 20. Pre -inspection for U required: .. to Building Inspector_7- 21. -C-oarracto' �'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 . .................. Z3 `)3 "tea 25. Letter of signature authorization . ....................................... . X'opy 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. k 34. When 6u issue the permit, process as follows: Mail to owner. Mail to contractor. r Telephone s5Y-0860 and hold for pickup at 046K:� office. Deliver with inspector. Other Parcel Creation Acreage Applicant ey/A��6Date / F Copy of Haz-Mat form sent -Health Dept. Fire.Dept. Air Pollution Date Copy of plans sent'+ Health Dept. Fire Dept. Other Date B r� The following data must be submitted prior to permit issuance: (Circle new item notch�cked above). 1. Index permiffor.6bove items No. T! 7 1_6 ,73 f 2. Additional items required: �Contrac , designer, owner, was advised of above required data by _ phone mail Counter by _ Date Z- 1 q Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by r, Date Sets of plans on hold in File cabinet AP folder Al Copy - Department of Public Works COUNTY OF BUTTE - D6partment of Public Works 7 County Center Drive, Oroville, CA 95965 OWNER -BUILDER VERIFICATION Attention Property Owner: Phone: 916-538-7541 An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and.return.this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to p.rovide..the major laborand materials for construction of the proposed property improvement (yes or no). 2. I (have/have not) f signed an application for a building permit - for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: 'Name Address City Phone Contractors License No. 4: I plan to provide portions of this uiork, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner . % Ti�fF� r ,�' YfLI/,r lw- Social Security Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 -of the California Health and Safety Code. - This verification must be completed and returned to our office before we are per- mitted to issue the permit. yx f COUNTY OF BUTTE — DEPARIMENT OF PUBLIC WORKS — BUILDING DIVISION 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE (916)5387541 Z�A.P. NO DATE REC. DATE Prr 'ROPOSED BUILDING USE 3. School Distric Fees 016 (paid at District Office) Sheriff Fees (paid. at Building Department) Residential ......... X = unit amt. Commercial(per sq.f t.) R =$ sq.ft. amt. Urban Area Fees (paid at Building Department Residential (per. unit) X _$ -4 units Amt.-- Commerical(per sq.f t.) % _$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) .......................... 5. Drainage District Fees (Contact Land Development) 6. Other T. Other =.t time of permit application, I was advised the above fees are required to be paid pr==- to issuance of the permit. PDT ICAN'T DATE (/Z (P f 3 'k COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AAD PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PER IT OWNER De1s 1 GW TLSO. •�,� j�(J FT. OCC. BUILDPNG VALUATION OWNER's G ADDRESS 0 �X X386 6,A/ 04 `l591 -m? CONTRACTOR -NAM TELEPHONE CONTRACTOR'S MAILING ADDRESS i Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER's MAILING ADDRESS Filing Fee $ 155,00 Permit Fee $ 6 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS `1 Permit fee ' PLUMBING PERMIT FilingFee 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 [IDuplex[]Mobilehome� Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G W 615.00 TYPE OF WORK New ❑ Addition ❑ Remodel L7Utilities ❑ Installations Other ❑ Describe work:%y'� P /YIPhI7� _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury P y p J y (check one): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 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 OCCUP.&\ OR ADONS. ACC. BLOGS. / 3.64 sq.ft. NEW CONSTR ULT' -OUTLET NON -R ESID BRANCH CIRC ITS 5.00 00 . (POWER APPARATUS 6) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76d FIXED APPLNS. EX. Occup. OUTLETS (RESID )REA.1 I 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): ❑ 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 FilingFee 15.00 Heating Cooling Hood 6.50 Ventilation Penult Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date I Signature of Applicant — OwnerElContractor ❑ Agent ❑ An OSHA ion of structures overr 39storiesoin height.ions over 5'Q" deep and demolition or construct- Receipt No. 13 5 19�2 VINITE-D.P.W.. TEL LOW-A9S[990R, PINK -INSPECTOR, GOLDENROD -APPLICANT Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE / TOTAL FEE $ HAz I DFEE$ I IMP I FLOOD I CDF PARCEL PD HO ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date COYNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 c Ss'iuntAw-nter Drive - Oroville, California 95965 - Telephone: 916/538-7541 ' APPLICATION AMPERMIT PERMIT NO. 3 ASSF,SSOR PARCEL NUMBER 035-340-044 ZONING RC BUILDING PERMIT OWNER Mathews Read Mix TELEPHONE 534-0880 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. Box 386 Gridley 95948 532 C ,9 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ f LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE No. Filing Fee $' 15.00 Permit Fee Plan Checking Fee '$ $37, 50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $127.50 L?ar) Parifir eight.-, RVNf'PLUMBING Orov lle PE MIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pumpswater heater 20.00 LOT NO. SUBDIVISION NAME 1 \ PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 I — USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ oti Tpnk Cover SP CIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK NewFX Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe work: Cover for Fuel Tank Built w/o P mits Perrni.t Fee $ Contractor /ELECTRICAL PERMIT Filing Fee 15.00 /Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury p y p l y (check one): ❑I am licensed under p provisions of Cha t. 9, Div. 3 of the Busin ss and Professions Code and my license is in full force and effect. License No. Classification LN I, as the owner, or my employees with wages as their sole ompen� offered for sale. (Sec. 7044) sation, will do the work,and the structure is not intendedIuMlaklt_ ❑ I, as the owner, am exclusively contracting with licenso (Sec. 7044) ❑ I am exempt under Sec. , Business and Prof ssions Code for this reason Main service 200A TO 1000AI 37.50 NEW CONST. ( DWELLING OCCUP.al OR ADDNS. ACC. BLDGS. II 3.64sq.ft. EW CONSTR. MULTI -OUTLET ON-RESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS &) SINGLE OUTLET CIR. Ex. cup(OUTLETS OR FIXTURES 20 76 0 ARA Ex. OCCAL FIXED APPLNS. OR OUTLETS (RESID.) EA.) 3.00 Temporary ervice 15.00 - Mobile Home acilities 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 uilding Department a Certificate of Workmen's Compensation Insur nce 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 P MIT FiIingFee 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. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgme ts, costs, and expenses which may in any way accrue againigstaid,C�omy ' cone ince of the granting of this permit. 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 S Energy Inspection Fee $ OCC CONST TYPE I TOT EE S7.50 HA DFEES IMP LOOD CDF A C PD HD/ �V/XDate ISSUE This permit is hereby i§4Lwrundeftia4pplicable • sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date prov;� resolutions to do have been paid. WORKS Date Receipt No. 135187—.L 2'0, WNIT!-D.P.W., 7ELLOW-AS8l330R, PINK -INSPECTOR, G Lp ENROD-APPLICANT `COUNTYOF BUTTE - DEPARTMENTOFDEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIL%E GAL--IFOR MA95965 -TELEPHONE (916) 538-7541 PER IT PPLICATION DATA SHEET OWNER A "" �° �la6j /�I, x P. No. 03S--.3��0 -.gr iy Proposed Building Use TANK Building Inspector Date 11.26 U At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. _' =- 2. All items have been submitted. . Plot plans 3'4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. . ��- 5. Hazardous Material Form . ............................................ °c3 AZZ 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 prio to plan check). .... 9. 10.Fees Mobilehome data mdamanufacturer's installation instructions, 2 sets. ........... ` of $ t _��0c).....................I................. 11. Impact fees as shown on attached schedule . ............. s................. S o� 12. California Department of Forestry plan approval/fees. ....................... . 13. 14. Flood elevation letter (100 year flood) by California Engineer.. . Sanitation and plot plan approval Health Department. ........... 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval r m City of Biggs/Gridley. ............. 17. 18. Planning approval for (A) Use; OK (B) Parking: ......... Contact Land Development.a bout , (A) Improvements (B) Drainage. ........... 2 q3 r?iiaw c1�fP 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for Pr94" eclo"req° t required. . to Build;ng .spector (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 . .................. Letter of signature authorization. .. ...................................... 26. opy of recorded deed of parcel creation and 60 right of way to a public road. ..... 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 11. and (B) Parcel meets zoning area and frontage requirements. . Existing violations/expired ppermits. Plan check list. ..D,I.SCGlStEi� G�/iTiY.NIoON�j�..2M/ ............ �32. 3 %Luo AAoc,-- se-fy F p 1RAM �> 3 \then you issue the permit, process as follows: Mail to owner. Mail to contractor. , 4 I� f� Telephone S3� SBD and hold for pickup at 0P7 -A (C_ ' "office Deliver with. inspector. Other Parcel Creation I 2� Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). l Andex permit for above items No. 2. Additional items required: rac , designer, owner, was advised of above required data by _ phone mail Counter by = Dateq I Co -tractor, 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 COUNTY OF BUTTE - Departmetrt of Public Works 7 County Center Drive, Oroville, CA 95965 OWNER -BUILDER VERIFICATION Attention Property Owner.: tve v Phone: 916-538-7541 An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit.. No building..permit will be issued until this verification is received. 1. I personally plan to provide the.major labor and materials for construction of the proposed property improvement -(yes or no) 2. I (have/have not) Z�" 'signed -.an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan -to --pro vide port.ic ns. of this work, but. I have hired the following -person to coordinate, supervise, and provide the major work: Name Address City_ Phone Contractors License No. 5. -I -will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner IWI�u(i 16ww1le{ #1/c Social Security Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and -- 19832 of-the.California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. ):FUER } COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS — BUILDING DIVISION 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE (916)5387541 IIII xf-Illf/04, Alf, IROPOSED BUILDING USE�%K A.P. rro. y DATE REC. a DATE_ REC 1. School Distric Fees (paid at District Office) 2. Shex-i.ff Fees (paid. at Building Department) Residential I _$ unit amt. Commercial(per sq.ft.) x _$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) % _$ ir units amt. Commerical(per sq.ft.) X 4 sq.ft. amt. 4. Recreation District Fees (paid at District Office) 5. Drainage District Fees (Contact Land Development) 6. Other 7. Other =_t time of permit application, I was advised the above fees are .required to be paid pr'__ :o issuance of the permit. kPPLICANT DATE 6 of-) 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 �f 3 C'i 07 ZONING BUILDING PERMIT OWNER TELEPHONE a 5- 8� SO. FT. OCC. BUILDING VALUATION OW OE R' MAILING ADDRESS ` l V(R� CONTi�ACTO '5rE/��_` TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 916 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 15,00 Permit Fee Plan Checking Fee $ 5-00 $ v ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS D C\ �f✓ �` Permit fee $ Z 50 5Pi PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.001 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 +[e' TA.�jgCLr. SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets Building sewer 5.00 1 15.001 Mobile Home S I G I W 615.00 TYPE OF WORK - New. Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑_ Describe work: Cover f-(0iL,�t)PL!T4/VK Li1k\11���Mi.� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service SS 200A OR 00V OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1 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 ❑ 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) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO IOOOAI 37.50 NEW CONST. ( DWELLING OCCUPM OR AD DN. l SSTR ACC. BLDGS. 3.64 sq.ft. NEW CONULT' -OUTLET NON.RESID BRANCH CIRC ITS ^ 5 00 (POWER APPARATUS e) I SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76d RA FIXED APPLNS. OR Ex. Occup. OUTLETS IRESID.I EA.) I 3.00 Temporary service 1 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): ❑ 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. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner[IContractor ❑ Agent ❑ An OSHAwork 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 �- HAz 1 0FEES IMP FLOOD COF PARdtL=SUE This permit is hereby issued under the sions of the Butte County Code and/or indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date 1'135 18`7 Receipt No. WHITE-D.P.W., YELLOW-ASSE»OR• PINK -INSPECTOR, GOLDENROD -APPLICANT TO: ' Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance f d PCICIPIC deo Owner Location Plan Approved for: Sewage Disposal _� Water Supply: Public _ eui^mo ale home. Other Hold final for: Final clearance O.K. for: F.frio„ Pkm n❑:,, ria _ APIt Private Well 8/92 Environmental Health Crl HWY, 70 - FEB 0 3 1993 - OrOville, Ce!?fomia ' h=id r: 7-; 1 • P,r�s�D 5LSff GuT 't � CCNri9�NMfNT _ , MoP C-"only Nil' ala) Health ./` sgrcff Poly BIN P) VE i �. V.Y J C> z1- (ao3. ©S 9.3-0373.0 ReQkIrn„” DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT g3_0p6346� Section 26-8.1'of the Butte County Code requires this acknowledgement 63g6 be recorded prior to issuance of a building permit. 93,00 The property described herein is adjacent to land or included within an -area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from . the use of agricultural chemicals, including, but not.limited to herbicides,' pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes,,and residents within.said zones and on adjacent property should'be prepared to accept such inconvenience or disconform from normal, necessary farm operations. 1 All that real property situate in the County of Butte, State of California, described as follows 9.3-00.3730'1 Rec Fee 8.00 r SEE ATTACHEDLEGAL DESCRIPTION I Cash 8.00 Recorded I 4 COUNTY OF BUTTE Official Records I BUILDING DEPT County of I ; Butte I t F E B 0 3 1993' Candace J. Grubbs I Recorder 2:32pm 27 -Jan -93 I PUBL XX 2, y . yy Date: Jan. 27, 1993 PROPERTY OWNERS: - - -~ MATHEWS- READY -MIX, BY: State of ) On.this the day of. , 19 , before SS. me, the undersigned Notary Public, personally appeared j Cpunty of ) Ll Personally known to me. L/ Proved to me on the basis of satisfactory evidence. _- - - to be the person(s) whose name(s) subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. - Notary Public i A.Y 035-340-044 Present P. Not T C {co0 D -� 1= i4 a) IL N C CD I 'o b I STATE OF CALIFORNIA Butte }ss. COUNTY OF On Jan. 27, 1993 beforeme, Michelle A. Miller personally appeared Bill Richter personally known to' me'oK�#�T tiEmKK%be>ba!is]oNM%t&ot 6MMoe) to be the person%) whose nameCK) is/m subscribed to the within instrument and acknowledged to me that hekhy executed the same in his/ke'Iftkoe authorized capacity(tg, and that by his/kQdVo@tr signature) on the instrument the person(s4 or the entity upon behalf of which the person(a acted, executed the instrument. 1_ • OFFICIAL SEAL • AAICNELLE A. MILLER NOTARY �PUBLIC�ALIFOR M M Cohtm. OCT.20199b • WITNE, /dnand offici I seal. n .ice Signature �f�f 0/(/ Ell A 93--0.3730 All that. Certain real PTOPtVty.1aituate in t.he. Coonty pf Butte, State of C4lifocr..fa, at o� StAtt RlgYj ay Bute 10 dese' ibo as folloas":r Td►RCF.L � t T} t pakiCM "' f ;Sections 13 and 24, T 19 NR3L, N.U.B. b N.* deotribed as • fo21� - ,` i at the itr_erkectfariort the v*xt�erly lire of the Varvsville--Oroville County ?oad ;;: formerly described "a Stets.. Rf A'Y'. R7;` vith- the South bmindary line of Section 19, FT 19 Tb'RkF, M.a.B. 4 K, xnd�run}�irp thence 5 R96 321. y A57 feet'"n++ore or leas to the 3otcratdtfon of Nortlierly boend�pjy of trie Corbell pronerty deacrihtd in Deed recorded in F Boole 726 Fane 252, Official Recprda of Butte County and tt:ei South�aeterly corner of the orovilies goat Club property for�erly recorded ae tT;e nronerty conveyed to Trark C. TAty as conveyed by Deed and racorA4.8.1n Beak 2QR, Pa,�r 222, nfficinl T+ecordR of Butte Ct�un.lr, Said interadctlon to be the TPUE F�IAiT OF BFGjN'hTj*1r, Procet. ' :�:• d N 7• �� F AOF.aR feet: thence N 880 in, V 100.0n feet to the �asttrte hank of the Feather River: thence upstream, following the reanders of the eastern hank of the Feather Fiver alonst the f0170W11nv thrar •n;:r�+xir+ax�c eoutrees and diatancea: W 4• $n` r 134.0 teec, N. 17' Sn' Pnat 202.n feet, W 13' 22' lash .R 245.0 foot, N 14' R1' 1 214.0 feet, N-7* 33' P 58 i.n feet, N 3' t.61 p S11 .� feet, N 7' F W 540.0 feet, N 34' 34' W 304.0.feet, N 13' 49' W Alin fret, u S' 461 to bll.n feet, N 3' 51' W 343.0 foot, N n' a3' iE 46+4.6 feet, v n* 51' E Af2.5 feet ria an Intersection with f the southerly right of way lit • for the State of ralifornia Vighwav F,utte 162: thence almiz r said right of Wer line N R9. 44. 26" R 661.44 feat rcre or leas to the irtersection of ti -e; soutC -erly right of vsy line for;State Fisthuap Butte IA2 and the wratorIv Yivht of vav lira - for State Rigtway Butte 70: thence along bald vesterly Ytaht of vav lira SW 76' SR" T 127.22 feet: thence S 07. 48' 50 Fast 355.36 feet: thene:e Sauth nR` 16' ?S" i.' 51S0.t3 gest: there,e S 34' 23' 31" Fact 249.39 feet: thence S 99' 32' W 01,05 feet al.oing the tortherly _ t bouftdary of the aferement tonsil CIorSell propert♦ to rbe 7V11Z PBM OF XFO.T". , TNr. The above deae ribad pareol cootolne an ar:* :of 73.69 acres r+ore or less. - t 1E- L - �lr r4l at verttaa of 9eetlen 1.3. T 19 Wp1F, X.D.W. t �r. sad of gectic 1A, t Ye WR 4R, n.-D.S. i N., dsscribed as fp11e : ''BIGTNWTNt: at the fAtaroaction of the t:octt4 tr,n houndary line of the ristht of sexy of the 3satseaeato NOYtharsn Railwav w1ch thl a diel lou lint betw"n Section 13 T to WRIT and „Section 2A. ,~ 14 1tA4E, Pt.D.a. 8 N., sa2Q 9ncersection bei"¢ the POYN'T�Or WErx�TNr-. *roc:edirR S 0C•' ��3' 02 W 54.13 tett: trace F66` fit' 32" A 223.6 feet to tate. frtersect ion _ VIP the southerly Tighe Of Vsa of the Sas-riment+o Northern Fal lwav ani) the u*ateriv rich - of arab Of C.altfarntr Stste Rtuhtirsrr VWttN int tha*.ty s ime drift .•cererIv r10tt of wxv S 09' 00' 32" W 166E.19 Net, S 13% 46' 6V" k1 517.A feet: t}once c !A• 24, 17" W 3'1.7 feet .to the intervectioe o!' the wastecl* rfxht of wa•► of California State r1p.iwav 'Butte 711 ergo Chw northerly right Of WAV Of Califcn'sata Rt�€t:e Ftthvav *tutte 16+7: tfiencr alooA naiA northerly rixht of WAV of Stw=o Pl.ftbw-ar 7xitte Z6X S itQ' 4A • 76" 'i: 30.45 Feet- tl+Rnce South 34. 1S' 34 asst 30.72 fMet: thants swt4 A9' 431 23" Walt to tbt FasfeTly hunk of the Feather giver: thence upstreav, followinit hest tee=2bidetz+ of th-e eastern 'bsml� 'af the Mather River alona the fallo inet throa appraw.:neate em e_s avert A-(*tAT e.t : V elo 12' K 03P,% fart, N 5• 32' r a?Z.7 aceto ;1' 99 SS' 1 466.0 fleet to In"rpekct Death the ovurhesrly houl%dary of the rtubt of leers of the $scYssieeta 1Q he .Xaf Y r: tbareca along anid etwt%ern hnttnda " of the right of aav et the Surwwzto Mart7+ttrs Railway � sok• 47' O?°' T 411.m feet to a T�611st of tonuesncy: tlOd" alc+nA a cu --vu cmcseve to the descrlW Froperty, R - InA5.31 feet, throu•h an anvle of 16' 43' 31)", are distance 293.46 feet tO a paint of taneencv: thence R 661 01' 32" E W-94 fact to the R{lM OT 12CreT W... The ishowe deseribed oarcel contains an area of 41.[4 aeras were or lust. RECORDER'S MEMq): POOR RECORD IS DUN TO QUALITY OF QRIGINAL DQCUMEN7 END OF DOCUMENT i �., � , sr ;�,•....-tc^�-*--�-• -'^--v � � r•^ r• : ••.r. �-^�+�a' �v'+s�i'►dtrr'sv`�Iri%fi"�"'`l'�T+�*i'�`'�b�+!��.'�i'��3�+^il�Mr�r'�r�*r..Or"T�r, (^-c^.v"�t�{`.r'4=rr^Y''' "`�;s��"'"-,�i"'�` BUTTE COUNTY SCHOOLS IMPACT FES CE0TI5:ICATIONFORMt4U 07 BPTrE eul�olN� (One Form Por Building) J 3 1993 School District U/ / G% Building Department No.. -COUNTY OF BU { , f BUILDING DEPT A.P. Number ��� ' �%�Jurisdiction City ..'.:County �g93 i C Property Owner y U Property Location/AddressIS Subdivison Lot No. Residential Development Sq. Footage No. of Living LkIVI Addition (Group R) Units Commercial/Industrial 0 Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date (Floor Plans reviewed by School District Personnel) s .District Identification No. School District certifies that %MltiML-"t n% (Applic nt) '(Street Address) ° (PF one Number) (City) -(State) (Zip Code) has complied with the requirements of Resolution No. �� by, payment of $ — representing /vLiq square feet. School ;7-4JU Date Paid by Check Number Remarks: Bank Number r Paid by Cash 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) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 a DATE 2/4/93 Mathews Ready Mix P.O. Box 386 Gridley, CA 95948 With reference to the above subject: RE: BP#93-257 & 258 A.P. # 035-340-044 Attached is:,�L,' Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER /L-, 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 (DPW). 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 Planning approval from Butte County Planning Department,, 7 County Center Drive, Oroville, for. Completed.Owner-Builder Verification form. XXX Recorded copy of deed showing PARCEL CREATION Recorded copy of agricultural acknowledgement -statement. /XX7 OTHER Property is located within Feather River Flooding and State Recl Board approval and elevation criteria reauired before permit issuance Should you have any questions concerning the above, please contact of this office. irg Qki:�ma�k,; JFG/aj Yours very truly, William Cheff Director of Public Works .//J.F. Glander r- w. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER `� ✓ r A P N Q r•�L�O ���L� Firm Narr Address n Nature of Business COAlUE–e—KE tF�4YLl/Y1 Contact Person ��/T�J2 Phone # ®� 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ❑ NO X 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? ❑ NO RYES 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 school site? *NO ❑ YES YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, mes, v pars, or other volatile compounds? TFNO YES YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative .--- (Sig azure) (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. El1:1 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. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 Mathews Ready Mix P.O. Box 386 Gridley, CA 95948 With reference to the above subject: T-1 Attached is: OTHER DATE 2/4/93 /- RE: BP#93-257 & 258 A.P. Jp 035-340=044 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced. 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 Energy design including Street_and drainage improvement plan approval from Land Development Section (DPW). 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 Planning approval from Butte County Planning.Department; 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. XXX Recorded copy of deed showing PARCEL CREATION Recorded copy of agricultural acknowledgement statement. or architect.. OTHER Property is located within Feather River Flooding and State Reclamation Board approval and elevation criteria required before permit issuance.' Should you have any questions concerning the above, please contact of this office. Yours very truly, William Cheff .Director of Public Works .%,.J.F. Glander JFG/aj �y,�ir�"'r�i'�^'�..t.ry�"r::.e-.Ya�...��/y^�'-�''^ ?M?�4�rt'�+tS+9or's+F'^1 �£�``'7.''�`'�.�"l±�i'�`^•'4�'tt►.t�ydi'7`a141�4�+E�,��-^'""A=•.rY:v�+""1Y'�`'^�---•---�{��F... BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District �D� "'� Building Department No. A.P. Number 3� � v� (!� l%7,e diction City County Property Owner /a/S `d'/` &AIt Property Location/Address Subdivison . Residential Development 0 No. of Living MHI Units No. 0 Sq. Footage Addition (Group R) Commercial/Industrial���� ��� �ove� ew Addition Building Department Representative (moor District Identification No. School District certifies that Personnel) Sq. Footage :5 :52— (Including Z(Including Exterior Roofed Areas) Date I (Applicant . ... .� �, ,.. (Street Ad Tess) (Phone Number) (City) (State) ..(Zip Code) -/ has complied with the requirements of Resolution No. 9/- i 2 - by payment of $ representing School District Rep Paid by Check Number Bank Number Paid by Cash square feet. Date Remarks:1,�' , % �, If, subsequent to the School District Representative signing this Butte County Schools Impact Fee `,Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (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), r Pink (school district) feeform.wkf (4/92) (Al r„ MATHEWS READ YM/X, /NC. GRIDLEY - OROVILLE ROAD POST OFFICE BOX 386 p GRIDLEY, CALIFORNIA 95948 (916) 846-5643/695-2117 June 30,1992 Butte Building Dept. 7 County Center Drive Oroville, CA 95965 RE: Warning letter regarding mobile home A.P. # 35-34-44 Gentlemen: In regards' -..-,.to. your warning letter of June 16,1992, here are the facts as we know them. There has been a mobile home on the Oroville plant site for over 20 years. On Feb. 17th 1986, the.:flood water destroyed it and it was replaced about 1987. We didn't realize a permit was needed to replace the old one. Please advise us if there are any fees to be paid so that this matter may be cleared. We are also submitting plans for .our cover over the fuel tank. Hopefully we can resolve both issues very shortly. Yours truly-, , Bill Richter Plant Manager cc: Gordon Mathews BR/kp V � COUNTY OF BUTT! BUILDING DEPT JUL 0 1 NNW COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 DATE 2/4/93 Mathews Ready Mix P.O. Box 386; BP#93-257 & 258 Gridley, CA 95948 A.P. # 035-340-044 With reference to the above subject: / / Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced 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 (DPW). Planning approval from Butte County Planning Department; 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. XXX Recorded copy of deed showing PARCEL CREATION Recorded copy of agricultural acknowledgement statement. /XXR OTHER Property is located within Feather River Flooding and State Reclamation Board approval and elevation criteria required before permit issuance.' Should you have any questions concerning the above, please contact of this office. Yours very truly, William Chaff Director of Public Works J.F. Glander JFG/aj BUTTE COUNTY BUILDING DEPARTMENT A.P. NO. 035-340-044 PERMIT NO. DATE PROVIDE I -ORnAT ON AND/OR MAKE REVISIONS�S F-OLLOWS: i AD i C'�rnpG S/ G�/�Til L/Nl�o�ZM �/ Cr30eF ,,,,fg77 79 7-1�� �Cif'/t�S /SGC ST . tioT uIX6-z) J FG ZAjI T/y Ca Ile sTra1e7Gf/C6- COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 PERMIT NO. ASSESSOR PARCEL NUMBER APPLICATION AND PERMIT _ ZONING - owNER — — BUILDING PERMIT Read MIX TELEPHONE SO* FT. OCC. BUILDING VALUATION R'S MAILING ADDR SS 534-0880 N S CONSTRUCTION LENDER UNKNOWN Fireplace _ Total ValUatlOn $- Filing Fee Permit Fee Plan Checking Fee Energy Plan Checking Fee Penalty. 15.(]0 $ 0 $ $ LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE No. ARCHITECT OR ENGINEER'S MAILING ADDRESS BUILDING ADDRESS Permit fee 3 429110— 1 PLUMBING PERMIT Filing Fee 15.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each Trap 5.00 Solar or heat pump water heater Water piping 20.00 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome[R Other Gas piping system 1 - 5 outlets 5.00 Building sewer 15:00 SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[I Other ❑. Describe work: MHT RPtilarPmPnt Mobile Home S GW @ 15.00 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I lare under penalty of perjury (check one): ElI am licensed under provisions of Chat. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ® I, as the owner, or my employees with wages as their sole compen- t 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 IOOOA1 37.50 NEW CONST. / DWELLING OCCUP.&� OR ADONS, 1 ACC, BLDGS. 3.609a.ft. NEW CO NSTR. ULTI.OUTLET NON•RESID BRANCH CIRC ITS (POWER APPARATUS e) SINGLE OUTLET CIR. !@5.0�0__ EX, OCCUp(OUTLETS OR FIXTURES R 20 76d FIXED APPLNS. OR UTLE TS(REDEA.) di 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): ❑ The permit is for $100.00 (valuation) or less. rV 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. ❑ Ishall 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 Contractnr $ 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���L->%� .0 �_s' • Date Sigl�iire of Applicant – OwnerContractor ❑ Ager\ An OSHA permit is required for excavations over 5'0" deep and demolition or construct - An of structures over 3 stories in height. Receipt No. 135187 'NNITE-D.P.W., TELLOW-ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Mobile Home Installation Fee $ 70.00 Energy Inspection Fee g OCC CONST TYPE I TOTAIL FEE $LW.00 HA2 I D FEES I IMP :fFL 000 CDF PARCELPD HD This permit is hereby issued under the -applicable provi- sions of the Butte County Code and—/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date — � "• ... ,r...rr ..`..- w a_ � _. �. 7:•'^'C.1 .... ' •. r... •,.rv! .1.: rf_•� m,-=.. ' .Jf•�'•+�."r'+w-' �-_-.. +-" r+r^ r + 77A A h ' +; t 035-340-044 PERMIT#97-0545 # 1 MATHEWS READY MIX 4290 Pacific Heights`RdOroville - "•t^'^', Ele Ser for'Shop/Comm 4 tt ... �• DG/<c"I�� • tip .t • ����, ' •� _� L • ; t s r COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES'- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916)538-754 �� w PETIT NO. (Rev. 12/96) APPLICATION AND PERMIT - - ASSESSSSpRp+CE NUMBER • •J7SMSS tIRJY iEEADY -` ZONING BUI,� ING PERMIT OWNgij RATMS MIX TELEPHONE SO. FT. OCC. BUILDING VALUATION ,. . OWNEF,i'S MAI " Adl$FIC HEIGH'T'S RD., OROVILLE CA 95965 CONT6UFRNAME TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSW C0ff LENDER - Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT O� ENGINEER i�U)J LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ' ARCHITECT OR ENGINEERS MAIUNG ADDRESS - Plan Checking Fee $ BUILDI ADDRESS + 90 PACIFIC HEIGHTS RD., OROVILLE Energy Plan Checking Fee $ �,. $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP IP.LUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other COM. SHOP SPECIFY Each':Trap''� — ' 7°00 _ Solar r`.heat pump water heater 23.00 W ter_piping 15.00 Each as water heater or vent 15.00 TYPE OF�(WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: ELE SERVICE FOR SHOP Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 MobiletHome. S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service loon oa'.ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter i . 9 (commencing with Section 7000) of.Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: `O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Seo. Business and Professions Code for this reason Main Service;6 200A To ,000A 46.00 46.00 NEW CONST.. DWELLING OCCUP. oR ADONs. ( a Acc. sLos. SO 3.5¢PT, NEW CONST.g MULTI.OUTLET NON-RESID.i' ANc cI c @7.50 . = POWER APPARATUS b SINGLE OUTLET CIR. - EX. OCCup. OUTLET OR FIXTURES 20 @ ,.00 BAL Q .50 FIXED APPLIN OR Ex. Occup. ouTLETs RESID. EA S.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 t PERMIT FEE S U `VU WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent,to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. NO I have and will maintain workers' compensation insurance, as required by Section f� 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ, any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. - . X / �y/—/�.,IiF J1_' Date �%� _ Signature Applicant - ❑Owner ❑Contractor \p Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. I MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ - HAZ. D. FEES IMP FLOOD CDF PARCEL PO HD ISSUE, t/ This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have �y / /�iV' Byy��J .fifL`� PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. /Date J/Gi X17 h /r /Yf Date Receipt No. �iv�tt WHITE-D.D.S.-B.D. • CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIO 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION -AND PERMIT 9f7 ASSESSOR PARCEL NUMBER 035-340-044 ZONING BU!JldDINGPERMIT OWNER 1THEWS READY MIX TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER''tsAMAILING ADDRESS 4290 PACIFIC HEIGHTS RD., OROVILLE CA 95965 CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSNONE TRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEERLI NONE CENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 4290 PACIFIC HEIGHTS RD., OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other COMM. SHOP SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK �g(}}(� New ❑ Addition ❑ Remodel ❑ Utilities W Installation ❑ Other ❑ Describe Work: ELE SERVICE FOR SHOP Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoonoaLEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 46.00 CCU000A WEE200A NEW CONST. DWELLING LDs. OR ADONS. ( a ncc. BLDs. so 3.5¢FT. ...1`IES.-DT NEW SMULTI RANCH CIRCL TS �G 7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20@ 1.00OWNER-BUILDER BAL @ .50 Ex. Occup.ours AEwsIo.GFRa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X L---- Date 3= _ Signature o17 App (cant - ❑ Owner ❑ Contractor 19 Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FES IMP FLOOD CDF PARC0. PD ND ISSU This permit is hereby issued under of the Butte County Code and/or indicat a ove for whic fees hav B PERMIT EXPIRES ON the applicable provisions Res I tions to do work en paid. / Date) Date Receipt No. 210311 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - 7 County Center Drive - Oroville, California 95965 - Telephone (Rev. 12/96) APPLICAT14DN AND PERMIT BUILDING DIVISION (916) 538-7541 PERMIT NO. ASSESSOR PARCEL NUMBER _ 3q_0—(D ZONING BUILDINGPERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWN 5 MAILING Ago JY9RESS 0 I / , , r C CONTRACTOR'S NAME TELEPHONE ' ONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Log, 0 Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other CEg%'�-t _ SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Installatio�OOther Describe Work: Gas piping system 1'- 5 outlets 15.00 Buildin sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 aOOV OR LESS Main Service 200A OR LESS 23.00 s LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.FOWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason TO ,000A Main Service 200ADWELLING 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BLDS. SO 3.5¢x; NEW ON-REIpT M +LTI.OUTLET CH @7.50 APPARATUS a SINGLE OUTLET CR. EX. OCCLI OUTLET OR FIXTURES zo � ,.00 BALD .SO FIXED ALNS. OR Ex. Occup. PP ouTLETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 ' PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep, -and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ ((LTJ' HAZ. 1 0. FEES I IMP I FLOOD COF PARCEL I PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. I - WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 53] .� 41 'ER : ��' , 100-83 1 � 1.• Ip0.83 100.83 rt ;� Z a /Op.83 '00.83 I 80ULEVQ�p' C� ao 9 g2 M P _ coi 'n - N th N 7 62 w 52 2 V 1. ?OAC N N `n 32 co A S # Q% �, D13� I4 J C15 I G m n W / 18 ,_ 1 / `^ r co 1� 3 7 53 0.85 AC 0.56AC 0.53AC o.so ac 1 ac ' L -J l �� '�' 20 v 21 ,., 2 2 o.4i V. 44ZC o.6 at \. - ''\_j 1. 52 ac s.saac o. sac �-32Ac 160.38 PM 89-85 100 t00 IOU 100 100 ►O�_ 100 100 ICO PM 67-93 839 24. i� - --- -- - - - - •'a , E • sw COR ROUTE 70 = r 1 4 j x 29.61 AC 1 ► ; " Imo.•-✓� / 080 108.0 �-� � ( m r 0.14 Ac 36 0,11 01 40 O „ , . , y - h K� y 24 0.13 .i a +n E•NL A RGE M_ ENT AC N 2 4 I i 0 0.13- A C t „;;10 I -'-�_� _ N r f 50 E 906. F A�Q13 C 01 2'?I O O0 x - --,� i > _ 1 1.66 AC 0.13 Ac 9e, s0 I �1 a1 T� A PM 94-923 .-'•��` ���� -- 0.13 Ac h 0.12 Ac - i 38 34 1 ate!' S88 PM 97-434 a, '.O, r 3 ac 0s�.lz h f 42 64 FE q TryE 09 012 Ac I _ L• 0.11 Ac 3 9 a4 1- 43 9014 rid PM 9T -43A ssessors Ma Nb: 35 - 34 •i W 33 20 93'' 34 ,v'� �= �a 2; sv r � Cou`hty.of ^Butte; .. r ' 1979" AC: '34 Ac.'--i0�180Ac Q , - 235 - - '.0,r 31.3 - - - t 'f-'-VLz• 3'19 O :60 4. _ Y E37 FEATHER ; „ JLa6 Ip,83 D 100.83 -N 100.83 a 11 : 1 • 53 250.01 OD m OD2). '3� CHINESE 182• 1 172 Is =' 15z a14 o, CEMETE _ @3). - 0 3 3 - O o t 0 " AC 0.85Ac 0.82 AC 83 . - - LD I 2 PtA 70-104 � 1 C333 34 1� 35 113 3 200 1100 100 1 100 3 PM 94 92 I , SEE ENLARGEMENT WV4�COR - --•- _- "•-. - ....MSEC 19_` _ --�-- - ' TISNR4E _ '---T-1E-- SFC j 2A r•- J STATE I/ A - HIGHWAY 53] .� 41 'ER : ��' , 100-83 1 � 1.• Ip0.83 100.83 rt ;� Z a /Op.83 '00.83 I 80ULEVQ�p' C� ao 9 g2 M P _ coi 'n - N th N 7 62 w 52 2 V 1. ?OAC N N `n 32 co A S # Q% �, D13� I4 J C15 I G m n W / 18 ,_ 1 / `^ r co 1� 3 7 53 0.85 AC 0.56AC 0.53AC o.so ac 1 ac ' L -J l �� '�' 20 v 21 ,., 2 2 o.4i V. 44ZC o.6 at \. - ''\_j 1. 52 ac s.saac o. sac �-32Ac 160.38 PM 89-85 100 t00 IOU 100 100 ►O�_ 100 100 ICO PM 67-93 839 24. i� - --- -- - - - - •'a , E • sw COR ROUTE 70 = r 1 4 j x 29.61 AC 1 ► ; " Imo.•-✓� / 080 108.0 �-� � ( m r 0.14 Ac 36 0,11 01 40 O „ , . , y - h K� y 24 0.13 .i a +n E•NL A RGE M_ ENT AC N 2 4 I i 0 0.13- A C t „;;10 I -'-�_� _ N r f 50 E 906. F A�Q13 C 01 2'?I O O0 x - --,� i > _ 1 1.66 AC 0.13 Ac 9e, s0 I �1 a1 T� A PM 94-923 .-'•��` ���� -- 0.13 Ac h 0.12 Ac - i 38 34 1 ate!' S88 PM 97-434 a, '.O, r 3 ac 0s�.lz h f 42 64 FE q TryE 09 012 Ac I _ L• 0.11 Ac 3 9 a4 1- 43 9014 rid PM 9T -43A ssessors Ma Nb: 35 - 34 •i W 33 20 93'' 34 ,v'� �= �a 2; sv r � Cou`hty.of ^Butte; .. r ' 1979" AC: '34 Ac.'--i0�180Ac Q , - 235 - - '.0,r 31.3 - - - t 'f-'-VLz• 3'19 O :60 4. _ Y , i f fI I t i k 1. I r S 1. t r. 1' ir 1 ! t � r , 3 f j r t I- qq I IF' I t 1 t f 1 L I r I r O r ,) : i r : v , i f fI I t i 1. I r S 1. t r. 1' A k. i 1 ! 3 f j r t I- qq I IF' I t 1 t f 1 I r I r GAGE EIGHN WCHE 0'. AL LENGTH. CA "k PUNCH PATTERN' i� �,UT TF '" ° Department of Development Services o ° Building Division '1 County Center Drive ,°Oroville, CA 915965 iI y c�ll.N� (S50)538-7541 (530) 538-2140 FAX :Non- Residential Construction Requirements IMPORTANT This set of plans and 'specifications MUST be kept on_,the job site at all times and it is unlawful to make any changes of alterations on same without; written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good 'practices and of,a quality' prescribed for the sPecific use in the 1998 California Building Code (1997 UB.C.), 1998 Californitl Plumbing Code (1997 U.P.C), 1998'California Mechanical ,Code (1.997 U.M,C.), and the 1998 California Electrical Code (1996 N.E,C) GENERAL REQUIREMENTS • Exit doors shall swing in the direction of the path of exit travel where the area served has an occupant load of 50 or, more (Uniform Building Code section 1003.3,1.5). • Uniform Mechanical Code section 307.3: Mechanical equipment in attics shall be provide with the following: An access plarge g y largest p' of equipment, but.not less than 30 inches by 22 inches. An unobst opening assa c%vgyenough' c'' : I the est rice Is large enough to remr•tz, the largest piece of equipment but not loss Utan30 inches high and 30 inches wide. In no more than,20 feet in length when measured along die center line of the passageway from tate access opening to the equipment, and Has continuous solid flooring not less that 24 inches wide throughout its length; and A level' service space at least 30 inclips deep and 30 inches wide'located at the frontpr service side of the equipmen( • Provide lights, switches, and receptacles for maintenance of mcehau cal equipment. (Scc. iu6, U.M.C.) Floors and walls in Water Closet Compartment and Showers (UBC section 807). • Provide safety glazing in all hazardous locations (U.B.C, section 2406). • Full access to the disabled must be provided for the specific area of remodel, repair or"addiiion;.Additiionally, 20"/0 of the cost of the project must be invested in access featur:,s for the existing area of the building. • UBC 1133B.8.5 Detectable warnings at`hazardous vehicular areas. If a walk crosses or pdjnins a vehicular way, and `die walking surfaces are'not separated by curbs, railings or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be define by a continuous detectable warnu►g which is 36 inches wide. •. UBC 111713.1 Water Fountains (Drinking). In new construction, where only one drinking fountain areals provided on'a floor, there shall be a,':drinking fountain that is accessible to individuals who use wheelcliairs in accordance with Plumbing Code Section 1507.0 and one accessible to those who have: difficulty'bending,or stooping. T1tis can be accommodated by the use of " hh-low" fountains, or by such[ other means as would achieve the required accessibility! for each group on each floor. The water fountains shall be located completely within alcoves or otherwise positioned so . not to encroach into pedestrian ways. Tho alcove in which the water fountain is located shall not be less Iharr,32 inches in width and 18 inches in depth. • `Stniiways -UBC 1133B.4,4Striping for the visuallyimpaired: Tlrenpper approach and the lower tread of each stair shall be marked by a snip of clearly' contrasting color at least 2 inches wide placed parallel to and not more than 1 inch from the hose of tlic step or lauding to'alort the visually impaired. The strip shall be of material that is at ;least as slip resistant as the other treads of the stair. • Electrical, mechanical, and plumbing construction (not plan reviewed) $!tall comply with the current editions of the National Electrical Code, Uniform Meohar6l Code and Uniform Plumbing Code, Page 1 oft, MOM. "r Owners Name: Matthews BUILDING DEPA TME uilding Permit Numbers 01-1332 t18ej� ®® rr I1 [V' Plans Examiner: Glean Gibbons AP PIR ED a � 0. COLOR CODE USED ON PLANS Blue -= Engineering Pink =Firewall Green = Braced wall panels Yellow — Important COMPLY WITH YrEMS INDICATED BELOW ❑ Your parcel lieg, within a designIatdd100-oyear flood plain. Finish floor, electrical, HVAC eqpipment and services bc'a in I inimum of one. , foot Above I the el . evation shown;on the attached, Flood Elevati6nCertificate. A ,Post Rkod Elevati6n, Cerfificate will a&4 be required Note- We will normally accept the following as compliance With the flood elevation I requircifientsi I . Building is anchored to concrete stemWall system'with,donventi0fial anchor bolts. 2. Building plate on top of stemwall to be one foot :or more above, the 100-year flood elevation. I (Plate height less than 14" above grade, or engineered I design required), Electrical, ventilation, 34 Electrical. heating, ventilation plumbih and air conditioning equipment and facilities, located above,tho plate... 4. At least 2,bpenin,gs, in exterior walls, located on opposite or adjacent walls with.: a total net area of not less than !,square inch for every, square foot of enclosed area. 5 The bo ' tt.om of the openings shall be no higher than I foot above grade., 6, The ope'pings may 00 screened orcovered with other devices that willp ermit automatic entry and exit of floodwater, F1 'Parcel lies Within the StateResponsibilityArea (SRA), Comply with attached requii4mentg. ❑ Fire sprinklers are required in this structure'. 0- 'The ,foilowing,pateelmap ,requirements shall ,b -0,met: : All structures and equipment including overhangs shall, be clear of alleasements. All, setback's -shall be as shown o I n the appr . Nod ' site and 20 feet (25 feet if Vederal Aid Routle) fr6fil the edge of the right ofway shalt be clear structures anddequipmeint except fora 2 foot overhang, Ex,panslvd soil may be eficoLinte ' red on this site; This condition Nquire the foundation to be designed by a California registered engineer or licensed architect, su, VE BUILDI NGDEPAPTIMPERT 0 Page 2 of 2 OwfiefsNamd, Matthews atni x i Plans ' Efier', Gkfiii61066119 ...... .... . ..... 3 mHu au!.= . au.pc; %.Iwjvjr x City: Oroville County,. , 1jutte state:. California, Country: United qtAteb, Doilding Codd: 1997 Uniform Building Code Built Up: ' 89AISC Ftsinl`611:4,00 in per hear Building Use: Standard Occupancies cold,rorm., 89AISI Allow.Overstress Fren: 1.03, See: 143jift: 1,03 Dead and Collateral Loads 'Live Load CollateralGravit".00 psf AwfCovering + Second, Dead Uidd: 2.45 psf Live Load,'20.00 pst Reducible t. Collateral Uplift.. 0.00 psr Prarmw seismic :2 0 psf Can 4jinqussuthed for LL for, Below Ea�,cr Canopy N/A Wind Load S . how Lead Sels'lilic, Load Wind Specd., 80.00 tr.pb Ground Snow Load:, 0.00 psf Seismic- Zone 3. Wind Exposure (Footor)! C (1.071) Design Snow (Sloped): 0.00 psf Seismic Importance: 1,000 Faris'Wind Er,,osure tactor,1.071 Show Exposure Category (Factor):, 1 (1.00) Framing Seismic Period- 0.2792 Wind Eh6losure; Open Snow Importance; 1.000 Bra liSeirthicileriod:0.1595 Wind Importance -Facton, LODO Ground / RocifConversiont 1.06 Soilt rile Type., Stiff soil (D.'4) I,�Oase Elevationt ON/0 % Snow Used in Seismic: 0,00 `Frame Redundancy Facior.1.000D HmauyZone Strip Width: N/A Seismic Snow Load: 0.900f Brace Redundimey Factor1,0000. Parts I Portions Zone Strip Width: 17610 Frumc5cismic Factor (Cs): 0.2006 Basic Wind 'Pressurc:11iis4psf Brncc Seismic Faclar (Cs): 0,1800 Per Article 2,9 in, the Builder Agrccrnent� VP Buildings asourrics that the Builder has balled the local Building Official or, prp4ect Engineer to o I litain all cod I a and loading leforination for this specific tivildingaitc. The steel design is 16 accordance With VP BUILDINGS standard design penclicetj which have beenestablished6sedupon pertilhent procedures and ' American InsiffutedSicel Construction '(AISC) Americim Iron And Stot Institute (AISI). American VVeldinj Society (AWS) [DLI] American Society for testing and Materials (ASTM) Metal Building MimuNcturers Association (MBkA) AISCCaiigaryMOManufacturer CeTtiricaduh, This txn1ficatibn DOES NOT apply to the design of the foondation'or other on-bite structures or components not supplier! by VP St I'GS, nor dues it 4001)lt�uhiuth6riiedT��leic.adoiii!ottaniIng syatetiuprovid.ed,byVPBUILDINaS" Furthermore, it is Un it, flotiNbasad Upon the premise that all components furnished by VP BUILDING'S Will becrevr6a or constructed in strict comPlian, rRis,hed by VP BUILDWaS, Sincerely, VP 13Urn P,F_.Prepared-b3p.. Reviewed by; I iS UP4/30/01 CIVIL VPC FfleiCAOI 13405-010MV& VPC Version 12,6 F �-� •, [ i Date: Date: 5/10/2001 DesignRepOCI Time: 2:50 PM Page: 5 of 43 Design Load Combinations - Framing No, Do Not Use Origin Factor Application Description i 1 System _- 1.00.O D14- 1.0 CG+ LO L 0 1 2 System = 1,333 1,0,1,+1;0'Wl> System 1333 '1.OD+1.0<W1 4 System 1,333 1.0 D+ 1.O WP ?� 5 System 1,333 1.O D+ 1.0 W3> ; 6 System 1.333 1.0 D + 1.0 <W3 7 System1.333 1.OD+LOCG+0.714U " 8 System 1,333 1,0D+1.0CG+0.714;<E Design Load Combinattams - Bracing i No. Do Not Use Origin Factor Application Description • 1 System 1.333 1.0 W 1> st 2 System, 1333 1.0<Wl i 4 3 System. 1.333 :0.714 E> G 4 System 1.333 :0.714 <E'' ` Design Laid Combinations -Purlin r a. No. Do Not Use Origin c FactorApplicationDescription '1.OD+l.0CG+1.OL, - .: 1 System 1.060 f`t 2 System Derived 1333 1.0 D+ 1,0 W1>+ 1,0 W131> 3 System Derived 1.333 1.0 D+ 1.0 <W2 + i.0 WBI> r 4 System Derived 1.333 1.0 D+ 1.0 W3>+ 1.0 WBl> 'd. � .;System Derived 1333 1.0 D+ 1,0 WI># lA <WBI System Derived 1.333 '1,0D+1.0<W2+1A<WB1 7. System Derived 1.333 '1.O D+ 1.0 W3>+ l A <WBt ° 8 Systen DcrivLd 1333, 1.O D +1.0 CO + 0.714 EB> 9 System Derived 1,700 1.200 p+ 1.200 CO + 6.500 L+ Lb EB> t0 System Derived 1333 1.0D+1.0CG+wi14<EB j S. kk 11 Syatern Derived ,. 1.700 1.200 D t 1.200 M +'0.5001.+ 1.6 <EB SDesign Load Combinations-Girt:' No. Do Not Use Origin Factor Application Description i System 1.333 1,0 Wl> 2 System 1.333 '1.0<W2 3 System ., 133! 1.0 W3> , 4 `System 1.333 10 <W4 I Dai Coom bi= gnLooeed nationsRoof-Panel ' No. Origin d FactorAppitcation DescdpUon 1 System 1.000 1.0 D+ 1.0 L 2 System i.333'1.O + LO W DI> 3 System' , ,. 1333..1.0 D+ 1,0 <W2' 4 System 1333 '1.O D + 1.0; W3> Destt n Load Combinations -Waite« Panel No.' �Do Not Use Origin Factor Application Description 1 ;System I 1.333 ILO Wl> .. 2 Sysicmi 1333 1,O <W2' Combinations - Fmining No, �, , Do Not Use On "gi Factor "bet H De f Vr Appiicption r lescription , i Use. 1.000 60 0 1.0 n D 2 User 1.000 60 0 1.0,<. <E 3 S' tem 1.000 60 0 0.750 Vi!1> 4 System 1.000 ' 60 0 ` 0,7505W1 51 System 1.000, 60 0 0,750 WP 6 System; ` 1.000 60 0 ' 0.750 W3>, 7 System. I AM 60 0 0,750 <W3 S System 1.000 60 0 '(400 P,> 9, ` System 1,000_ 60 6 0.400r I, VPC Fi1ciCA0113405-OlOEt,vpc VPa Vetsion t2.6 Date: 5/10/2001` DeSiglt Report Time: 2:50 PM Page: 4 of 43 Shape. CANOPY Loads and Codes! -Shape: CANOPY w * City; Oroville :County- ;Butte ` ,. Stater California Country; United States, Building Code' 1997 Uniform Building Cade. Built Up: 89AISC Building Use: Standard Occupancies: 'Cold Form: 89AiS1 Allow, Ovcrstress:Fnn:1.;03, See: .63., Brc:1.03 Rainfall: 4,00 in per hour Dead and Collateral Loads Collateral Gmvity:0.00 psf Framc Weight (assumed Cor seismic)250 psf Collatemi Unli¢: 0.0005f . . Side Type Mag Units Shape Applied to Description ° A D 2,448 psf Entire Frm Covering Weight - 26 Panel Rib+ Secondary Weight 1.50'- Roof: A A D 0.950 psf Entire Put Covering Weight - 26 Panel Rip - Roof. A B, D 2,448 psf Entire Fnn Covering Weight -26 Panel Rib + Secondary Weight 1.50- Roof. B B D 0,950psf Entire Pur CoveringWeight-26 PanelRib- Roof' B ' Live -Load: 20. 00 psf Reducible LL for Below Eave Canopy -.NIA i Wind Load Wind Speed: 80.00 mph Gust1.313 9 ° ind Enclosure: 'Factor , Wind Impar .a Factor: 1.000 Height Used: ISM U4 (Type: Mean) Least Honz. Dimension; 15/0/0 Base Elevation:D/0/0 Parts / Po tions Zone Strhi.Width: 116/0 Primary Zane Strip Width: N/A qz- 0100256 • (1.00) a (801.00r2 • (1.00) Velocity Pressure: 16.38 psf - Wind Exposure (Factor): C (1,071) Basic Wind Pressure: (gz)17.54 psf Snow Load i Ground Snow Load: 0.00 psf Snow Exposure Category (Factor): 1 (1.00) Design Snow (Sloped): 0.00 psf in Surcharge: 0.00 ' .. Snow Importance:1.000 Slope Wtiction;160 Ground /Roof Conversion: 1.00 Slope Used' 0,000 ( 0.000:12-) Seismic Load " Seismic: Zone 3 Seismic:Snow L tad: 0,00 psf Scismic Importance! 1.000 Framing Seismic Period; 0.2792 Frame Redundancy Factor;t.0000 Bracing Seismic P -nod; 0,1595 Brace Redundancy Factor.1.0000 Frame Seismic Factor (Cs):'0.2000 l Brace seismic Factor (Cs); 0.1 $00, Type Mag Units Sha Applied to SAC 1?P i; Description E 0.990 psf End Finn p Seismic: Covering Wei g ght-26Panc1',tib+SecondaryWpightl.50+Seismic(includes 2500 Forme Weight) -Roof. A 1' A E , 0.891 psf Endre Bid Seismic: Covering Weight - 26 Panl:l Rib+ Secondary Weight 1.50+Scisctic (includes 2.500 Frame Weight) •Roof: A B E 0.990 psf Entire Frm Seismic: Nvering Weight -26 Panel Rib + Secondary Weight 1.50+Seismic pncludes. 2.500 Frame Weight) - Roof: B B' E 0.491 psf Entire ' Bra . Seismic: Covering Weight - 26 Panel Rib+Secondary Weight 1.50+Seismic (Includc6 2500 Fromc Weight) - Roof: B Deflection Conditions I- Fmrriau are vertically supparting:Metal Roof Purlins and Panels'+ Frames arc laterally supporting:Metal Wall Girts and Panels Purlins are supporting:Metal Roof Panels `r Girts are supporting:Metal;Wall Pancis j. Per Article 2,9 in th,, Builecr Agreement, VP Buildings assumes that the Builder has called the local Building Official, or Project Engineer to obtain all Lnd• diid loading information for this'spollic building site, i VPC Fi1e:CA0113405-01,0El.Vpc; VPC Version :2.6 j, Side I Shape Units Date: MOWN I Description Ma X•Loc Y -Loc Design Report Time: 2i50 PM ,Pur. 'Pnl §2M. Dir. Loc: Page: 6 of 43 LN- ' Deflection Load Combinations • Girt Wi> wind load on. open endwall 150. 1/0/ 0/0/ No, DoNot,Use Origin Fader Deflection. N Application Description N i System 1.000 120 0.750 Wi>` A LN pif e< 2 System 1.000 126 0,750 <W2 1/0/ -7/6/ N Y N - 3 System 1,000 120 0.750 WP RiGHT OF ' A 4 System 1,000 120 0.750<W4 wind lead on'opcn endvnll 150. 0/0/ 070/0 Load Type Descriptions N " Y N' N D Material Dead Weight A C Collateral Load <Wl`nd CG Collateral Load for Gravity Cases 0/0 -7/6/ CU Collateral Load for Wind Cases Y L Live Load LEFT AV Alternate Spun Live Load, Shifted Right LN. ^AL Alternate Span Live Load, Shiftcd Left ""'nd load on open endwall S Snow Load N Y USIA Unbalanced Snow Load 1, Shifted Right, N . *USi Unbalanced Snow Load 1, Shifted Left OF US20 Unbalanced Snow Load 2, Shitted Right plf` tUS2 Unbalanced Snow Load 2, Shifted Left 150. W Wind Load N W t>," Wind Load, Case 1, Right N <W1 Wind Load, Case 1 Left B "- W2> Wind Load, Case 2, Right i <W2 Wind Load, Case 2. Left 0/0/ 0/01 W3> Wind Load, Case 3, Right Y <W3 Wind Load, Case 3, Left RIGHT W4> Wind Load, Case 4, Right _, LN <W4 Wind Load, Case 4, Left 'nd load on:" en endwalll WS> Wind Load, Case 5, Right N >: V <WS Wind Load, Case 5, Left. N _ W6> Wind Load, Case 6, Right OF . - <W6 Wind Load, Case 6, Left WP : ind Load, Parallel to Ridge WFR Wind Load, II Ridge, Right WL Wind Load, 11pidge, Left ' E Seismic LoadE> Seismic Load, Right <E seismic Load, Left EG Vertical Seismic Effect A- EGf . Vertical Seismic EfRi4 Additive 1, EO-.' Vertical Seismic Effect, Subtractive FL Floor Live Load FL* " Alternate Span Floor Live Load, Shitted Right *FL. Altemate Span Floor,Live Load, Shifted Leff FD Floor Dead Load AL Auxiliary Live Load AL*> Auxiliary Live, Load, Right, Right *AL> Auxiliary'l live Load, Right, Left /^ <AL* Auxiliary Live Load, Lett, Right <*AL Auxiliary lave Load, _Left, Left AL• Aux Live, Right *AL Aux Live, Left AL*>(I) Auxiliary Live Load, Right, Right, Aisle i 1 '�O <*AL(1) Au Ala Live Load Right, Le Aisle t ry ,; 6 4 tL �( <AL•(1): Auxiliary Live Load, Lett, Right, Aisle I t` Aumliary Live Load, Left, Left, Aisle'! r` AL*(i). Aux Live, Right, Aisle l *AL(I) Aux Live; Left, Aisle I AL*>(2) Auxiliary Live Load, Right, Right, Aisle 2 � *.Ai>(2) Auxiliary Live Load, Right, Lc ft, Aisle. 2 ` iI , 4AL*(2) Auxiliary Live Load, Left, Right, Aisle 2 <*AL42j Auxiliary Live Load,',LeR, ten, 2, AV(2) Aux Live, Right, Aisle 2 *AL(2) Aux Live, Left, Aisle 2 AL*>(3) Auxiliary Live Load, Right, Right, Aisle 3 *A1>(3) Auxiliary Live Load, Right, Left, Aisle 3 �AL•(3) Auxiliary Live Load, Lett, Right, Aisle 3 t <*AL(3) Auxiliary'_Live Load, Left, Lett, Aisle 3 ALO(3) ` Aux Live, Right, Aisle 3.. 4 *AL(3) Aux Live, Left, Aisle 3 AL*>(4) AuxNafy Live Load, Right, Righy'Aldo 4 *AL?(4) Auxiliary Live Load, Right, Left; Aisle 4 <AI:•(4) Auxiliary Live Load, Leta, Right, Aisle 4 l ' <*AL(4) Auxi Lary Uve Load, Loft, Left, Aisle 4: ALO(4) Aux Live,;Rlght, Aisle 4, *AL(4) Aux Live, Left, Aisle 4 AL*>($) Auxiliary Live Load, Right, Right, Aisle 5 !AU(5) Auxiliary Live Load,'Righ4 Left, Aisle 5 <AL*(5); , Auxiliary Live Load, Lcft, Right, Aisle, 5 i <*AL(5) Auxiliary Live Load, Left, Left, Aisle 5 Aux Live, Right, Aisle 5; •AL(5) Aux Live, Left Aisle$ AD Auxiliary Dead Load U User Defined Load U User Defined Load -1 U2 User Defined Load - 2 U3 User Defined' Load - 3 U4User Defined Load -4 US User iJefinafLoad - 5 U6'. UserDefined Lead -6 U7 User Defined' Load -7-; U6 User Defined Load - 8 U9 User Defined Load - 9 R Rain Load T Temperature Lad ° UserAimiledSurra Loads oral Coordinate S stem Side I Shape Units TyDc I Description Ma X•Loc Y -Loc Frm Brc Grt ,Pur. 'Pnl §2M. Dir. Loc: A, LN- pif Wi> wind load on. open endwall 150. 1/0/ 0/0/ N Y N Y N N' RIGHT AF A LN pif W I> wind load on open endwsll 150, 1/0/ -7/6/ N Y N - Y N N RiGHT OF ' A LN' pif' <W 1 wind lead on'opcn endvnll 150. 0/0/ 070/0 N ` 'Y N " Y N' N LEFT OE A LN plf <Wl`nd load on open endwnll 150. 0/0 -7/6/ N Y N Y N N LEFT OF B LN. pif' Wi> ""'nd load on open endwall 150. `0/0 0/0/0 N Y N" `Y N . N LEFT OF B; LN plf` Wi>wind, toad on open endwoll 150. 0/0/ -7/6/0 N Y N X N N LEFT OF B "- IN plf <Wl wind load on open endwall' 150. 0/0/ 0/01 N Y N Y N N RIGHT OF.: 8 _, LN lf' <W L 'nd load on:" en endwalll 150. J0/0/ -716/ N >: V N . Y N _ N RIGHT OF . Side" Units Type Description, Magi Loci Ma 1"2 Surm. Dir. Coef. Loch. 1 pit WI> ind load on open sidewall 75. 7/6/ 75, 14/11/14 N RIGHT 1.000 OF 1 pit <WI Wind load on open Odewall 45. 7/ -75. 14/11/14 N LEFT 1'100 OF l pit W> vind load on open sidewall 75. 7/6A 750 14/11/14 ,' N. RIGHT 1:000 OF i plf <W3' 'nd load on opewsidewall 45. -7/6A -75. 14/11/14 N LEFT 1.000 OF 4 pit WI> wind load on open sidewall 75. 716/ 75A 14/11/14 N RIGHT 1.000 OF 4 plf. W> wind load on open sidowall 75.00 7/6/ 75A 14/11/14 N `RIGHT 1.000 OF 4 pit <W1 nd load on open sldell -75. 7/6/ -7S.0f. 14/11/14 N LEFT' '1.000 OF 4 it <W3 wind load on sidewall -75. 7/61 .75. 14)11/14 N LEFT. I.oD0 OF Side Units T e Description maal Locl Mag2 2 Supp. Dir, Coef. Loc: 1 Of W I> wind load on open jide.wall - 75. 7/6/0 75.00 14til/14 N RIGHT '1.000 OF 1 plf, <W1 wind load on open sidewail -75. 7/6/ -75. 14/11/14 N, LEFT 1,000 OF 1plf W3> wind load on open sidewall - 75.00 7/610 75. 14/11/14 N ` RIGHT 1.000 OF 1 plf - WV wind load on open sidewall 45. 7/6 -75. 14/11/14 N LEFT . 1,000 OF 4 plf W l? Mnd load on open sidewall 75. '7/6 7ioo 14/11/14 N RIGHT .1;000 OF 4 plf . <W1 wind load an open sidcwall 45. 7/ 45.00 14/111,14 N LEFT 1.000 OF 4 pif W3> vindload on-= sIdcwall 75.00 7/6 75. 14/111,1 14 RIGHT 1.000 OF; 4 1f <W3 nd load on sidewall •75.00 7/6 -75. 14/11/1 N LEFT 1.000 OF Side cUnits Type Description Magi ' Loci Mag2 Lm -2 Supp. Dir. Coef.- ' Loc. 1 pit ', Wl> wind load on open sidewall 150, 7/6/ 150.00 14/11/14 N RIOHT 11000 OF 1 pif <Wl wind, load on open sidewall` -150. 716/ -150,0014/11114 N LEFT 1:000 OF 1 plf W3> wind load on open sideWalli I SQ.00 7/61 150. 14/11/14 N RIGHT 1,000 OF 1 plf <W3 wind load on open sidewall -15040 7/6/ -150;0 14/11/14 N LEFT 1,000 OF 4 Of W l> wind load on open sidewall, 150. 7/6 150. 14/11/14 N RIGHT 1.000 OF 4 plf` <Wlind load on open sidewall -150. 716-150,00141/111114 N LEFT 11000 OF 4 plf'' W3> ,, wind load'on open sidewall _ 150. 716 150. 1/11/14 N RIGHT 1;000 OF 4 If <W3 'nd load on en sidewall -150.00 . 7'6/ -150.0 14/fi/141 NLEFT 1':000 OF _ Shape: CANOPY` Builder Contact: SCOTT JANUARY Project: Mathews Rcody Mix Name: BCM CONSTRUCTION Reference: Address: 15,60 HUMBOLDT ROAD Jcbsite: 2944 Heritage Road City, Stat: Zip: Mrf ,' Caltfomia' 95928 City, State Zip: Oroville, California '95966 y MBMA End.Us'• ..tanufactoring Production County, Country: Butte, Unitcd Slates Loads and Codes - Shape: CANOPY Building Code: 1997 Uniform Building Code Built Upt 89AiSC . Rainfall: 4.00 in per hour Building Use: Standard Occupancies Cold Form; 89AIS1' Allow. Overstress: Frm: 1,03, Sec: 1.03, Bpc: 1.03 ( ' Live Wind Load Snow Load Sclrmic Load .Load Live Load: M60 psf Reducible> Wind Speed: 80.00mph Ground Snow load: 0.00 psf Seismic; Zone 3 Collateral Gmvity:0,00sf Wind Exposure; C p P Snow Exposure Cate Soil Profile Type: Stiff soil (D, 4) P 8�'� Collateral Uplin: 0,00 psf Wind lrnclosuret Open Frame Redundancy Foctohl.0000 Base Mention, 010/0 Brace Redundancy Factor,1,0000 °h Snow Used in Seismic: 0.00 Deflection Conditions Framcs aro'.vertically supporting:Metal Roof Purlins and Panels Frames are literally supporting:Metai Walt Girls and Panels 'Purlind ate supporting:Meta] Roof Panels Girts arc supporting,Metal Wall Panels per Articie 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading infomv+tion forahis Specific' building site. Design Load Comhloatlons . Framing No De Not Use Origin Factor Application' Description' I . System 1,000' LLD+1.0'CG+1.0L 2 System 1.333 1.O D+ L6W1> 3 system 1.333 9.0 D+ LO <Wt 4 System 1.333 1.0 D + 1.0 WP 5 System 1.333 '1.0D+1.0W3> 6 System 1.333 1.6D+1.0 -W3 7 System. 1.333 L0D+IAC0+0.714 E+" S System 1.333'^ 1.0D+1.0,CG+0.714<E _ Dwign Lond Combinations • Bracing - - No, DoNotWr. Origin Factor Appiication Description 1 `3,ystern 1,333' 1.0 WI>, 2 System. 1.333 1.0 4i 3 System- L333 °0.714 E> . 4 Sysim. 1,333,0.714<E Load TypeDescripilotn D Material Dead Weight C' Collateral Load CG Collateral Load for Gravity Cases C1l Collateral Load tar Wind Cases L 'Live load ALA Alternate Span Llve Land, Shifted Rlght AAL Alternate Span Live Load, Shifted i h S Snow Load USI • Unbalanced Snow Load 1i Shitted Right •Usi Unbalanced Snow Load 1, 8hlflcd Left US20 Unbal ,iced Snow Load 2,'Shitted Right •US2 Unbalanced Snow Load 2, Shifted Left W Wlnd`Lnud ' W0. Wind Load, Case 1, Right <W 1 Wind Load, Case 1; Left W2> Wind Laad, Case Ii Right <W2 Wind Load, Case 2, Left WI> Wind W, diCaso 3, Right <W3 Wind Load, Casa 1, telt W4> Wind Load,16se 4, Right <W4 Wind Load, Case 4, left Ws> WindLoad, Case 5, Right <W5 Wind Load, Case S; Left Why Wind Load, Caso 6, Right <W6 Wind Load, Case G Lett WP; Wind Load, Parallel to Ridge Wli Wind Load, it Rldgei Might WPL - Wind Load; (I Ridge+ UR _ - E Sci'smi6 Load Fj Seismic Load, Right <E Seismic Load, tell EG Vertical Seismic Effect EGh Vertical SeismicEffiet, Additive Ea. Va{icA Seismio EMC4 Siibmavd FL Floor Live Load FL' Alternate Span Floor Uvrc Load, Shifted Right *FL Alternate Span Floor Live Load, Shltterl Left Fti Floor Dead Load VPC Fild'.Wi 13405'O101al;vpc 'VPC Version izls� S . Date: 5/10/2001 Design Report Time: 2;50 PM Page: 13! of 43 En 'PMax. Roof I Min. Roof Pcak Overall Building Description'. Shape Overall Overall Floor AroaWall Amo Roof Area Max. Eavc Min, 3 Width Length sq. . R s . !L) (sq. ft) Hcight Height 2= Pitch_ Pitch t fight ,3.000:12 3.00M21 1W1018. CANOPY 1510/0 37/010 555 1588 572 151010 1510/0 erill li ha PRoof2 U Roof i 1 From Grid To Grid Width Length EaveNt. FaveHt.2 Pitch Pitch DistitoRidge ' Peak Heigh A H !•A 1-A1 151010 1 37/0/0151010 151010 3.000:12 3.000!12 7/610 16/10/8: JAW - Date: 5/10/2001 Design Report Time, 2:50 -PM - Page: 12 of 43 rr_< Auxiliary Live Load — AL•> Auxiliary Live Load„Right, Right °A> Auxiliary Live Load? Right, Left<AL' Auxiliary Live Load', Left, Right <•AL AuxiliaryLive Load, LeR, Lcf t ALO Aux live; Right •AL Aux Uve, Left AL•>(1) Auxiliary Live load, Right, Right, Aisle 1 q •Ai?(i) Auxiliary Uvc Load,'Right, Left;Aisle ! <AL•()) Auxiliary Uvc Load, Left, Right, Aisle 1 <•AL(1) Auxiliary Live Load, Leff, LeR, Aisic 1 AL•(1) Aux Live, Right, Alpe, Aisle 2 1!; •AL(1) Aux Live, Left, Aisle i AL•>(2)_ Auxiliary Uve load, Righ4Afght, Load, IA, night, Aisle 2 •AL>(2) Auxiliary Live Load;,Right, Left, Aisle'2 tAL•(2) Auxiliary,Uve Aisle 2 b <•AL.(2) Auxiliary Live Load; Left, Left, Aisle 2 AV(2) Aux Live, Right, jj *ALM Aux Live, Left, Aisle 2 AL•>(3) A, uxiliary L{ve Load, Right, Right, Aisle 3 . - AI>(3) Auphary, Live Load, Right, Lett, Aisle 3 <AL• 3 Auxiliary Uve Load, Left, Right, Aisle 3 < AL(3) Auxilia Lrve Load, Lett, Left, Aisle 3 ry AL°(3)' Aux L ive� Right, Aisle 3; 4 f4• •AL(3) Aux Uve, Left, Aisle 3AL+>(4) Auxiliary Lite Lead, Right, Right, Aisle 4 r„ •A1>(4) AuxiliaryUve Load, Right, Leap Aisle 4 4AL•(4) Auxiliary Uve Load, Lett, Right, Alsip i pq <•AL(4) Auxiliary Live IAad Lett, LeR,.Aisle 4 • AL (4) Aux Live Right, Aisle 41 , 8 Load, Right, Right, Aieie 5 t •AL(4) Aux live, Left, Aisle 4 AL•>($) Auxiliary Uve 'AI?(5) Auxiliary Uve Load, Right, Left, Aisle 5 <AL•(5) Auxiliary Live Load, Left, Right, Aisle 5 '*M45) Auxiliary hive Load; Left, LcR, Aisle 5 AL•(5 Aux Uve, Right, Aisle 5 Load r{ •AL(5) Aux Live, Leff, Aisle 5 AD Auxiliary Dead f U User Defined Load Ul User Defined Load -1 U2 User Defined Load -2 U3 User Defined Load - 3 U4 User Defined Load - 4 U5 User Defined Load - 5 i UG User Defined Load - 6 U7 User Defined Loa3 -7 ''- 118 User Defined Load s 8 U9 User Defined Load - 9 i° R Rain Load T Temperature Load yi IF VPC Version :2.6 VPC' me:CA0113405-010EI,vpc BrAclhj Reaction from Wall : 2 X Loc 18/610 361610 Gridl-Grid'L A•2 A_7 Load Comtimadons Hx V Hx V Cs L 2. 1 'A Wl> 0.94 -1.13 �,V,1 1.12 -0.0.94 E> 0.12 14 <E 0.14 -0.12 ,, -0.94 0.94 - -0.12 lix,: FYtime Load Type Dese. I V F> FM _. __ -0.07 -0.16.' -0.07 Frm' - CO LFnn V . t L Frm 0.07 W1> Fnn <W1 Fi m 9.02, WF 'Fret" 0.36 W3> Frm 0.16. <:W.? Frtn 1.43: -0.14 tt�.qme Reactions -Lord Cues it x-Loo- '.2 lix,: FYtime V ': Hx I V 1-15 �•r� _. __ -0.07 -0.16.' -0.07 0.16 - Vy V . t 0.07 0.16 0.07 Cs a licntioni"toe%m3hown 9.02, 0.36 0.02 0.36 1 D+CO+L 0.16. 1.78 0.14' 1.43: -0.14 1.43 '.2 D+WIC •0.61 -0.63 4A17 •0.43, -0.13; ' 3 D4-01 0.43 -0.13' 0.63`, •1.87 4 -0.09" •0.88.. 0.09= -0.88' 452 '0.74 -1.15 -0.,o 6.65 -0.72 1.00 � - 0.69' 0.65._, _ 0.74 4.15 1,00 0.72 -0.79 7 D+CO+17 4.03 0.24 -0.07 0.47' - 8 Croi: Secllon: l 0.07: ' ��� - " -^ oroto lsroro Fiddl`-drid2 1-15 �•r� _. __ Ld Hx:' Vy V . t Cs a licntioni"toe%m3hown t 1 D+CO+L 0.16. 1.78 -0.16 1-78 '.2 D+WIC •0.61 ''•LS2 '-0.46 013 ` 3 D4-01 O.A6 0.23 0.61 -1.52 - � 4 D+WF .0.94 .0.52 0.06 452 5 b+W3> 4,7g -0.72 1.00 � 6 D+-cW3 0.72 1,00 0.72 -0.79 7 D+CO+17 4.03 0.24 -0.07 0.47' - 8 11+CO+<9 0.07: 0,47 0.63 0.24' VPC Fite;CA0113405-Ol6hwipa i Nipc Veolon _2.6 bta:lirumRest X•im Grid on, 5amm-r Hrr! ft .rnmm Loud Hrz, 81 Load HrzIn Load HrzOut:. Load L)pl(R Load VKAown Load Mom ow s Lot Morkl)w Load 1x) Case (Hx) Case (-Hz) (rase (Hz) jk Case (VY) k CASP (VOCase kOn-k) (-Mzz) Case (Mz ,,n4. C@se , 0/0/0 1-B 0,72 5 0.72 6 - 152 1. 5212 2 3 178 LTH 1 1 - 15/tl/0' 1-A 0.'12 5. 0. 6 - '""Mcw.w.., ...: .. 1 . - �%��'.:..•-.P--�.;^..t.,..:»..,....Y' �.$i.��".%�:ti'°ri.,M_N-..-.`+;:-'�"....+^.-..-_....�.._ 'I _ Il Date: 5/10/2001 1 -_ - Design )?ep rt IIme: 2:50 PM � Page: 17 of 43 � Will: 4, Frame sit: 191610, Frame ID:Rigid Frame � a Frotne'Typo:Rigid Fm=, i V Vy Flzy l Values shown are resisting forces of the foul a' aon: Reactions- goad Type tFramr Cross Section, 2' Type Exterior Column Extcrior,Column X -Loc 0/0/0 15/Oro : Gridl -Grid2 _, T•B ' 2•A 1�J Base Plate W z L (in.) 8 x 8 $ x 8 Base Plate Thicknesa:0i 0-475 0.375 Anchor Holt Qty/Dlom ,(in.) 2 -0.750 2.0,750 Column Base Elev: 100'0" 100'-0" Load Type . -_ _ vcsc, M71.16 Hx V F> } Frm -0,J3-0,13 0.30 " <E; Frm 0.136.13 '-0.30 D' Frm 0,05-0,05' 0,59 -` CG Fnn L Fnn 0,21 -0.21 2.16wly' Fair -1.25; •0.88 -0,15 ., - ` <Wl •Frtn ; 0,88 .4.15 - 1.25 -3.64 _ WF., Fmr -0.16 -,-146 0.16 .1166. W3? Frrn -1.47 -2.26 -137 1.32 - <W3 Fmt 137 132 1.47 •2.26 Frame Rcactlons - Land Casa xi Frame Crosi Section* 2 X -Loc Ororo 151010 _ Gridl-Grid2 2•B 2•A Ld Description Hx _ V Hx I V Cs (application factor not shown ) I D,+CG+L 026, 2.75 •0.26 2.75 2 D+W151.20 3.05 092 044 = 3D+eWI 0.92 0,44 , 1.20 3.05 4 D + 0 •0.12 1.06 0.121'fA i 5 D k� W31.42 -1.424.67 .67 61.42 1,91 - G D+<W3: 1,42 1.91 „ 1.42 •1,67 7 D+.CG+1�* 60.45 0.3$ -0,14 0.80 .:`=,.�`, 0.14 0.$0 . 0.05. 0.3$ i Vl'C l iletCA0l1 d05.O10)a.vpt: Voc Verslofr 4:6 -Loc Grid Grid Hn IeR Land Hrc Right Load Hrz In i oad ' Hrz Out Load Up1iR Load Vrt Down Load Mcg v cw Lori, ti!n tt ,cw land ( H%) Case (Hx) Case '(.Hz) Cabe (Hz) Case (-Vy) Case (Vy) Case (•Jii_z) Case (Mzz) Case in-k in•k ., . 2.75 1 15 0/ 0- 2-A 1.42 51.41 `. 6 Date: 5/10/2001 -•. Design Report Time: 2:50 PM Page: 19 of 43 Wall - 4, Frame at 36/6/0 Frarrx ID:Rigid From Famefypd:R gid Frame x I • Vy Hx 15 1� '.Values shown are resisting forces of the foundation. Reactions -Load TypeetFrame Cross Section: 3 Type FitteriorColumn` Exterior Column, X•Loo ;0/0/0 151010 . Gridl -Grld2 . 3 -B3 -A, DasdPiate W x L (in) 8", 8 8 x 8 Ease Plate Thicloiess (in) 0.375 0.375 AnohorBolt Qty/Diam (in.) 240.750 2-0.750 Column Boo Elev. 100'A" 100'-0" Load Type Dom Hx v Hx vy,r E> Frtn -0.07 -0.16 •0.07 0.16 . if sE Frm 0.01 0.1 6.07 •0.16' D Frm 0.02 036 -0.02 036 CG Frm - - - L Fmi 0.14 1.43' -0.14 1.43 ' W1> Fmt0•G3' -1.87 •0.43` -033 <WI Fri 0.43 0.13 9,63 -1,82 WP Frm- 0.09' •0.88 0.09 - X0.88 W3> Frrn -0.74 -1115 -0.69 1 <143 Erni 6.69 _ 11,65 X-Loc:. rW; Iifz left Load Hrz IU0j Load Hrsln Load Hrc Ou4 Load VdDown Load Mom cw load Mom ccw Load (Hx) Caso '(-i1�) Caso Hz)CaseV) IL,,odrplyifl Case (vy), Casc (-Mzz) Case (Mzz) Case k k k in-k in-k _. 0/0/0 3•B 0.72 S 0.72 6 : - - - 1.52 2 1.7(I' 15/0/0 3-A 0.72 S 0:72 6 _ 1.52 3 1.78. L Bratifit, ReoetlonllromWA 4 X-Im OIbN `. 1816/0 Gr(dl � GHQ B4 B-2 Id : Load Combinndona Hx Vy Hx V Cs :: k 1 W i> -1.12 41.94 ; . . 0.94 "VO o.94 1,12 -0,94 0 1 "I �ff ..�� � _1__ �� I L 0:12 j A,14 `. ' f1 f'l C Date: 5/10/2001 —�_ Design Report Time: 2:50 PM _Page: 22 of 43 > i DESCRIPTION: o Diagonal Roof Bracing is typically used by VP Buildings to resist lateral wind loads and seismic forces acting perpendicular to the rigid frames. This Dkgonal "X" Bracing transmits the applied loads throughout the roof planes; delivering them to vertical bracing systems. and eventually into the foundation. Vertical Bracing systems are typically diagonal "X"-Bracing similar to roof plane bracing, although may also utilize vertical diaphragms, moment-resisting frames; concentric braced frames utllizingtension/compression members or tension only members, or other types of bracing systems, us permitted by Specifications,. ANALYSIS: VP Buildings Diagonal Bracing is analyzed by the Stiffness Method fo4 the applied wind loads and seismic loads acting on the strw t:. All diagonal members arc assumed to be considered to have pinned connecti As, while moment frames are typically assumed to be AiSC Type, Construct on (rigid frnmes). with pinnedliase connections. DESiGN: Diagonal Bracing is designed for axial forces, using the prevailing AISC Allowable forces acting on the Net Area of:atch member. Moment frames am also designed in accordance with. AISC allowed working stresses. MATERIAL: Typical Rod Bracing used by VP Buildings is 65 ksi Structural Steel. Angle bracing is typically 50 ksi steel, tube bracing is 46 ksi, and moment frames are typically designed and constructed from 50 ksi steel, Shape: CANOPY Loads and Codes - Shape: CANOPY City: Orovilie County: Butte Stater California Country: United States Building Code; 1997 Uniform Building Code Built Up: 89AISC Rainfall: 4.00inper hour Building Use: Standard Occupancies Cold Forth: 89AISI Allow. Overstress: Fnn:1.03, Sec: 1.03, Brc: 1.03 Dead and Collateral Loads Live Load Collateral Grnvity;0.00 psf Roof Covering+ Second, Dead Load: 2.45 psf Live Load: 20.00 psf Reducible Collateral Uplift: 0.00 psf Frame Weight (assumed forseismic):2.50 psf IL for Below Eave Canopy:N/A Wind Load Snow Load Seismic Load Wind Speed: 80.00 mph Ground Snow Load: 0.00 psf Scasmic: Zone 3 Wind Exposure (Factor): rC (1.071) Design Snow (Sloped): 0.00 psf Seismic Importance: 1,000 , Parts Wind Exposure Factor, 1.071 Snow Exposure Category (Factor): 1 (1.00) Framing Seismic Period: 0;2792 Wind Enclosure: Open Snow importance: 1.000 Bracing Seismic Period: 0.1595 Wind importance Factor, 1.000 Ground /Roof Conversion: 1.00 Soil Profile Type: Stiff soli (D, 4) Base Elevation: 0/0/0 % Snow Used in Seismic: 0.00 Frame Redundancy Factor.1.0000 Primary Zone Strip Width: N/A Seismic Snow Load'. 0.00 psf 13mcc Redundancy Factor: 1.0000 Parts / Portions Zone Strip Width: 1/6/0 Frame Seismic Fac (Cs): 0.2000 Basic Wind (Pressure: 17.54 psf Brace Seismic Factor (Cs); 0.1800 Deflection Conditions ' Frames are vertically supporting:Metat Roof Purlins and Panels' Frames are laterallysupporting:Metal Wall Girts and Panels Purlins are supporting:Metal Roof Panels Girts arc supporting:Metal Wall Panels Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. ,Design rbinatioriiBmcing NoDoNotUsoo'gFactor Application Description `l System 1.333 7.0W1> 2 System 1.333 1.0 <Wt 3 System 1.333 0.714 F2 4 System 1.333 0.714<11 VPC File:CA0113405-010El,vpc VPC Version :2.6 Date: 5/10/2001 Design Report Time: 2:50 PM c Page: 23 of 43 i Dracin Member Dal n Summary: Roof. A Allow. Overstress: a 1.03 Member From To Start Start End End Bracing Length 'Design Diaph . Total Stress ld. Design Type FL FI, X Y a V Shape R Az1a1' Action Axial Ratio` 'Cs Status 2 0/0/ 0/0 Diagonal 1 2 0/5/ 0/0/ 18/6/0 7!8112 80.375 19.59 -0.63 0.0 -0.63 0.16 2 Yes 18.50 00.02 Diagonal 1 2 0/6 7/8/12 t8(W 0/0 2 80.375 7/8/12 19:59 -0.63 0.00 -0.63 0.16 0.00 1.12 VPC File:CA0113405.010E1.vpc VPC, Version 16 1 Yes Strut 1 2 0/0/ 0/0 1 W610 0/0 - 18.50 00:58 0.00 0.58 -Strut 2 3 18/61 0/0/ 37/0/ 0/0/0 18.50 00.02 0.00 0.02 - Strut 1 2 0/0/ 7/8/12 18/6/0 7/8/!2 - 18.5 *IA2 0.00 1.12 Strut 2' _ 3 18/W 7/8/12 .37/0/0 7/8/121 18.50 °0.05 O.01 0.05 VPC File:CA0113405.010E1.vpc VPC, Version 16 ' Design Report Date: 5/10/2001 Time; 2:50 PM Page: 24 of 43 TI Bracin Member Desi,n Summa • Roof • B Alto*. Overstress, R 1.03 Member Type From FL To FL Start, X Start Y End X End Y Bracing Sha a Length 11 Design Axial (k) D'taph Actio Total Axial (k) Stress Ratio Ld Cs Design Status Diagonal 2 3" 18/6! 0/0/ '36/610 7/8/12 80.375 19.5 -0.63 0. -0.63 0.16 1 Yes Diagonal 2 3 18/610 7/8/12 36/6/0 01010 R 0.375 19.59 -0.63 0.0 0,63 0.16 2 Yes Strut 2 3 18/6/ 0/0/0 37/0/0 W01 18:5 '0,58 0. 0.58 Strut 1 2 0/0/ 0/0/ 18/6/ 0/0/ 18.5 •0,02 0.00 0.02 Strut 2 3 18/6/0 7/0W2. 37/0/0 7/8/12 18.5 *1.12 0.00 1.12 Strut 1 2 0/0/0,7/80 .18/6/0 7/8/1 - 18:5 '0.05 0.001 0.05 - Date: 5/10/2001 Design Report Tilme: 2:50 PM ' Fame: 25 of43 O U U 1, T" Ai^tuber Desi u Summa : Sidcwall : Z .Ulow Overstress' =1.03 rac n Member From To Start Start End End Bracing Length Design Diaph Total Stress Ld Design yhc 1'L, FL X Y X Y. Shape R Axial Acdon Axial • Rude Cs Status nal 2 3 I8/ 0101 361610 15/0/ R0375 23.43 -1.46 0.0 -1 AG 0.38 2 Yes onal M 2 3 I8/G/ 13/0 361 0/Ol R0.37¢ 23.43 -1A OA •1.4 0.38 1 Yes rut 2 3 18/61 151 37/0/ I SIOI 18,5 *0. 0.0 0.0 - Date: 5/10/2001 Design Repert Time; 2:50 PM - Page: 26`of43 V V U U II 1 p'.n' 'I P�:fl• racing Member Design Summary, Sidewall .4 Allow. Overstress: =1.03 Member. From To Start Stall End End Bracing Lcngth Design Diaph Total Stress Ld Design T e FL FL X X X Y Shape tl Axial Action Axial W Ratio Cs Status Diagonal2 0/6/0 0/0/ 18/6/ 15/0/0 R 0.375 23.43 -146 0. -1.46 0.38 1 Yes Dingonai 1 2 0/6 15/0/ !8/6l 0/0/ 80.375, 23.43' -1.4 0.0 -1.4 0.38 2 Yes Strut 1 2 0/0 15/0/0 18/6/ 15/0/ - 18:5 •0. -0:0 . 000- _ - Date: 5/10/2001 Design Report Time: 2:50 PM Page: 27 of 43 Loads mud Codes -Shape: CANOPY City: Oroville, County: Butte State: California Country: United States Uniform Building Code: 1997 Uniform Building Coda Built Up: 89AISC Rainfall: 4.00 in per hour Building Use: Standard Cold Form: '89AiSI Allow, Overstress: Fran: 1.03, Sec: 1.03, Bre: 1.03 Dead and Clillateral Loads Live Load Collateral Grav;ty:0.00 psf Roof Covering Second. Dead Load: 2.45 par Live Load: 20.00 psf Reducible Collateral UpIIR' 0.00 psf Prime Weight (assumed for seismic):2.50 psf LL for Below Eave Canopy:N/A, Wind Load Snow Load Seismic Lead Wind Speed: 80.00 mph 01round Snow Load,, 0,00 psf Scismici Zone 3 Wind Exposure {Factor): C (3.071) Design Snow (Sloped): 0.00 psf' Seismic Importance: 1:000 ` Parts Wind Exposure Factor:l.o7 C Snow Exposure Category (Factor): 1 (1.00) Framing Seismic Period -'0.2792 Wind Enclosure: Open Snow importance: 1,000 Bracing Seismic Period; 0.1595 Wind Importance Factor: 1.000 Ground/ Roof Conversion: 1.00 Soil Profile Type: Stiffsoil (D, 4) Base Elevation: 0/0/0 % Snow Used in Scismfe:0.00 Frame Redundancy Factorl MOO Primary Zane Strip Width: N/A Seismic Snow Load: 0.00psf Brace Redundancy Factor.1.0000 Parts / Portions Zone Strip Width: 1/6/0 Framc Seismic Factor (Cs): 0.2000 Basic Wind Pressure: 17.54 psf Brace Seismic Factor (Cs): 0.1800 Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Pro.,'ect Engineer to obtain all code and loading information for this specific Wilding site. Resign Load Combinations - Purlin No. Do Not Use Origin Factor Application Description 1 System , 1.000 I.OD+i3OCG+1,01, 2 System Derived 1.333 1,0 D+ 1,0 Wl>+ 1.0 WBl> 3 System D:rived 1.333 1.0 D + 1.0 <W2 + 1.0 WB i> 4 System Derived 1.333 1.0 D+ 1.0 W3>+ 1.0 WD I> 5 System Derived 1.333 101)+1.0WI>+1.0<WBl' 6 System Derived 1.333 1.0 D+ 1.0 <W2+ 1.0'<WBI 7 System Derived 1.333 1.0 D+ 1.0 W3>+ 1.0 <WBt 8 System Derived 1,333 1:0 D+ 1.0 Ca +0.714 EB> 9 System Derived 1.700 1.200 D+1.200 CG + 0.500 L+ 1,0 EB> 10 System Derived 1,333 LO D + 1.0 CG + 0.714 <111311 System Derived 1.700 1.200 D+ 1.200 CG + 0.500 L+ 1.0 <EB DN,'Ign Load Combinations - Circ No. Do Not Use Origin Factor Applicatinn Description 1 System 1.333 1.0Wt> 2 System 1.333 1.0 <W2 3 System 1,333 1.0 W3> 4 System 1.333 1.0 <W4 Deflection load Combinations - Giri No. Do Not Use Origin Factor Deflection, Application Description I System 1,000 120 0.750 WI> 2 System 1.000` 120 0,750 <W2 3 System 1.000 120 0.750 W3> 4 System 1.000 120 0.750 <W4 it WC TiletCA0113405-010Ei Vp f _ i_ VPC Version t2. I Date: 5/10/2001 Design Report Time: 2:50 PM ' ; _ Page: 29 of 43 Roof B Maximum`'"nnriary Des'gns for Shap-, CANOPY on Side B ^— Exterior 1 interior Exterior Des len Uescription Design Detail % % % % Ld Lap ^/o % % % Ld % % V. % Ld Lep Id fi _ Status 1:o in, Bnd Shr Crab Wco Cs in,) Bad Shr I Cmb I We o Cs Dad Shr Crab Wen Cs in. 1,1 18.50 6.50x0.059 TC—un Yes 12 0.74 0.27, 0,74 0,00 1 0.49 0.15 0,49 0.56 1 12 1,2 18,50 6,50x0,059 Z Can Yes' 12 0.49 0.15 0.49 0.56 1 12 0,74 0,27 0.74 0,00 1 2,1 18,50 6.50x0.059 Z Con Yes 12 0,61 0.22 0.61 0.00 1 0.41 0,12 0.41 0:47 l 12 2,2 18,50 6.50x0.0, a Z Con Yes 12 0.41 0,12 0.41 0,47 1 12 0,61 0.22 0.61 0,00 '1 3,1 18.50 6,504,019 HZ Sim Yes 0 0.46 0:00 0,46 0.00 I 13,21 18.501 6.504.059EZSim Iles 0 0.40 0,00 0;55 0.60 7 MaAmum Seconds DcOcctionsior Sha ie CANOPY on Slde B i 0 Purlin Anchors a Forces vaiusted Using D+C +L Shape Force Rcs161MCC Nurab.Purlins Roof An le Fitch S 0.0000 1,1280 3 14,036( 3.000:12) 13 '0.0000 1.1280 i 3 14.036 3.000:12 , ' i 'Vt"C Vt:C VPC Ilc:C.A,0113465-010131, c cion:2,6 i 4.a.+:r.4±-'.'r'..�+.-�'.; ..+.w...u».,...,,,.,.... �.,.......;.v...,.,.�....� J Desi 1d `Se eat Deflection in; _ —Ratio Location(ft) Load Case Description 1 1 .., 1 2 � 1 . Z 2 _ 3 1 Date: 5/10/2001 Design .Report Time: 2:50 PM' Page: 28 of 43 Roof : A Y Maximum Seeond'r Designs for Shone CANOPY on Side A Maximum Seconda Deflections for Shane CANOPY on Side A Desi Id Se went Deflection in, Ratio I ocatirn 11 Load Case Description I 1 _ 1 1 2 _ 2 1 Exterior I Interior I Ex tc *or Des Len Description Design Detail % % % % 'Ld Lap % % % °,o Ld % % % L.d Lap Id R Status La in. Bud Shr Cmb Wcp Cs lial Bnd Shr. Cmb "Wc Cs Bud Shr I Cmb We Cs I in. 1,1 18.50 6.50x0.059 Z Con Yes 12 0.74 0.27 0.74 0.00 1 0,49 0.15 0.49 0.56.1 12 1,2 18.50 6,500.059 Z Con Yes 12 0.49 0.15 0.49 1 0.56 1 12 0.74 0.27 0.74 0.00 1. 2,1 18.50 6.504,059 Z Con Yes 12 0,61 0.22 .0.61 0.00 '1 0.41 0.12 0.41 0.47 1 12 2,2 18.50 6.500.059 Z Con Yes 12 0.41 0.12 '1.41 0.47 1 12 0.61 0.22 0,61 0.00 1 3,1 18,50 6,50x0.059 EZ Sim Yes 0 0,40' 0.00 0,55 0.00 7 3,2 18.56 6.50x0.059 EZ Sim Yei 0 0.46 0.00 0.46 0.00 1 Maximum Seconda Deflections for Shane CANOPY on Side A Desi Id Se went Deflection in, Ratio I ocatirn 11 Load Case Description I 1 _ 1 1 2 _ 2 1 j Date: 5/10/2001 .design Report Time; 2:50 PM ' a Pages 30 of 43 1 ., Loads and Codes - Share: CANOPY } City.-.. Oroville County; Butte State. California Country: United States Building Code: 1997 Uniform Building Code Built Up: 89AiSC Rainfall; 4.00 in per hour Building Use; Standard Occupancies Cold Form: 89A1SI Allow. Overstress: Frm 1.03, Sec: 1,03; Brc:1.03 Dead and Collateral Loads Live Load Collateral Gravity;0,00 psf Roof Covering+ Second. Dead Load; 2.45 psf Live Load; 20.00 psf Reducible Collateral Uplitf:' 0.00 psf Frame Weight (assumed for seismic):2.50 psf LL for Below Eavq Canopy;N/A Wind Load Gnow Loyd Seismic Load Wind Speed: 80.0 mph Ground Snow Load: 0:00 psf Seismic: Zone 3 Wind Exposure (Fctor): C (1.071) Design Snow (Sloped): 0.00 Of Seismic importance: 1.000 Parts, Wind Exposure Factor. 1.071 Snow Exposure Category (Factor):1 (1.00)• Framing Seismic Period; 0.2792 Wind Enclosure: Open Snow lmporrutce: 1.000 Bracing Seismic Period; 0,1595 Wind Importance Factor. 1.000 Ground /RCof Conversion: 1.00 Soil Profile Typr:Stiffsoii(D,4) Base Elevation: 0/0/0 % Snow Used in Seismic: 0,00 Frame Re0indancy Factorl.0000 Primary Zone Strip Width; N/A Seismic Snow Load: 0.00 psf Brace Redundancy Factor,1,0000 Parts ;Portions Zone Strip Width: 116/0 Brame Seismic Factor (Cs): 02000' Basic Wind Pressrire: 17.54 psf Brace Seismic Factor (Cs): 0,1800 Deflecilon Conditions Frames are vertically supporling:Metal Roof Purlins and Panels Frame-, are laterally supporting:Metal Wall lJirts and Panels Purlins are supporting:Metal RoofPanele Girls arc supporting;Metal Wall Panels Per Article 2.9 in the BuilderAgrcrment VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading inrermation for this specifio-building site. Design Load Combinations - Framing No. Do Not Use Origin Factor Application Description 1 Systynn 1.000 1,0 D+1.0 CG+ 1.0 L 2 System 1,333 1.0 D+ 1.0 WI> 3 System 1.333 1.0 D+ 1,0 <Wl 4 System 1.333 i.0 D+ 1.0 WP 5 System 1.333 1.0 D+ 1.0 Was 6 ;System 1,333 1.0D+1.0<W3 7 System 1.333 1;0 D + 1.0 CG + 0.714 F7 8 System 1.333 1.0D+'1.000+0.714<E Deflection Load Combinations - Framing No, Do Not Use Origin Factor Def H Def V Application Description' I User 1.000 60 0 1.0 2 User 9.000 60 0 1`.0 <E <E 3 System 1.000 60 0 0.750 WI> 4 System 1.000 60 0 0.750 <W l 5 System 1.000 60 0 0.750 WP 6 System 1.000 60 0 0.750 W3> 7 System 1.000 60 0 0.750 <W3 8 System 1.000 60 0 0.600 D 9 System 1.000 60 0- 0.600 <E VPC File:CA0113405-01OEl,vpc VPC Version :2.6 Date; 5/10/2001 _ Design Report Time: WO PM' Pagel 31 of 43 Wall 9 4, Frame at: 0/6/0 Frame Cross Section 1 - � v Y X Dirnension Ito 1 1'-73/8" 2 2g2' -Ill 3 1 1/8" 4 6'-101/2" FOme Clearances' Hoelz, Clearance between members 1(CA01) and 4(CX001)t 131-6 Veit, Clearance at member t (CXOOI):13'•101%4" Ve:'L Clearance at member 4(CXOO1)f 13'-10 U4" Finished Floor Elevation . 100'-0" (Unless Noted otherwise) VPC File1G 4g113405.010Ei,vpc VPC Version 12.6 Date: 511017.001 Design Report Time: 2:50 PM Page: 33 of 43 Bolted Connections 0325 Its Mem. No A. No. Thick, in. Width in. Length !n. BoltDiam. in. Rows Out 4 Boll Out Stiff, Out Rows In 4 Bolt In - Stiff, in Pitch in.) Type Conn, Capacity I Out (in.k) Capacity In in -k 1 2 0.375' 6.00 9.50 0.750 1 0 0 1 0 0 2.50 KN(Facc) STD 107,9 107,9 Shear' 1 0,375 9.00 6 =11 .02 •100.1 0,0 0.40 0.19 13.29 0.00 8,01 22:OG 26.37 KN(Facc) STTDD 0.1)09 07.9 2 2 0.375 6.00 10.28 0,750 1 0 0 1 0 0 2.50 0.032 3 112.3 1123 3 1 '0.375 6.00 10.28 0.750 1 , 0 0 1 0 0 2.50 SP STD 112.3 112.3 3 2 0.375 6.00 10.00 0.750 1 0 0 1 n 0 2,50 KN(Facc) STD 107.9 107,9 4 2 0.375 6.00 9.50' -0.750 1 0 0' 1 0 0 _2.50 KN(Facc) STD 107.9 107.9 Flange Brace Suninine Member From Member Joint 1 From Side Point 1 _ Part Design Note 2 2/8/12 4/6110 FB2050 Depth Load Axial 2 5/7112 117/10 FB2050 Axial Shea 3 11610 ln(10 FB2050 Stress 3 41510 416110 FB2050 % •-__ __ .._ �_...._.:.�__ �::��__. , .+--.���.�= ` ---' ^--- -:.a ►...:u..:..., r..:..ia_.a c._...e..,:,. iu.,...i... n,.:..�i.,... e... r..... -i.t�e i Actual Farces Actual Stresses Allowable Stress Condition Mem. Loc. Depth Load Axial Shear Mom -x Mom•y Axial Shea (tlnd-X Bod•Y - Stress /Farea- Qs Sam, % No, R in. Case k it in -k in -k . .. ksi ks ks ksi Axial I Shear I Bnd-X Bnd-Y Bnd+Ax Shear' 1 13.8 9.00 6 =11 .02 •100.1 0,0 0.40 0.19 13.29 0.00 8,01 22:OG 26.37 35,47 0.515 0.1)09 2 0:2 9.0 6 -0. 0. 98.3 0. 0.14 0.71 13,05 0.0 33:24 22.0 35.47 35.4 0.372' 0.032 3 7.05 9.0 5 -0.4 -0. =98.3 0.0 0:14 0.71 13,05 0.00 32.22 22,0 35.47 35.47 0.372 0.032 4' 13.8 9. 5 •1. 0.2 -100.1 0. 0.4 0.1 13.29 '0. 8.01 22.0 26.37 35.47 0.515 0.009 Mcm. Loc, 'Depth Area Rx Ry Lx Ly -1 Ly -2 Kix Klyl jKIy2 SX Lb1 Rt -1 :,b2 Rt -2 Qs Qa Cbl Cbl No. A in. In.2 _tn. in. in. in. in. /Rit /R /R in.3 in. I in. in. in: 1 13,86 9.00 2.52 3.67 ,1.05 16638 166.3 7.0 68.0157.6 7.53 166.3 1.38 7.0 U2-9 0.89 1.0 1.75 1.01 2 0.29 9.00 2.5 3.67 05 84.62 7.0 32.7 23:1 6. 31, 7.53, 7. 1.2 32,7 1.3 0.89 I.0 1101 1.18 3 7.05 9.0 2,5 3.67 1.05 84,62 32.7 7.0 23.1 31.0 6.6 733' 32.7 1.30 '7.0 1.29 0.89 1, 1.18 1.01 4 13.86 9. 2S 3.67 1.05 166.28 166.3 7.0 68.0157,6 6.6 7.53' 166.3 '1.38 7.0 1.29 0.89 1.00 I'M 1.01 Design Report From Location Design 'Parameteno Location Avg. Bay Space Description' 1 Angle Date: 5/10/2001 Time: 2:50 PM Page: 32 of 43 DESCRIPTION:, VP Buildings RIGID FRAMES (Type "RF") are solid -web framing systems consisting of tapered or uniform rafters rigidly connected to tapered or uniform depth columns. The frame provides a clear span (no interior columns) and is designed to support the applied loads as specified. (A1SC Type;) Construction) - ANALYSIS: The boundary conditions established for RIGID FRAMES assume the rafter beam is u fully continuous member, spanning from building cave to building cave, with exterior columns rigidly attached (nroment-resisting, connection). The Exterior Columns are typically pinned connected (free to rotate) at Chair base connection to the foundation. DESIGN: RIGID FRAMES are designed in accordance with the AISC "Specification for Structural Steel Buildings"; 9th Edition, MATERIAL: Structural steel plate, bar, and/or sheetintended for use in RIGID FRAME bolted and/or welded constructions typically Will be of matcrial based on the requirements otASTM A529, A572, A570, or A607, Grade 50, Frame Member Sizes Mem.: ..14.44 , Bounds Fig Width: :Fig 7111; Web Thk Deptfil Deplh2 Length Weight:. Fig Fy- Web Fy' Splice Codes .Shape No. (in.) in. in. in. in. tt _ 0.0070 0.0000 i i 7t.1 X22 138 _ 1 5.00 0,1345 0.1345 7.00 9.00 14,44 129.1 50.00 50.00 BP KN 3P 2 3 q 5,00 5.00 5 00 A.134S 0.1345 0.1345 0,1345 0.1345 0.1345 9.00 9.00 7.00 9.00 9.00 9.00 7.73 7.73 72.8 72.8 129.1 50.00 50.00 50,00 50.00 50.00 50,00 KN SP _ BP SP KN FN 3P 3P 3P y, -r VV 1--- ,.. Frame Pacing Weight a 432.5 (p) (includes all pieces) Member X i oc Y -I oc Supp. X Su P. Y Moment Di lacemtnt X in. Dis laccment Y in. 3r.. 1 0/010, 0/C!0 Condition Summa' Yes No 0 OOLD 0.0000 0.0000' 4 iS'0/0' 0 0/0 Yes Yes No 0.0070 0.0000 0.0000 D+CG+L 0.16 1 J -0.16 138 _ (-Hz) - 2 D+WI -0.61 -1.52 y, -r VV 1--- ,.. Frame Pacing Weight a 432.5 (p) (includes all pieces) Member X i oc Y -I oc Supp. X Su P. Y Moment Di lacemtnt X in. Dis laccment Y in. Displacement - . tad: 1 0/010, 0/C!0 Ycs Yes No 0 OOLD 0.0000 0.0000' 4 iS'0/0' 0 0/0 Yes Yes No 0.0070 0.0000 0.0000 X -Loc 0/0/0 15/0/0 Hrz IcR Load Grid -Gtid2 i -B 1-k lin, In Load Ld Description Hx I Vy Hx V Vri Down load Cs (application Stur n (k 1 1 No. 1 D+CG+L 0.16 1 J -0.16 138 _ (-Hz) - 2 D+WI -0.61 -1.52 -0.46 0.23 (Vy) Case 3 D+<Wi 0.46, 0.23 0.61 -1.52' 8 8 4 D + V,R; -0.06 -0.571 0.06 .0.52 _ . OS -0.1875 5 D+VP3> Oi72 -0.79 -0.72 1.00 6 D+<W3 072 100 0.72 -0.79 010/0 1-B 0,72 5' 0.72 6 - - 7 1)+CG+D -0.03 0.24 -0.07 0.47 - 8 D+CG+<6 0,07 0;47 0.03'... 0.24 - - - Maximum Reactions Summar - Fmmin X -Loc' Grid Hrz IcR Load Hrz Right Load lin, In Load Hrz Out Load Uplift Load Vri Down load Mom cW LoadKCCW(-Y.x) DesDescriptions_ 1 1 No. in. Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-M7z) Case1 �l 0.375 8 8 2 0.750. A36 . OS -0.1875 (k in -k 010/0 1-B 0,72 5' 0.72 6 - - - - 1.52 2 1.78 1 - - INO/0 1-A 0.72 5 0.72 6 - - 1.52 3 1.78 I Hase Plate summa Mem. StiiL VPC File:CA0113405-010E1:vpc VPC Veesion :2.6... X -Loc Grid h/t Mem. Thickness Width Length Num. Ot Bblt Dianw Type ft in. Welds to Welds to in. in: hi. DesDescriptions_ 1 1 No. in. in. in. Bolts in. F-FP,W-0S-0.1875 F1atY a Wak i3.82 8.731 I0 OID/0 1-I3 0.375 �l 0.375 8 8 2 0.750. A36 0S-0,1875 OS -0.1875 i510 Web Stiffener SummaF Mem. StiiL VPC File:CA0113405-010E1:vpc VPC Veesion :2.6... Dec. Loc. Web Depth h/t a/h a Thick. Width Side Welding No. Na ft in. in. in: hi. DesDescriptions_ 1 1 53 13.82 8.731 N/A N/A N/A 0.1875 2.000- F-FP,W-0S-0.1875 4 1 S3 i3.82 8.731 I0 1-A 4 0.375 8 8 2 0.750 A36 OS -0.1875 OS -0.1875 Mem. StiiL VPC File:CA0113405-010E1:vpc VPC Veesion :2.6... Dec. Loc. Web Depth h/t a/h a Thick. Width Side Welding No. Na ft in. in. in: hi. DesDescriptions_ 1 1 53 13.82 8.731 N/A N/A N/A 0.1875 2.000- F-FP,W-0S-0.1875 4 1 S3 i3.82 8.731 N/A N/A N/A 0:1875 2:000. F-FP,WOS-0.1875 Date: .M 0/2001 Design Report TIme: 2:50 PM Page: 34 of 43 User UcOned Frame Line Loads for Cross Section: I Side Units Type Description MORI Loci Mag2 Loc2 Supp. Dir. Coer. Loa 1 pit WI> wind load on open sidewall 75, 7/610 75. 14/11/1 N RIGHT 1.000 OF io Member Joint Load Case 4 1 plr <Wl wind load on open sidewall -75. 7/6/ .75. 14/11/1 N LEFT 1.000 OF 4 • Negative horizontal deflection is left 1 plf W3> wind load on open sidewall 75. 7/0/0 75. 14/11/1 N RIGHT 1.000 OF 1 plf <W3 wind load on open sidewall -75. 7/6/0 .75, 14/11/1 N LEFT 1.000 OF 4 plf Wl> hindload on open. sidewall 75.0 7/6/0 75, 14/11/1 N RIGHT 1.000 OF 4 4 plf W3> vAnd load on open sidewall 75. 7/610 75.0 14/11/1 N RIGHT 1.000 OF 4 plf'. <WI windload onopen sidewall -75, 7/6/ -75. 14/11/1 N LEFT 1,000 OF 4 4 plf <W3 'nd load on open sidcwall -75. 7/6/ -75. 14/11/1 N LEFT 1.000 OF Dcscri tion Deflection in. Rat { Y Maximum Frame Deflection Summml for Cress Section; I Max. Horizontal Deflection Max Vertical Deflection tors an 1 _1.347 0.050 (H/126) U3387 4 2 � 2 2 ':. X r <W3 <Wl io Member Joint Load Case Load Case Dcsaiption • Negative horizontal deflection is left • Negative vertical deflection is down Lateral deflections of primary frames are calculated on a bare frame basis and do not include resistance from systems such as roof and cndwall diaphragms; Therefore, these deflections may be considerably overstated. i V.PC Fi1eCA0113405-01 OE1.vpa y VPC Version :2.6 Dcscri tion Deflection in. Rat � _ Max. Horizontal Deflection Max Vertical Deflection tors an 1 _1.347 0.050 (H/126) U3387 4 2 � 2 2 ':. 7 4 <W3 <Wl Y X Dimension Key 1 P-7 5/B" 2 2,@V 'll 3 31/8" A 16'-10 t/2" lrrame dearatne.r Holz. Cleamnee between members 1(CX002) find 4(CX002): 131-6" Vcri, Cleamnec at membd I(CX002): iY-101)9"' Vert. Cleamnce a1 member 4(CX002)! 13'-10 1/4" FlnlsW Floor Glcvadon a 100-0" (Onled3 Note Vibavd8c) - - VPC File:CA0113405.0101;1,v c SPC Version:16 Date 5/10/2001 Design Report Time: 2:50 PM Page: 36 of 43 Frame Loratlan Dealen Parameters:.-. DESCRIPTION: VP Buildings RIGID FRAMES (Type "RB") are solid -web framing systems consisting of tapered or uniform rafters rigidly connected to L,,,red or uniform depth columns. The frame provides a clear span (no interior columns) and is designed to support the applied loads as specified. (AISC T)Ve 1 Construction) ANALYSIS: ' The boundary conditions estalalished for RICH 'FRAMES assume the raP;r bram is a fully continuous member, spanning from building cave to building cave, with exterior columns rigidly attached (momcnt•resisting connection). The Exmdor Columns are typically pinged connected (free to rotate) at their base connection to the foundation. DESIGN_: " RIGID FRAMES are designed in accordance with the AISC "Specification for Structural Steel. Buildings", 9th Edition. MATERIAL: Structural steel plate, bar, and/or sheat intended for use in RIGID FRAME bolted and/or welded constructions typically will be of material based on die requirements of ASTM A529, A572, A570, or A607, Grade 50. Frame Member Shea Mem- F1g Width FIg Thk Wcb Thk Depthl Depth2 Length Weight Fig Web Fy Splice Codes Shape No. `in.` in. in.` in. in. ft i si h.1 A.2 ILoadlHrz Case 1 5.00 0.1345 0.1345 7.00 9.00 14;44 130.1 50.00 50,00 BP KN 3P 2 5:00 0.1345 0.1345 9100 9.00 7.73 74,9 50.00 50.00 KN SP 3P' k 5,00 0.1345 0.1345 9.00 9.00 /.73 74.9 50.Uo, , 50.00 SP • KN 3P L3 4' 5.00 0.1345 0.1345 7.00 9.00 14.44 130.7 50.00 50.00 BP KN 3P luwrrrumc rrclgu}a""" W! tuiq,uu -p.-I Frame Pricing Weight=454.9' (p) (includes all pieces) Mr.,nbcr X -Loc Y -Loc Supp. X Su . Y Moment Displacement X in. Displacement Y(in.)" Displacement ZZ(ruil,,) I ,` 4 0/OIO 15/OIO 0/010 010/0 Yes Yes Yes Yes No No 0.0000 0.0000 Frame. Reactions - Load Cases at Frame Cross Section; 2 luwrrrumc rrclgu}a""" W! tuiq,uu -p.-I Frame Pricing Weight=454.9' (p) (includes all pieces) Mr.,nbcr X -Loc Y -Loc Supp. X Su . Y Moment Displacement X in. Displacement Y(in.)" Displacement ZZ(ruil,,) I ,` 4 0/OIO 15/OIO 0/010 010/0 Yes Yes Yes Yes No No 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 X -Loc X -Lod 0/0/0 Tniclo!ess 15/0/0 Load Hrz rt Load Grid - Grid2 2-B Uplin 2-A . Vrt DOvm Load Lrl Description Mom ccw_ V HX !'^` (-Hx) ILoadlHrz Case Cs(applicationfactornotshown Case (-Hz) Case (k)1 Case (,•Vy) Case (vy) D+CG+1. (-Mzz) 2.75 -0.26' 2.752 3 A.750 A36 D+W1> rk -3.05 -0.92 0.443 k k D+<Wl k 0.44 1.20 -3.054 Lin -k) 010!0 D+WP 1,42 -1.06 0.12 -1.06 - 5 D+W3> 3.05 -1.67 -1.42 7.91 6 D+<W3 . 1.91 1.42 41.67 - - 6 7 D+CG+'B> -0.05 0.38 0.14 0.80 - , -: 8' D+CG+<E 0.14 0.80 0.05 0.38 - X -Loc Grid Hrz left Tniclo!ess Right Load Hrz rt Load H9ut Load Uplin Load Vrt DOvm Load Mom cw Load Mom ccw_ Load in. Flange Web (-Hx) ILoadlHrz Case (Hx) Case (-Hz) Case (Hz) Case (,•Vy) Case (vy) Case (-Mzz) Case (Mu) Case 3 A.750 A36 OS -0.1875 OS -0.1875 0.18i5 2.000 k F -FP W-OS•0.1875 k k k On -k) Lin -k) 010!0 2•II 1,42 5 1.42 6 - - - 3.05 2. 2.75 95/0/0 2-A 1.42 5' 1.42 6 - 3.05 3 ` ase Plate Summary X -Loc Grid Mem: Tniclo!ess Width Length Num. Of Bolt Jam. Type Welds to Welds to Welding No. No. in, in. in. Bolts in. in. Flange Web -0/0/0 2-D l 0.375 -- Weh Stiffener Sume. ry 2, 0.750 X -Loc Grid Mem: Tniclo!ess Width Length Num. Of Bolt Jam. Type Welds to Welds to Welding No. No. in, in. in. Bolts in. in. Flange Web -0/0/0 2-D l 0.375 8 8 2, 0.750 A3G OS -0.1875 OS -0.1875 15/U/0 2-A 4 0.375 8 8 3 A.750 A36 OS -0.1875 OS -0.1875 Mem. Stiff. 1hsc. Loc. Web Depth h/t A a Thick Width Side Welding No. No. 11 in. in. in. in. Description 1 1 S3 '13.82 8.731 NM N/A N/A 0.1875 .2,000 Both. F-FP,W-0S-0.1875. 4 1 53 13.62 8:731 1',,1 N/A N/A 0.18i5 2.000 Both. F -FP W-OS•0.1875 «t VPC Filc:CA0113405-OIOEI.vpc VPC Version :2.6 Date; 5/10/2001 Design Report Time: 2:50 PM' : Page: 37 of 43 Bolted Comiectlons A325 Bolts Mem. No. Jt No. Thick in. Width in. Length in. Boic Diam. in. Rows Out 4 Bolt Out Stiff. Out Rows In 4 Bolt In Stiff. In Pitch in. Type Conn. Capacity Cjin-1, Out imkl ; :11 3 2 0,500 6.00 950 0.750 10 0 1 0 0 2.50 KN(Face) SM 191,1;12 Bnd-Y ksi 1 0,500 6,00 10:00 0.750. 1 0 0 1 0 0 2;50 KN(Foce)' SI t) 191.92 0 0.7 0: 0.28 0. 0.28 0, 0.7 2 0.375 6.00 10.28 0.750 1 0 0 1 0 0 2.50 SP STD 112.33 1 0.375 6.00 10.28 0.750_ 1 0 0 1 0 0 2.50 SP STD 112.33 Kt -1 7 0,500 6,00 10,00 0.750 1 ? 0 1 0 0 2:50 KN(Fac01 5TD 191:94 /R 2 0,500' 6,00 9.50 0.750 1 0 0 1 0 0 2.50 KN Face STD 191:4 Flan a Bruce Summlik Member:_ From Member Joint l From Side Point I Part Design'Note -2 2/8112 4/6/10 (2)FB2050 Case and 2 50/12 10/10 FB2050 1 Condition Shear 0.065 0,065 0.017 Cbl CU2 3 11610 1/7/10 FB2050 3 4/S/0 4/6/10 (2)FB2050 Allowable Frame em. No. j 1 2 3 4 Mem. Design Member Sum ml - ntrolling Load Case and Maximum Combined Stresses per Member Ocations are from doInt 1 Condition Shear 0.065 0,065 0.017 Cbl CU2 Actual Forces Actual Stresses Allowable Stress 'tial i . Shear k Mom -x in -k Mom in -k -y Axial ksi Shear Bpd -X Bnd-Y ksi Axial Stress Shear /Force Bnd-X �-- Bnd-1' Sum% Bnd+Ax Loc. ft Depth in, Load Case+.. 13.8 0.2 7.05 13.8 9.0 9.0 9. 9. 6 6 5 5 -L9 -0.7 -0.7 -1. -0.5 1.7 -1.7 0.5 •197,8 -194. -194, -197,8 0 0.7 0: 0.28 0. 0.28 0, 0.7 jj4325.77 0.0 0. 0.00 0.00 8.01 33,24 32:22 8.01 22,06 22. 22,06 22.06 26.37 35.47 35.47 26.37 35.47 35.47 35.47 35.47 0.734 0.734 1017 Loc, Depth rca. Lx Ly 1 , Ly -2 Klx Kiyl Kly2 SX Lbl Kt -1 L.62 Rt -2 Qs Qa ! No. R in. in:2 in. in. /Itx /R /12 in:3'- in: in.. in, 1 13.8 9.0 2,5 -a52 1628166.3 7•68..7.53 166.:1a87•1.29 1 0,89 C,01.75 1,01 2 039.02.5 t3.671.05 $4;62 7. 3Z.7 2311 6. 31:7:53 7.1,2932.7 1.30 0.89 1.(11.01 1.18 37.059.02t5 84.62 32:7 7.23:13).0 G,7.53 32.7 1:37.1.29 O,BQ 1.1i<1.18 1.01 4 1'3.86 9.02.5 166:28 166:3 7.0:166:3.1.38. T. 1.2 0.89 1,0 1.75 1.0 + r VPC 1 i1c:CAM 13405.0109144, VPC Versfon.:2,6 1 Date: 5/10/2001 Design Report Time: 2:50 PM Page: 38 of 43 User Defined Frame Line Loads for Cross Section: 2 Side Units Type Description Mag! Loci Mag2 Loc2 Supp. Air. Cocf. Loc. } plf W> wind load on open sidewall 150._ 7/6/ 150. 14/11/1 N RIGHT 1.000 OF 4 I Of <Wi wind load op,open sidcwall •110.0 7/6/ •150.0 M/1111 N LEFT 1,000 OF 4 1 pl f W> wind load on open sidewali 150. 7/610 150.0014/11/1 N RIGHT 1.000 OF A 1 pif <W3 wind load on open sidewall -150.0 716/ -150.00 14/11/1 N LEFT 1,000 OF 4 pif WI> wind load on open sidewall 150. 7/6/0 150. 14/11/1 N Riour '1.000 OF 4 4 plf <Wl windload on open sidewall •150. 7/6. -150.00 14/11/1 N LEFT 1,000 OF 4 4 pif W3> windload on open sidewall 150. 7/C/ 150. 14/1111 N RIGHT 1.000 OF 4 4 pif <W3 wind Icnd on open sidewall -150.0 7/6/ -150,0 14/11/41 N LEFT 1,000 OF i Y f Maximum Frame benectionSummary for Cross Section;2 Description I Deflection in. natio IMemberl Joint ILoadCasel Load Case Descri tion ax. Hrnizonwl L .^.action2.658 (H/63) 4 2 1 <W3 Max. Vertical DcflecttonTorSpan 1 0.096Ul789 2 2 4 <WI • Negative horizontal deflection is lett Negativr. vertical deflection is down Lateral dcnectirms of primary frames arc calculated on a bare frame basis and do dot include resistance from systems such as roof and endwall diaphragms:. Therefore, these dcilections may be considerably overstated. VPC File -CAO 113405-010ELVpt VPC Version 2.G Date: 5/10/2001 Design: Report Time: 2:50 PM ' Paget 39 of 43' Wall ; 4, Frame at: 36/6lti rrime Cross Section:3 b� rD i Y , ... Px Wmeadon; Kcy 1 1'-7 518" 2 2 (Q 2'-11" 3 31/8" 4 10-101/2" ,\ Frame Clearances Hodz, Clearance between menioers 1(CX003) and 4(CX003)I 13'-6" Vert. Clearance at member 1(CX003):13'10 l/4" Vett. Clearance at member 4(CX003), tX-101/4" ffntalud noor Mevatlon =100'0"(Untess NOW Qther Mic) 9 VPC FIlc;CAW 13466-'OtOrSlovpc JPG`Versfon ;2:6 .�.�,„:,�....w..—.,.�....-,.-.,....,.t,� .,.._,_..,�,.._._............:.,.�.-...,..__.....-a tyr"'�,r�«. ......m,�,:_.; :i1�.r'"-'�.rvn...,.,,�._,.,,.�,«�w�+p+��.F�,. , ..:``° . .•"� u em: No. o Jt No. Thick.- in. Date: 51XV2001 Length in. Design Report xime:2s0 PM 1 Page: 41 of 43 B lted C nnectlona A325 Bolts Rows In u em: No. o Jt No. Thick.- in. Width in. Length in. Bolt Diem. in. Rows Out 4 Bolt L Out Stiff.: Out. Rows In 4 Bolt 1n Stift In Pitch in. Type Cann, _ Capacity Out ink Capacity In in -k 12 FB2050 0.375 6.00 9.50 0.750 1 0 A S ' 0 , 0 2.50 KN(Facc) STD 107.9 107.9 2 1 0;375 6.00 10.00 0,750 1 0 6 1 0 0 2.50 KN(Facc) ,STI) 107.9 107.9 2 2 0,375 6.00 10.28 0.730 1 0 0 1 0 0 2.50 SP STD 112.3 112.3 3 1 0.375 6.00 10.28 6,750. 1 0 0 1 0 6 2.50 SP STD 112.3 1123 3 2 0.375 6.00 10.00 0 75b , 35.47 0 0 1 0 0 250 KN(Facc) STD 107,. 107.9 4 2 0.375' 6:00 9.50 0.750 .1 1 0 0 1 0 0 2.50 KN(Facc),STD 9. 107.9 107,9 FI All eBraceSummar Member I From McmberJcint l From Side Point 1 _ Part Design Note' 2 218/12 4/6/10 FB2050- Shwa 2 517/12 117/10 FB2050 ;Shear 3 V6/0 1/7/10 FB2050 /Force 3 4/510 416/10 FB2050 n Freme Design Member Summa - Controllin Load Case and Maximum Combined Stressesnee Member Locations nee from,Jolnt ° 1.; Actual Forces Actual Stresses Allowable Stress Cnuaition -' Mem, Lee, Depth Ltd Axial Shwa Mom•x Mom -y facial ;Shear Rnd•X Bnd-Y •- Stress /Force . - - Sum % % No., n in, Cl,'e k k in -k in -k ksi ksi ksi ksi Axial Shear Bnd-X Bnd-�' Bnd+Ax Shear 1 13,3 9. + -1. -0.2 -100.1 0. 0 4 0.19 1329 0.0 8.01 22.0 26.37 35:47 0.515' 0.009 2 0 2 9,0 i` -0, 0,9 98.3 0. 0.14 0,71 13.05 b.0 33.24 22. 35:47 35.47 0.372 0:032. 3 7,05 9. 5 1 -oA -0, :98,3 0, 0.14 0.71 13.05 0. 32.22 22. 35.47 35.47 0.372 0.032 4 13.8 9.0 1.18 3 -100,1 0. 0.4 0.19 1329 0.0 8.01 22. 26.37 , 35.47 0.515 0:009 Mem. Loc. Depth Arca Rx Ry Lx Ly -1 Ly -2 Klx Klyl Kly2 Sx Lbl Rt•I Lb2 Rt -2 Qs Qa Cbl Cbl No. [t in. in.2 in. in. in. in, in. /[tx /R /R inr3 in' in. in. in, 1 13,86 9.0 2,5 3.67 I:OS _ 166.2 166.3 7. 68. 157. 6. 7S3 166.3 1,38 7. 13 0.8'+ 1.0 1.75 1,01 2 029 9. 2.5 3.67 1.05 84.62 7: 32.7 23.1 6,G 31. '.53 7. 13 32.7 13 0.29 1.00 L01 1.18 3 7.05 9.0 2.5 3.67 1.05 '84.6 32:7 7. '23.1 31. 6.6 7,53 32:7 1.3 7, 1.2 0.89 4.ti 1:18 COl 4 13.86 9.0 2.5 3.67 1.05 166.28 166.3 7. 68. 157. 6. 7.53 166.3 1.38 9. 1.2 0,89 1.0 L75 1.01 Date: 5/10/2001 Design Report Time: 2:50 PM Page: 40 of 43 Frame Location Design Parameters: Location Av gay space Description up I Trib. OverrWc7 Design Status 36/6/0 1 9/6/0 __Ej d Frame 190.0000 1 Autamatic Design DESCRIPTION: . VP Buildings RiGID FRAMES (Type "1117") ere solid -web framing systems consisting of tapered or uniform rafters rigidly coa+tected to tapered or, depth 1 colwtms. The frame provides a clear span (no interior columns) and is designed to support the applied loads as specified" (RISC Type l Constru ANALYSIS: The boundary conditions established for RIGiD FRAMES assume the mticr beam is a fully continuous member, spanning from building cave to building eave, with exterior columns rigidly attached (moment -resisting connection). The Exterior Columns amtypically pinned connected (free to rotate) at their, base connection to the foundation, DESIGN: RIGiD FRAMES are designed in accordance with the AiSC "Specification for Structural Steel Buildings .9rh :i inion MATERIAL: Snuctuml steel plate, bar, and/or sheet intended for use in RIGID FRAME bolted and/or welded constructions typically will be of material based on the requirements of ASTM A529, A572, A570, or A607, Grade 50. Frame Member Sizes Mem; Fig Width Fig Thk; Web Th k Dcpthl D, pth2 Length Weight Flg Py Web Fy Splice Codes Shape No. in. in. in, in. in. it Hx si ii Jt.1 J1.2 1' 3,00 0.1345 0:1345 7,00 9,00 14.44 129.1 50,00 50;LW BP 3F 2 S•00 0,1345 0,13A5 9,00 9.00 7,73 72.8 50.00 SO;Ol1 ICN 3P :KN:[ 3 5.00 0.1345 0,1345 1`.00 9.00 7,73 - 72.8 50:00 50.00 SP 3P 4 5.00 0,1345 0.1345 7.00 9,00 14.44 129.1 50.00' 50.00 BF 317 Mn4fmiim Rr�cfinne Rummerv:Rlro intnn X -Loc. Grid Hrz left Load Hrz Right Load Hrz In Load Ha Out Load UpliRt Load Vrt Dowd Logd Mom cw Load Mom cow Load (-Hx.) 'Case (1 -Ix) Case (-Hz) Case (Flz) Case (-Vy) Case '(Vy) Case (•Mas) Case (Nlzz) Caie k k in•k) X•Loc MemTpickness 0/0/0 Length Total Frame Weight =403.9 (p) (Incluilm all plates) Weids to 1 4 1510/0 -0/0/0 Yes Frame Pricing Weight m 432.5 (p) (Includes ?ll pieces) O,i�)00 -0.0000 Houn aryCondition urnmary Hx V Hx V _ 1 0.375 8, Cs Member X•Loc Y -Loc Supp. X Supp. Y Moment Displacement X in. Dis lacinr..'nt Y(in. Di Iacement 7Z md.) 1.78- -0.16 1.78 0/010 0/0/0 Yes Yes -0,61 -.1.52 -0.46 0.23 - 3 D+<)VI 0,46 0.23 0.61 -1.52 - 3_131 4 D+ WP Mn4fmiim Rr�cfinne Rummerv:Rlro intnn X -Loc. Grid Hrz left Load Hrz Right Load Hrz In Load Ha Out Load UpliRt Load Vrt Dowd Logd Mom cw Load Mom cow Load (-Hx.) 'Case (1 -Ix) Case (-Hz) Case (Flz) Case (-Vy) Case '(Vy) Case (•Mas) Case (Nlzz) Caie k k in•k) X•Loc MemTpickness 0/0/0 Length 15/0/0 lt Diam Type Weids to 1 4 1510/0 -0/0/0 Yes Ycs No No 0,0000 0.0000 O,i�)00 -0.0000 _ 0.0000 0.0000 Mn4fmiim Rr�cfinne Rummerv:Rlro intnn X -Loc. Grid Hrz left Load Hrz Right Load Hrz In Load Ha Out Load UpliRt Load Vrt Dowd Logd Mom cw Load Mom cow Load (-Hx.) 'Case (1 -Ix) Case (-Hz) Case (Flz) Case (-Vy) Case '(Vy) Case (•Mas) Case (Nlzz) Caie k k in•k) X•Loc MemTpickness 0/0/0 Length 15/0/0 lt Diam Type Weids to Grid -Grid2 3-B No. inl 3-A - Bolts Ld. Description Hx V Hx V _ 1 0.375 8, Cs (application factor not shown 75- A30 OS -0.1875 OS -0.1875: 151,1%0 } 3-A 1 D+CO+L 0.16 1.78- -0.16 1.78 -- OS -0i1875 2 D+WI> -0,61 -.1.52 -0.46 0.23 - 3 D+<)VI 0,46 0.23 0.61 -1.52 - 3_131 4 D+ WP -0.06 -0.52 0,06 -r,t ,, - 1.52 5 D + W3> .0,72 -0.79 •0.72 P 0 15/0/0 6 D+<W3 0,72 1.00 0,72 -0.79 7' D + CG + E> -0.03 0,24 -0,07 0,47 8' D+CG+<E 0.07 0.47 0.03 0.24 Mn4fmiim Rr�cfinne Rummerv:Rlro intnn X -Loc. Grid Hrz left Load Hrz Right Load Hrz In Load Ha Out Load UpliRt Load Vrt Dowd Logd Mom cw Load Mom cow Load (-Hx.) 'Case (1 -Ix) Case (-Hz) Case (Flz) Case (-Vy) Case '(Vy) Case (•Mas) Case (Nlzz) Caie k k in•k) BasrPlate mary JC -Loc Web'5llffener Semina Wei. Stiff Dcsp Loc. =r Web Depth h/t e/h a 'thick. Width Side Welding, ,'10. No. R ,1 (in.) in.) in. in. Descritira 1 ' 1 S3` 13"82 : 8,731 N/A N/A N/A O.1R75 2,000 Both F•CP,W-OSL0„1875 4 1 S3 13.82 $.731. N/A N/A � VPC Orid MemTpickness Width Length Num. O]!00.'71,9 lt Diam Type Weids to Welds to No. inl in. Bolts in: Flange Web O/U J 3 -Ii _ 1 0.375 8, 8 2 75- A30 OS -0.1875 OS -0.1875: 151,1%0 } 3-A 4' 1 0.375 8 8 2 A36 OS -0.1875 OS -0i1875 in•k 0/0/0 3_131 0,72 5 0.72 6 = 1.52 2 1.79 1 15/0/0 3-A 0.72 .� 0.72 6 1.52 3 1.78 7 BasrPlate mary JC -Loc Web'5llffener Semina Wei. Stiff Dcsp Loc. =r Web Depth h/t e/h a 'thick. Width Side Welding, ,'10. No. R ,1 (in.) in.) in. in. Descritira 1 ' 1 S3` 13"82 : 8,731 N/A N/A N/A O.1R75 2,000 Both F•CP,W-OSL0„1875 4 1 S3 13.82 $.731. N/A N/A � VPC Orid MemTpickness Width Length Num. O]!00.'71,9 lt Diam Type Weids to Welds to No. inl in. Bolts in: Flange Web O/U J 3 -Ii _ 1 0.375 8, 8 2 75- A30 OS -0.1875 OS -0.1875: 151,1%0 } 3-A 4' 1 0.375 8 8 2 A36 OS -0.1875 OS -0i1875 N/A 0.1;.75 '2.000. Both F-FF,W-05-0.1875 ,Fi1c:CA0113405-O1QEl.vpc VPC Version :2,G N/A 0.1;.75 '2.000. Both F-FF,W-05-0.1875 Date: 5/10/2001' Design Report Time: 2:50 PM Page: 42 of 43 User Detlned Frame Line Loads for Cross Section:3 Side Units Type Description Magi Loch Ma Loc2 Su , Dir. Cocf. Loc. i plf WI> wind load on open sidewall 75, 7/6 75. 14/11/1 N RIGHT 1,000 OF Member .Joint..: Load Case Load Case Description 4 Max, Horizontal Deflection -1.34T (H/126) 1 plf <WI ind load.on open sidewall -75. 7/61 -75. 14/11/1 N' LEFT 1,000 OF 4 • Negative horizontal deflection is left 1 plf W3> wind load on open sidewall 75.00 7100 715.00 14111/1 N RIGHT 1.000 OF Thcn forc, these dcncctions may be considetrbly oVerstated. 4 m 1 plf <W3 wind load on open sidewall -75. 7061 -75, 14/11/1 N LEFT 1.000 OF VPC Veision ;2,6 4 -. ..., !•t-.^.: I'Hhr"'^Yt:" r. ��� � 4 plf WI> wind load on open sidewall 75, 7/6/0 75. 14/11/1 N RIGHT 1.000 OF 4 plf <Wi wind load on open sidewall -75.00 716 .75.00 14/11/i N LEFT 1.000 OF 4 4 plf W3> wind load on open sidewall 75, 7/6/0 75.00 14/11/1 N RIGHT 1,000 OF 4 plf<W3 nd load on open sidewall -75. 7/6 -75, 14/11/1 N LEFT' 1,000 OF 4 Y 0 Maximum Frame Denection Summary for Cross Sectlon:3 0.050 1 U3387) 2 _2 _X 2W1. Description Dcncction in. < _Ratio :.. Member .Joint..: Load Case Load Case Description Max, Horizontal Deflection -1.34T (H/126) 4 2 7 <W3 Maxi Vcrttcal flcntttion for Span • Negative horizontal deflection is left tical jeflection Is down Utcral deflecve tiions of pHtnary frames arc calculated on a bare frame basis and do not Include resiciance from systems such as roofand endwall diaphragms. Thcn forc, these dcncctions may be considetrbly oVerstated. m , r VPC 1+i1e:CA0113405-010E1 wpc VPC Veision ;2,6 -. ..., !•t-.^.: I'Hhr"'^Yt:" r. ��� � ' �. .... � 11.E 1 0.050 1 U3387) 2 _2 4 2W1. Date: 5/10/2001 Design Report Time: 2:50 PM ` Page: 43 of 43 Shape: CANOPY Panel Da- all/Roof Type Thickness Finish Color Washers Dir Max. Len th Wall;1 Open Wall: 1 Not Applicable all: 2 Open a11; 2 Not Applicable Wall3 OpenWall:4 Wall:3 rDi-ctionGable OpenRoof A Panel Rib 26 Galvalumc Standard Color Wall:4 Roof: A Not Applicable 51/0/0 Roof B Panel ltib 26 Galvalume Standard Color No NotA Applicable 5110/0 nrsicncr vau Wall/Roof Type Len th Spacing Washers Insul. Block Mod. Ctrl. Ice Damming Wall: 1 Not Applicable a11; 2 Not Applicable Wall:3 Not Applicable Wall:4 Roof: A Not Applicable Stainless Stec] Capped Standard Optien Standard Option Yes None No No Roof: B Stainless Steel Capp,cd Standard tion _. Standard Option Yes None No No I , GENCRAL ,'.['PLIC,\BILITY rtl. Scope TO assurc that barrier•I'[ce design is incdlpotared in all buildings, facilities," s:te work. and other improvements, these standards apply to all additions. alterations and structural repairs, The following disabled access items ate California, • taken from the 1991 editten of California Code of Regulations (CCR), Title A ere, Items pertain to non•residendal buildings. For complete 7 . These, e rt. Till e:toCCR _ remenrs Way w State accessibility tvsl _... B. Existblg Buildings (3109A) r alteration, or The regulations apply to the renovadotru o: sctural ,cacti , addition to existing buildings,`including iIi. ode buildings. The standards Accessibilit (red fur new' builtlings shall apply .to the specific arra of alter4Uop, nxN w .. addhUon and sltali alsoindixk+the foilo In6. re air or _structatal P , . ,and Uio nof r mall Pail d orf Ptt•uYince to Uro teat ry1Aenttan L g ) primary re air or addition,travel w the specific area of alteration, sttucdtral p 2.) Sanitary facilities. ddnking fountains and public telephones serving e the area. (See Figure 1) Total Number of Parking Spaces in Lot or Garage Minimum required number of Spaces l ._5 1 26.50 2 51-75 3 76-100 4 101-150 5 151-200 6 201-300 7 301.400 8 401-00 9 501-1,000 dunension to the direction of rump run of not less than 60 inches, 1,001 & over torp, that such stairways open on one r both tides shall have - !,l Handrails 1330o6,I)J) , leap gc,c . u. w•w. Twenty plus one for ea,:h :100, or fraction thereof over 1;001, Figure 2 SPACES REQUIRED 111. GEYERAL BUILDING REQUIRE�EF;VTS A, General (3103ACM2) ty ss _ P° mels shall be', provided for all Accessibility to buildings or nirms or FaUd' 2.) Less Than Five Spaces (3:07A(a)2) occupancy classifications. When a building, or portion of a building, is When there are less that five spa=,,Provided at buildingst one shall 1 required to be accessible or adaptable, an accessible route of travel shall, be be 14 feet wide and filled to provide a'9 foot parking area and a S : P ponions of the building, to accessible building entrances and foot loading area. 'The space need ria lie matY.w or reserved bety!ce the building and the public way. The accessible route shall, to the exclusively for disabled persons,- maximum extent feadble, coincide with that route; for the general public. At 3•) Parking Space Sf2e (3107A(b)) least one accessible route shall connect accessible buildings, facilities, Accessibleparking spaces shall be located as near as practical to a elements and spaces that are on'the same site. Accessible ,routes shall not primary entrance and shall be sized as followst pass through kitchens, storage roams, ttstrooms, closets or other spaces used a) Where single spaces are provided, they shall be 14 ,;fact wide for similar purposes, Where more than one [Dote of travel is pi, ':d, all and outlined to provide a 9 foot parking area and a 5 foot routes shall be accessible. loading area on the passenger side. TWor spaces may be B. Entrances and Exits (3103Atb)3) provided within a 23 foot wide idea lined to provide a 9 foot All entrances and all exterior ground -level exits shall be accessible, ' parking area on each side ora 5 foot parking area m.the center, C. Ramps inlmum length of each parking space shall be I8 feet 1 the landing shall extend :+ mends past the arnke edge at any doorvf' - " Stairways shall have handrails one each side: and every stairway gate for exterior ramps ,end 18 inches past the strike edge for interior W tete towels sanitary napkins, waste receptacles, and other WALL / sin liar dispensing and disposal fixtures ate provided, at least required to be more matt 88 inches in width shall be proWded With ramps, (See Figure 7) At bottom and mtcraiMiate landings, the oar of each type shall be located with all operable Parisi incl';ding coin slots, within 40 Inches from the finished floor. not less than on; intermediate handrail for each 88 inches of required width shalt be at least the sante as regwred fa ra r the mp'. (see Figures 27 and 28) Agora 29 TYPICAL GRAS BAR SECTION width, Intennedtate handrails shall be spaced approximately equally Intermediate and bottom landirips at a change of direction in excels d) Toilet Tissue.Dispemcts Toilet tissue dispensers shall be located t the ini m within 7, Passageways (3105A(b)I,C) inches from the front edge of the toile passageways at a atiadmum height } passes eways leading to sanitary facilities shall have a clear access, across the entire width of the stairway. at 3o degrees shall have a dimension in the direction of ramp nm of of 19 hichis above the Hoon Dispensers that control delivery o that do not permit continuous paper flow shall not be used, All doorways loading to such sanitary facilities shall hovel imo(stnicted opening width of at least 32 inches, Erceptionst nes less than 72 inches, Other intermediate landings shall have a or a) A clear (See Figure 23) b) A level and clear area for a minimum depth of 66 inches In the a) Stairways 44 Inches; or taxi In width m hal); o may v one handrail dunension to the direction of rump run of not less than 60 inches, d I " as measurod u debt angles to the torp, that such stairways open on one r both tides shall have (Sar. Figures 8, 9, & 10) lrandroiG provided on the opera side;, b) Stairways having three ricers or las and stairways giving access to portable work stands less than 30 Inches high are not required to have landrai4r. to AND 24' MIN. EXTERIOR Handrsil projection and recession Shall be P J the same as required for 18' MIN. INTERIOR BEYOND �- N' < taatP handrails. ;dandralls shall h i 34 to 38 inches above the nosing THESTR;tt EDGE OFA n = of treads. Handralrs shall extend a minimum of 12 Inches plus the GATE OR DOOR ON THE tread width beyond the batom nosing. SIDE TOWARD WHICH IT a a i E. Doors,(3304(a)) SWINGS; l Q 1.) General (3104(a)) All entrance and exit doors, regardless of the occupant load,: shall be Made accessible to persons with disabilities.cc - Eroeptions: a) F&ertor ground floor edts serving smokep roof enclosures 601 MIN� stairwells, and crit doors serving stairs only need not be made accessible b) F -.Lr In excess ojthose requtred by Section 31044,(,^ and which _ are more than 24 inches above grade are no, regulred to be accessible: Such doors shall A e signs warning that they are Figure 7 RAMP LANDING AT LOORP.l-'1 not accessible i 2,) Prohibited Exit Doors E Revolving, sliding and overfhead doors shall not be used as required exit.doors• (See 71de 24 for limited exceptions,) 3.) Width and Height of Doors (33(4(f)I) Every required exit doorway shall be of a size as to permit the 1 installation of a door not less than 3 feet In width and not less than I 6 feet 8 inches:n height. When Installed in exit doorways, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that,tho clear widdi of the exitway is not less than 32 Inches. A single leaf of an exit door shall not exceed 4 feet in width.. 4.) Floor Level at Doors (3304(1.1)) Regardless of the occupant,imd, there shall be a floor or landing on each side of a door. The floor Or landing shall not be more than 1/2 inch lower than the threshold of the doorway, A change in level between 1/4 Inch and I/2 inch shall be beveled with a slope no greater than. III Change in level greater than I/! Inch shall be accomplished by means of a ramp. (See Figuro IS) fire m 1,) General (3307(. )) b) One in every eight accessible: spew, but net less than one, Any path of travel shall be considered a tamp if Its slope is greater shall be served by an access aisle 96 inches WWr and shall be, than 1:20 (5 percent). The last possible slope shall i> used for any designated van accessible. All such mtam spaces ay be grouped on i vm.nnoaooiswm�.oneoundmo` p, Wean etwrwnngr num laripmq " one level of a parking structure. (See, Figures 3, 4,& S) i 2e) Width (3367(113)) +r rang pox Boor wmm A - 4.) Arrangement of Parkh19 Space (3107A(lr)3) , The width of ramps shall bc'u required for stainyays and exits, ran I Each eking arca shall be provided with a bumper or cvtii to prevent i Pedestrian ramps serving primary entrances to buildings having an I P Seo• rna., lover die required width of adjacent walkways. 1 Moral shat have s minimum clear width of Jr. $IT>; RE, encroachment of can o r q occupant load of 3t>0 or m 1 tsons with disabilities are I a .. 72'inn, The space all also by located' such that pair - 60 inches. Alf oilier n d tnan camps sh it have a mmrmum width � ��� 1, General '[tt P h n _ : „ cabs other than loci, 1 i ) _ Covering Clearances' at Doom (3304(1,1 2.13 and : - txt.desl ed to provide access to all cd el ed to wheel or walk behind parked of 4g inches.. —r } c t and `Indmg shall 8t1 P not mp_i dcvdo m n g i , end P Ilio; dor or o :race kin fl ground arta within the required elearaite i The be provided from h g eq_ as 9h.II la. hYc a thsof travel. T)t a pedestrian ways hall lW l d• dear e, its and roinonn I Pa own. Ae:ccssibl y P. 3 Slope 3307 c,t}} , dun fl Pty - - ,) ( { - e or r P , and ext - n entrances g - en ,.. _Ian .' d:" r , clear, an I e eve . area : , ar shall ha c curb evil '111.1. t. t n h n% c Include i direction c u dido ri v til shall Gr exit -way, provides f dor _ s e 6 tbetweencs. Thi at serves an n oat a d' ac facilities. a iari that xi _ ca .due red buildings an ( i t slope e of Y P - + be the most tali. is to related The maximum 1 _ P Y : ill L travel shallg 1 P �L1LaE County �` bre route tr4 l PP� i acccssi : -- n atidn seam of at lets1 60 Inches and ttac Ion � .. h. mro any g.33 g 2 osue the dbrectton e e to sal ria. encroac - Y 8 at ' of travel shall be 1,12 ( Bah p t • o entrance to the t u needed. Ram shall P or 1s la tie h , ace rhes and the accessible n_ or tam 1?s handica access,..... p _ , N entrances, site facilities, , _ _I'e P _ { building door swin of 48 inches as measured at • rr surfaces shall :not be ,eater than. B right angles to the bane of Q Division space, I percent), The cross slope of .tamprf &_ rte'- P EuildLn D visarkin P� I>: ) a B, Y g , 4 F,r- r� the door in its dosed positron. _ S" Slope of Parking Space (1I07A(b),) 1,50, ��� l0 aI ) , General 3 7AO) � . 1 ( Free lmn. ) o minimum _ p_ Services e public as clients,. a of accessible kin spaces ahold. by the 3307 as . c7ll I(, t provided for 1. Surface sl parking P 4, Landon s (. » , Development _ tartan sttuctute aha is p _ lea Pa , _ . 1 /T E ,Each la or g ( [. Dept. _ Ea parking , a . ,. r )The length Opposite the obtecno o door _ 4 rich r foot In an direction, : provided, at the to and bottom of each tam l alit j g shall be a Accessible (l shall not exceed Inch Y s_ hall b, ro 1 P Nnae+b , a provide rktng. bbl. an _, / per Landings .- P p .. tells or employees, sh -II p. Pa E"� _ _ , g__ minimum a inches where the r 1 L1 shall tic, provided at intervals ria exceeding 30 j H door bar no closure and CQurit Center Drive located an the shortest accessible route to Y parking s us shall tx. I " intcrmydiat. lam togs p P B ' . c c e of diroction. Landings ate approach to the door by a person in a wheelchair can be made : . - {�� _ a rkrrt facility dos not serve a: rachis of Vertic l rise and at to h han6 t ti !!'h : :: , 7TAR. mm tie latch or fhrdutylias 1 1 � �l), _ ; , , horizontal d15Lvtae of c 9 RAAS1' p'rl'i{'INfCRhfFDIATE SWITCHBACK PLATFORM / , I neither larch nor closure QI'Q� IIIc .Jf � . old shad be located on the of considered m determining the. maximum h [•18ur particular building, the. accessible parking p n and approach run be mru.'e from file hinge s1r4, " ' , . the parking o landings b, ria fads than 60'inchrs wide' and pP f g ucusIble stnan: entrance of Pa _ S act tthnhp, Top - 6 shortest route to an Pc fie 1 The ,' ::' �1� 538-7541 _ 1., to buildIngs ad axnf to die ducat of tam width of thy level area on t.te. did,. to Which thL dart seam s shall • then: are multi. le entrances _ 1 Bs J shall have length of not Irss than � md(es in . ort _ .p ., g. facility, When P extend 2t rachis r the edge of that dot - r,ty dispersed c,I closest 1shall not reduce the minimum dimension IL's B t for extortor doges (: ' �. vncrssible spaces .half Ix des sea and loaat Fax area . i'c of Doors.lndIInoposition _ ! c�`C ��U _538-2140 parkln6 - ant1,b8 inches'- i the strike ed !Cor Interior do ` � - u dmbe'r of accessible uhtha ram land to fess lh.m 42 Indies and shall not reduce the to the acct nfrancts, The required n. _ P g Pu g ri dry, (See Figums I6; See Figure 2required width h more than 3 inches when fully open. The width of 17, and 18) ..,.. shall Ilac in aces urdanw with Tabic No. 31¢: (, FB ) Y 6.1 Grah Bars t3105A(b)3:C; _ r MENTS _ of Lodalton IV. l r�CiLITY REQl11RI i d i,A and B) ountaicn PrInkin (3103A(.) Grab bats located on each side. u[ Dau side and the back of the \, 'Water F l.. (^ CEN fFAIJNE stall or coon artmenti shall be, securely attached 33 incites above w fountains am vteled. they comply with the following: 18, 18 p Where ester f l ' , OF ere a tank- toilet is used, the grab bur may be fountains shall ria located completely watlwh alcoves or otherwise E . he root: Wil type Water f FIXTURE MIN, t as ria to encroach into pedestrian ways, The above to v, ,cit at high as 36 inches, Grab -bus shall lx � least 42 (aches long:... positioned so , t ' the water f xmtain is located stall not be less than 32`hiches in width and iii' t i P hes Rk (tart le she carter u Eth rhe front end positioned ^_a enc r (See Figure 21) . -- ,)set stool. Grab bars at the back:shall not be Irss than 36' inches in Depth. (S -ria : Bum �' 28 � _ ,, itches in length (See: F, ,ro 28)' Erceprton. / t C`o the enforcing agency dererminer that 1t would create an unreasonable ; F WATERS b) l lameter or Width When j e he ,FLUSH e.diameter or width of the gripping surfaces of a grab bar rethe water oouain m an alcove, the water fottntafn twY � ':CLOSET Tn hardship to born f identifiable ACTIVAT ave ;and the path of nmol shall be projectinfo the path of tr G P°ON WIDE • • _ shall be In/4 Inches to i'/2 inches or the shape: shall provide an t- r --L- �: ' equivalent gripping surface. 1f grab bats ate g a barna hall be to the blind as follows: SDE RC1, l be �' ' �T_ to a Wall the space between.. the wall and the grab bars stall lie- e sat ace o the of trove at the water jountmn shat p v j .�I/�V 1 P i). 7l f f P° a Z v u o l' 2 inches. (See Figure ;19) so that It Ls clearly tdendfrabte by a; blind person uam8 4•+ I 60 G z / textured -, -- - ) t, v adjacent to it shall be __ - n at ,., , i M rn tab bar and as wall or other surfam j ndnlmutn tnnared arm shall extend from.. the .., > �Q•" c) A grab Y cant. Tba _ Edges shall have 1 water oantatn to ! fent beyond the jmnt edge of ` a % 1t (ice of any sharp or abra rive elements,_- - B_ supporting the f - sY air and Grund l foot beyond each side of the Wates ,_ water fount N minimum [adios of a/t Inch, �- louritah 2 IrInS walls shall by, prtmdsd on each side of the Water fburtrain �y ... _ . The win wolfs !halt ^i ojeat oil from the supporting wall at least as ;y.. ; , 77t 8 r r , ace o he til i ' I 16- L TOE CLEARANCE Jar as die water fountain ro within 6 inches or the sof f path f` t TWEE CLEARANCE '1 f~'�711-1 oft, d. Also; there shelf be a minimum of 32 inches clear between I IS- ; 32- MIN r 1T DEPTH 1-1 /2" .t the wing »ally. i 1- t /4n i MIN. ` , D, Nater Closet L) General (3105A(b)I) Sanitu fshi114is that serve bulldings, facilities cr Pohl sof y bnildings or 6-11 Ides that are required to be accessible to persons with di�abilitles, shall conform to the following requirements, 2.) Stngle Acalmmot4uiaf 010$A(b)3,E) Them shall be s>uficient space in the toilet room (or a wheelchair o(euudng 30 inches wide by 48 Inches long to enter the room and lzrntit dile moor to ctoso; (See Figures 22 and 23) Theni $hall be In the 'room a clear floorspace of at least 66 Inches in diumc(er, or a T: shaped sphce; (tee' Sgure 24) No door shall cncro. ch into ,this space. The water ctceet shall be located In 4 space which' provides a In 28 inch wide clear space tram a fixture or a minimum 32' Inch obit. clear spacafrom a W. _H- at ate sld Tho other side shall : __ ._... -4,f -_W.-_1s. _t.L-:.,.,.-.Ine.i:in rhe wAl. 1 Figura 27 LAVATORY n=URES I u i -_ j-1/211 Figure 22 siNOLE•ACCOMMODATiON TOILET FACQ.,TTES i b) Mirmrs NOMINAL SINGLE OCCUPANCY TOILET DIAMETER I htirmrs shall be mounted with the balloon edge higher trioti I, Ram the floor, (See Figure27)_ til a0 enc es c) 'bowel, Sanitary Napkins, Waste Receptacles W tete towels sanitary napkins, waste receptacles, and other WALL / sin liar dispensing and disposal fixtures ate provided, at least - I oar of each type shall be located with all operable Parisi incl';ding coin slots, within 40 Inches from the finished floor. (see Figures 27 and 28) Agora 29 TYPICAL GRAS BAR SECTION d) Toilet Tissue.Dispemcts Toilet tissue dispensers shall be located t the ini m within 7, Passageways (3105A(b)I,C) inches from the front edge of the toile passageways at a atiadmum height } passes eways leading to sanitary facilities shall have a clear access, of 19 hichis above the Hoon Dispensers that control delivery o that do not permit continuous paper flow shall not be used, All doorways loading to such sanitary facilities shall hovel imo(stnicted opening width of at least 32 inches, or a) A clear (See Figure 23) b) A level and clear area for a minimum depth of 66 inches In the d I " as measurod u debt angles to the dttecu m of L our sea ng plana a' , s door its closed P&MION and 44 inches where the door sw r away from the level and clear area. The width of the level a.,.a on She side to which the floor swings shall extend 2.1 Inches put the strike edge of the door for exterior chits and 18 inches put the strike edge for interior doors. 8,) Idendfrcatiod Symbols:(31osA(b)t,D) Doorways beading to men's sanitary fac111ueet.shall be identified by i 2 finches lent and a equilateral triangle, /� inch thick: with wisest B factl tics shall be idendited vertex' _intim upward. Wamenssanitary ( I pointing P by a circle )la Inch thick and 12 inches In, diameter, Unisex sanitary facilities half be identified by a circle !14 inch thick; 12 inches in diameter with a 114 inch thick triangie superimposed on the circle and within the 12 Inch diameter, These geometric symbols shall hi centered °oil the d for at a height: of 60 inches and their color and contrast shall be distinctly different from (he color and contrast of the door. ('NOTE' See also Section 3103A(c)7 and to for additional signage requirements applicable to sanitary facilities) A quick reference guide. nrs This handout is recent to be usedas a yutck reference guide; it provides a summary of the most conunan non-tesideudal dlsablt d access requireme (effective April 1, 1994). The Information contained in. this handout is based upon "A Guide ,ro Ca:ifornfa Non Resideruial Disabled Access Regulations." To Order Copies, of'this guide contact; California Building Officials 2215 21st Street Sacramento, CA 95818 , (916) 457-1'103 • access re u)ations refer to the California Code of Regulations (CCR), Title 24, Part 2. For tmplete disabled a g. _ accessibility '. wller� is acce5a y reuiredq ludic Orth of travel, sanitary facilities, drinking fountains, public telephones, etc. New buildings trt»st be fully accessible enc g P Fxeeption 1 Flotr not custotyv ly occupied (elevator pits, machinery rooms, etc.) need not be acetxsihle. 'and below the first floor, (vin of rivaielyrundtd muld•story buildings: do not require a tamp or elevator above. Exce Bran 2: The folio g types p _ have an elevator ort�tP• F floors not required to required those,floo _ _ . _ es are _ featur reQu _ an accessible path of;travel and 2ccesstble service smdons'less however, of a health care provider) and passenger vehicle sesvt. toried office buildings (other than the professional office _ a) Mttlti s r sto . - feet _ than. 3000 square per rY . sg nonce high, or lr.<s u, health care .'three.. V,h4 office of a than l m professional offs , . n mal r. i _ Pr . t is nota sho Ing center, sr. _r7P . -sto building that, PP . , privately funded mala. ry and er h n es oth . ._ _.. Y f fact._._.. . b An Pn reasonable portion o. 211 ) Y reasons _ct - _. . r Story if a _p re feet _ .rY than 3000 Ceuta Per o less z , , • an duce stoners high r ,:.. : der' and that less than with disabtltres, ovt i d usable b ons tvt 1?r- a accesvible to an Y P tar a buil _. the public m such ding crib_ accommodations normally sought and used y P - _. _ Yes the building a publicly funded bulWtn ! tun G Na 'Yet £Mvedor or pimp . h the hulldin a htedleal g - U rcqulrcJ` Office blollJing, ` No it the gbullJin ,a.. Yes ,. e.. o' in cent t sr. PP No, is the budding less than Yes 3000 sq: ft. per •toq.7 , � Is the building an Yes No office brtiiding! _ � Ya b the building : larahan 3 storles, No No is the bulllUng a Yes -, Vehicle Service Slallon, Elevator or Romp P Is required £Ieyestor or Ramp to nor required Nu , _ rc a reasonable: portion of ail fecillilts and Yes .. A a 1eu.ht and used by �ceumoJanons norm Uy t the public Ice such a blooding accessible to :rad wabla by percom with Jbahllillee: K Wdtd W5. t 'W1,60., VE tallc t+r •esu DUy"r Strdrtvay3 W+am -Y n•�n 1.) 'Tread,. NoSingu and Risers (3306(r)1, 21nd 3) All tread, si&aces' shah be slip -resistant. Treads Shall shall have smooth, munddd or cliamCemd exposed edges, :and no abrupt edges at the nosing. Nosing she}i not project mom than 11/2 inches past the face of the:siser below; (Sea Figure 13), Open risers are not pomfl ted I Figure 10 RAMP WITH TURNING PLATFORM S.) a) Ramp I_jcfralls (3307(e)) 14andra is ass required on ramps that provide access if the slope exceeds 1:20 (5 percent). Handtalls shall be placed on each aide of each tamp. Ramps mom Chart 30 inches above the adjacent rails as required in tied with inti or floor Chani be provided guard, ( n4 Gro , e and andtatls as required in 3307(e)). Such Section ,17110), h _ ( ml . ; o the to of the rain to'the guardrails shall be continuousfr m P ramp la `the fun : Handmlis shall tx.continuous bottom of the ramp._ . length of the ramp and shall extend a minimum of 1 foot s boyond the top and bottom of the ramp and thr. ends shUl be returned. Handrails shall be placed 34 to 38 it:hes above the ramp nirface. Handrails projecting from a *viii shall have a Ah 1n t inches between the wall and the ill, Space of not leers an _ '. The ri anon shall not be less_ :than 11/4 inches nor 2 Stripingfor the: Visuals impaired (3306(q)) - handratl g p portion )in _. Y _ _ 6;) Grab Bas (3105A(b)1C) al Location i I equivalent •_._ ' provide an s a shall r vt _ Inches, .:tile , h W stairs .inch o _ P . a Intanor. an 1 Pe _ ream th /? ) ` TOE CLEARANCE DEPTH water unset adc-c m I has an :tUtomadcclosing device, and shall itavo a clear. u- • hal Deli ennui shall bo smooth with. n u o[ -:each BrtPPutB surface and. all surfaces small be smoo i . , ..tarp 'line upper and the lower read _ , 12 ,, , hal, be loxitcd ori the wall Witrm Toile.,,i�snte dispensers s _' um het ht f edge of the toilet seat at a mem B b�ches from the tion B _ _ delivery floor, nes urs that control itch ry -'ilio flao - or 3I05A Y i 7.} Passage nays (_ (b) ,� _. _ _. ,, passageways leading t cry ,. o aunt facilities shall have a dear access, ' .shall not rotate within: their. fittings, (Sea ed by -a stn of cleazl contrastht color u hast 2 inches corpus, Handtarla mazk . P Y B , - for uwr /--�---- will aced lel to and not more than 1 inch from the nose Fig um fi) i , P1 parallel Figim 27 LAVATORY FCCCURES • d at the Width not 32 inches when lotste : unobstructed tm l _ un opening `c door d. d Inches when located, u Cha Cade :with the 34 ._. est, if the step or landing to anon the visually repaired. Th tip tae MIN __ owutttut -- : Other s'aall be of material that is at as slip msustant as t.ha th ------ i treads of the stair. O _1 b Exterior stairs i 1/a to ) exteriorstairs far interior stairs !.n addition o the requirements, 4" 1 1/2' —i ti i 1 1/2' s shall N shall have all treads. marked, A rated stop w dth o[ at 32 orches:, a A cleat unobstructed tanning 1 1 I 42+.idus an h �, as J6 itches, 'Grab bars Chan be at least B (ugh • ware. acceptable, cIS".. Ula 14 Ptd a l - y - ..nil tdtI9BAR . _ When standard compatttn irr.'doors am used with minimum 9 y _ los Uerica. m8 I I c N WATER 36`MIN, GFlABeaR g MIN. CLEAR ,, d " fiches In frout of the with he e[t)nl end positioned /t closer stoop Grab bats at the tack sr. all not be Ices than 3e• , $ c eleatancefor(ootrestsundemeaUi'andaseff inch strike_ed a ns not nal: clearanceat the6 � I 0.os�ET : A quick reference guide. nrs This handout is recent to be usedas a yutck reference guide; it provides a summary of the most conunan non-tesideudal dlsablt d access requireme (effective April 1, 1994). The Information contained in. this handout is based upon "A Guide ,ro Ca:ifornfa Non Resideruial Disabled Access Regulations." To Order Copies, of'this guide contact; California Building Officials 2215 21st Street Sacramento, CA 95818 , (916) 457-1'103 • access re u)ations refer to the California Code of Regulations (CCR), Title 24, Part 2. For tmplete disabled a g. _ accessibility '. wller� is acce5a y reuiredq ludic Orth of travel, sanitary facilities, drinking fountains, public telephones, etc. New buildings trt»st be fully accessible enc g P Fxeeption 1 Flotr not custotyv ly occupied (elevator pits, machinery rooms, etc.) need not be acetxsihle. 'and below the first floor, (vin of rivaielyrundtd muld•story buildings: do not require a tamp or elevator above. Exce Bran 2: The folio g types p _ have an elevator ort�tP• F floors not required to required those,floo _ _ . _ es are _ featur reQu _ an accessible path of;travel and 2ccesstble service smdons'less however, of a health care provider) and passenger vehicle sesvt. toried office buildings (other than the professional office _ a) Mttlti s r sto . - feet _ than. 3000 square per rY . sg nonce high, or lr.<s u, health care .'three.. V,h4 office of a than l m professional offs , . n mal r. i _ Pr . t is nota sho Ing center, sr. _r7P . -sto building that, PP . , privately funded mala. ry and er h n es oth . ._ _.. Y f fact._._.. . b An Pn reasonable portion o. 211 ) Y reasons _ct - _. . r Story if a _p re feet _ .rY than 3000 Ceuta Per o less z , , • an duce stoners high r ,:.. : der' and that less than with disabtltres, ovt i d usable b ons tvt 1?r- a accesvible to an Y P tar a buil _. the public m such ding crib_ accommodations normally sought and used y P - _. _ Yes the building a publicly funded bulWtn ! tun G Na 'Yet £Mvedor or pimp . h the hulldin a htedleal g - U rcqulrcJ` Office blollJing, ` No it the gbullJin ,a.. Yes ,. e.. o' in cent t sr. PP No, is the budding less than Yes 3000 sq: ft. per •toq.7 , � Is the building an Yes No office brtiiding! _ � Ya b the building : larahan 3 storles, No No is the bulllUng a Yes -, Vehicle Service Slallon, Elevator or Romp P Is required £Ieyestor or Ramp to nor required Nu , _ rc a reasonable: portion of ail fecillilts and Yes .. A a 1eu.ht and used by �ceumoJanons norm Uy t the public Ice such a blooding accessible to :rad wabla by percom with Jbahllillee: K Wdtd W5. t 'W1,60., VE tallc t+r •esu DUy"r Strdrtvay3 W+am -Y n•�n 1.) 'Tread,. NoSingu and Risers (3306(r)1, 21nd 3) All tread, si&aces' shah be slip -resistant. Treads Shall shall have smooth, munddd or cliamCemd exposed edges, :and no abrupt edges at the nosing. Nosing she}i not project mom than 11/2 inches past the face of the:siser below; (Sea Figure 13), Open risers are not pomfl ted I Figure 10 RAMP WITH TURNING PLATFORM S.) a) Ramp I_jcfralls (3307(e)) 14andra is ass required on ramps that provide access if the slope exceeds 1:20 (5 percent). Handtalls shall be placed on each aide of each tamp. Ramps mom Chart 30 inches above the adjacent rails as required in tied with inti or floor Chani be provided guard, ( n4 Gro , e and andtatls as required in 3307(e)). Such Section ,17110), h _ ( ml . ; o the to of the rain to'the guardrails shall be continuousfr m P ramp la `the fun : Handmlis shall tx.continuous bottom of the ramp._ . length of the ramp and shall extend a minimum of 1 foot s boyond the top and bottom of the ramp and thr. ends shUl be returned. Handrails shall be placed 34 to 38 it:hes above the ramp nirface. Handrails projecting from a *viii shall have a Ah 1n t inches between the wall and the ill, Space of not leers an _ '. The ri anon shall not be less_ :than 11/4 inches nor 2 Stripingfor the: Visuals impaired (3306(q)) - handratl g p portion )in _. Y _ _ 6;) Grab Bas (3105A(b)1C) al Location i I equivalent •_._ ' provide an s a shall r vt _ Inches, .:tile , h W stairs .inch o _ P . a Intanor. an 1 Pe _ ream th /? ) ` TOE CLEARANCE DEPTH water unset adc-c m I has an :tUtomadcclosing device, and shall itavo a clear. u- • hal Deli ennui shall bo smooth with. n u o[ -:each BrtPPutB surface and. all surfaces small be smoo i . , ..tarp 'line upper and the lower read _ , 12 ,, , hal, be loxitcd ori the wall Witrm Toile.,,i�snte dispensers s _' um het ht f edge of the toilet seat at a mem B b�ches from the tion B _ _ delivery floor, nes urs that control itch ry -'ilio flao - or 3I05A Y i 7.} Passage nays (_ (b) ,� _. _ _. ,, passageways leading t cry ,. o aunt facilities shall have a dear access, ' .shall not rotate within: their. fittings, (Sea ed by -a stn of cleazl contrastht color u hast 2 inches corpus, Handtarla mazk . P Y B , - for uwr /--�---- will aced lel to and not more than 1 inch from the nose Fig um fi) i , P1 parallel Figim 27 LAVATORY FCCCURES • d at the Width not 32 inches when lotste : unobstructed tm l _ un opening `c door d. d Inches when located, u Cha Cade :with the 34 ._. est, if the step or landing to anon the visually repaired. Th tip tae MIN __ owutttut -- : Other s'aall be of material that is at as slip msustant as t.ha th ------ i treads of the stair. O _1 b Exterior stairs i 1/a to ) exteriorstairs far interior stairs !.n addition o the requirements, l ' 1 1/2' —i ti i 1 1/2' s shall N shall have all treads. marked, A rated stop w dth o[ at 32 orches:, a A cleat unobstructed tanning 1 1 I 42+.idus an h �, as J6 itches, 'Grab bars Chan be at least B (ugh • ware. acceptable, cIS".. Ula 14 Ptd a l - y - �I `t p 1. — 1 _ 2X,Blocking* `L SIZE AND PROIECTiON Figure ll HANDRAIL b) Wliccl Gtil ,c Ji:d' b a wall or:fence and Where. t.a raroP surface is not boon _ y the r4tttP exceeds 10 feet in length, the rip shall comply with one of the following requirements; (See, ,Figure 12)' i). A guide curb minimum of 2 inches in height':shall be provided a. e:Ich side of the ramp; or ff) wheel A w guide rail shall: be provided, centered 3 inches 6) Vestibules (33D40.1)2.D) between two amrsotutivo door openings in vestibule, The spar betty „ serving ether than requited exit stairway, shill provide a minimum, cher of dei s fmut any door openin- into such vestibule of 48 in pace , - - degrees from its closed ted door o alfa hardware shall be cLatc in 0 r _ act va e door is positioned at an angle of 9 B _ b) Hand 1 Opening . when the Pos : and _ • w either in the same daectl im or between 30 and 44 inches above the floor, Latching position., Doors Inas,.nes shells swing _ away .a Path of w ch are in r that ue: and act vazed and hi . P- seo F l9 doorsh _ . t .__ the space between'. he :�:5sts, ( B4te ) locking, awe from th _ pa - . . ver• y sail be operable With a single exon by le type. travel h Ix hardware, panic bars, push-pull activating' bats, or other hard. designed wam desi ed to provide passage without requiring the : ability to Bras ' the opening hardware. Lacked, exit doors shall P P B operate as above in egress ,direction. Maximum e tfott't o operate .do om sharl l not exceed '8i /2 pounds foreatenor doors -and e pounds for interior doors, such pull or: push effort being applied at riBr.tan BIce to hinged e d door and at _ the centerp lane of sliding or folding, doors. Compensating , at c.door Operators .did be utilized to eel theI .,devices ar:amom i p Y um 1 above standards. Wlten:_fire doors are required, them um. a minimum to operate the loot may be, Increased to the minimu _appropriate'adminlstcuive amltoriry,_net to :allowable by Una exceed 15 pounds. Exit doors shall be openahie from the Inside without the ttseol I,. effort. 'ff a key, or any specsal knowledge or B F..re tP tions: 1) In group hi occupancies, key -i cling harcitvaree may be f n used on the main exit when ( rrudn air consists single door or Pat Of doors rf there is a readily visible, durable sign an or adjacent to the door stating THIS DOOR TO REMAINUNLOCKED DURING RUSIAMS [ of test than / lneh !lOUiLS 'the sign shall be to letters r n high on a contrasting background "en ;unlocked ;1u single door or both leaves of a pair of doors must be f ee on an late n deice, Tnr - to stand without:operarton Y latching 8 ' use of 'thisrxep,don may be revoked by the bund ng official for due cagse, r Construction and Hardware (3304(1,3)) 7.) Doo d sliding a 'Tire bottom 1D inches of all doors --except automatic an g sr.a11 have a smooth, unintenupled'surface to allow the door to _ be opened bY a wheelchair footrest without: creating a trap or hazardous condI frame doors am used . tion. where narrow ft�r A to - Inch hi6h S mooth el shall be Installed on the push side of the door, which wt1► allow a the door to be opened by a whectchair W footrest without creating a trip or hazardous condition. (Sea Figur. 20_) : Plus or minFi 1 inch above tDramove the surface of h P. a _ te•1T c) Cumpanmuu Doors r tt shall beequipped," with a dour that _ _ 6;) Grab Bas (3105A(b)1C) al Location i rr tar it TOE CLEARANCE DEPTH water unset adc-c m I has an :tUtomadcclosing device, and shall itavo a clear. oFUJSH , 12 ,, , hal, be loxitcd ori the wall Witrm Toile.,,i�snte dispensers s _' um het ht f edge of the toilet seat at a mem B b�ches from the tion B _ _ delivery floor, nes urs that control itch ry -'ilio flao - or 3I05A Y i 7.} Passage nays (_ (b) ,� _. _ _. ,, passageways leading t cry ,. o aunt facilities shall have a dear access, _ located em each side, urlinc Ido and he back of the Grab bats .. - for uwr /--�---- sa I I °—'T Figim 27 LAVATORY FCCCURES • d at the Width not 32 inches when lotste : unobstructed tm l _ un opening `c door d. d Inches when located, u Cha Cade :with the 34 tae MIN __ owutttut - compartment,shall bis secutcl �xuher+'S3 indtes;above , Cull Or_. y a'; , be ore a -tank- toilet is „ed, the: grab tsar may, the floor. 'A7t type ATR O MATYM ------ i O _1 en an . , . f its chest ttitxi, ed u an angle of 90.degtw tom _ j PA's position B e� MIN 32* MN WIDE SLE 1 r Sri w dth o[ at 32 orches:, a A cleat unobstructed tanning 1 1 I 42+.idus an h �, as J6 itches, 'Grab bars Chan be at least B (ugh • ware. b)' bairWm htirrors be mounted tvtth the bottom edge no lilghce than l - y - ..nil tdtI9BAR . _ When standard compatttn irr.'doors am used with minimum 9 y _ los Uerica. m8 I I c N WATER 36`MIN, GFlABeaR g MIN. CLEAR ,, d " fiches In frout of the with he e[t)nl end positioned /t closer stoop Grab bats at the tack sr. all not be Ices than 3e• , $ c eleatancefor(ootrestsundemeaUi'andaseff inch strike_ed a ns not nal: clearanceat the6 � I 0.os�ET : ✓� \ inches in length. (Sec: Figura ;'i) ' % TbO Inside and 00 tsiete of the, comp. artment door shall be '.. / ,//y V�I}Cm towCl, Sanitary napkins, Wa5t0 receptacles, and otherCLE_ '. ae•MINi.' b) Diameter or Width / _ w._ e U.shaped liaadleimmedlaiel bclo the ed with a loo or lJ Shap: __ Y p -, destettsing and disposal fixtures are provided, at least she : n surfaces of ta g The diameter or of ,,. pPmB L_ � Sim i 60• MIN. , Other do flf ver la. shdmg, or oth {arch. The latch shall.. P'+5 nY Iia& similar one of earn type shall be located with all operable parts, 32' IN. as MIN. s etfAR i to'li inches Denbo sr. shall provide an shall be 1 /4 nU.us /2 cepa DIAMETER e, including coin slots, within 40 ieehes from the finished floor. _ Cha user to grasp or twist:. hardware nd'retptirtng 3 __ ' I CLEAR If grab bars are mounted adjacent equivalent gnPphtg surfpce. B -fah (See Figutts 27 and 2e ) 80 DIAMETER T�©`�'� a' _ o door•o in Widths and. door swings, a clear.' Extxipt for Pnt B . ' ii) Toilet Tisrue Dispensers the wall and the bars shall by to a wail, the apace between h _ . B f -0R 1 W, TURNS ! be rovided d access of not less than 44 inches erten provided unobstructed t,: C t e3.: ' See 29 1 J2 Inch ( Fi41rr� space Immediatelyah'iront set core .taxi amours and ilio s to vier closet compartments i .. rn v t5ar and an Wall o[ other tuface adjacent to it stall be c) A grab Y _ Figaro 24 WHEELCHAfiL_ 7y1tNII•lCt"SPACE P/ffHlt4 ent ahUl' not be less than tag Inches Dila tamer closet compartment _. ,. r t+ cv N ve elements Edges hall lea ve:a tree of ori sharp or, abrasive ._. _ „B Y . - TOILET FACILiTiFS` from the compartment door whey (lased. (See Flgurc:;2o� m(ntmum tatiitts of Vs Inch. te•1T ,, loo• MIN, OF FIXTILIRE I 24• � �FNI i a�P®a �a 6" TWEE CLEARANCE TOE CLEARANCE DEPTH . . d oFUJSH , 12 ,, , hal, be loxitcd ori the wall Witrm Toile.,,i�snte dispensers s _' um het ht f edge of the toilet seat at a mem B b�ches from the tion B _ _ delivery floor, nes urs that control itch ry -'ilio flao - or 3I05A Y i 7.} Passage nays (_ (b) ,� _. _ _. ,, passageways leading t cry ,. o aunt facilities shall have a dear access, - a2'.MIN. GRAB t3AR Figim 27 LAVATORY FCCCURES SPACE tae MIN __ owutttut vel. facilities hall havan c .,alter f 1 doorways :leading to such uy ys east ATR O MATYM O _1 e� MIN 32* MN WIDE SLE 1 r Sri w dth o[ at 32 orches:, a A cleat unobstructed tanning 1 1 D »--- b)' bairWm htirrors be mounted tvtth the bottom edge no lilghce than a tdtI9BAR I I c N WATER 36`MIN, GFlABeaR g MIN. CLEAR shall 40 Inches ' from the floor, tSee Figure 27) N d5 I 0.os�ET : ✓� \ c) Towel, Sanitary Napkins, Waste Receptacles pii3 " '.. / ,//y V�I}Cm towCl, Sanitary napkins, Wa5t0 receptacles, and otherCLE_ '. ae•MINi.' / ,�,r ✓ i destettsing and disposal fixtures are provided, at least L o i 60• MIN. similar one of earn type shall be located with all operable parts, 32' IN. as MIN. s etfAR DIAMETER / including coin slots, within 40 ieehes from the finished floor. CLEAR' . 3 ` a I CLEAR (See Figutts 27 and 2e ) a' \ ' ii) Toilet Tisrue Dispensers Figure 2S 13411iNALF.NT FACILiTATiON FOR EXISTING' 1 6U14DWOs _,t,t• MIN. t CtEaA 3 Multi le Accommodation (3105A(bj5.A) -^ 1 P r -facilityis a room that has more than htuttiple•accommaladon toilet I _ aie sanitary fixture, Is Intended for the use or mom than one person ff ...... ca meats at a time, and which tuttally Is protiltted with pnvacy mpan ` 1 � - from view, lvtultiple sctrcns shielding fixtures h -ti0 X60.. aeeantmexf atlon taller facilities shall have the followlnf t i LEVEL AND CLEAR a Wheelchair Clearance `` d from the floor to a hdght of 21 inches A clear spun meisure f , J above the: newt, within the sanitary fact room, of sufficient L -: — •.-• —,-� ' with a diameter rot Ips than 60 Inches, size o inscnbl. s circle clear s S6 inches by 63 Inches in slz& Doorsother Fl m 26 MULTIPLE ACCONIhtODAT10N TOILET' ora_I ixice __ Cu than the door to the accessible toilet compartment in any - Conon may encroach Into this space by not, more than 12 d viiaals Mb5A 4.D) petition ,) ( lb) Inches, NN urinals ale provided, at least one shall have a clear floor space .. _. .. :... . . _• .l _ ..J__I — _Ila .. :r-4.1 direction of the doorswmg as 'measure a ng B t Where e, >p - ane of ilio door tits closed Inion. and S4 inches where th. pl t� � _. level and dsu arca. The width at t dour swings away from the is 1 . _. the )evd area on the e side to which the door'swings shall extend I - tL d • d r tore:nenar dc is an 24 taches put U,1. stn}.c edge of thedoor . e edge for interior doors. i 18 Inches past rhe sink g , i_ 8.) identification symbols _ (3105A(h)i,D) Doorways leading to mens sam•tuy fa dllt cs shall be Identified try tag , _. I ue ater it triangle,it/4 incl. thick with edges l2 lnchrs long an•d A vertex pointing upward. Woms ct sznitaly Wit itles Shall be lden,..,eo : by a circle 1/4 Inch thick and 12 inches In diameter, Umsex sanitary i ci " al be Identified b a circle 114 Inch.thiek, 12 inches In facilities Shall y diameter with Is 1/4 Inch thick triangle superimposed on the circle and diameter. These eometric symbols shall L�: Wldtln the 12 inch B centered on the dooK at olidht of 66 o Inches and their color and ._ contrast shall be: distinctly different from the color and contrast of the e door. ,, to . . d , 12 ,, , hal, be loxitcd ori the wall Witrm Toile.,,i�snte dispensers s _' um het ht f edge of the toilet seat at a mem B b�ches from the tion B _ _ delivery floor, nes urs that control itch ry -'ilio flao - or 3I05A Y i 7.} Passage nays (_ (b) ,� _. _ _. ,, passageways leading t cry ,. o aunt facilities shall have a dear access, SPACE 9 chesabove,. � m tenuous r t1oW shall noc,lx used. vel. facilities hall havan c .,alter f 1 doorways :leading to such uy ys east o that do not emit con... pope r l'<. w dth o[ at 32 orches:, a A cleat unobstructed tanning 1 1 I (See Figure 2g) b) A I even and, cleaz iota tu: rm.inimum depth of b0 inches tel the i d t ht ant les to the. Figure 2S 13411iNALF.NT FACILiTATiON FOR EXISTING' 1 6U14DWOs _,t,t• MIN. t CtEaA 3 Multi le Accommodation (3105A(bj5.A) -^ 1 P r -facilityis a room that has more than htuttiple•accommaladon toilet I _ aie sanitary fixture, Is Intended for the use or mom than one person ff ...... ca meats at a time, and which tuttally Is protiltted with pnvacy mpan ` 1 � - from view, lvtultiple sctrcns shielding fixtures h -ti0 X60.. aeeantmexf atlon taller facilities shall have the followlnf t i LEVEL AND CLEAR a Wheelchair Clearance `` d from the floor to a hdght of 21 inches A clear spun meisure f , J above the: newt, within the sanitary fact room, of sufficient L -: — •.-• —,-� ' with a diameter rot Ips than 60 Inches, size o inscnbl. s circle clear s S6 inches by 63 Inches in slz& Doorsother Fl m 26 MULTIPLE ACCONIhtODAT10N TOILET' ora_I ixice __ Cu than the door to the accessible toilet compartment in any - Conon may encroach Into this space by not, more than 12 d viiaals Mb5A 4.D) petition ,) ( lb) Inches, NN urinals ale provided, at least one shall have a clear floor space .. _. .. :... . . _• .l _ ..J__I — _Ila .. :r-4.1 direction of the doorswmg as 'measure a ng B t Where e, >p - ane of ilio door tits closed Inion. and S4 inches where th. pl t� � _. level and dsu arca. The width at t dour swings away from the is 1 . _. the )evd area on the e side to which the door'swings shall extend I - tL d • d r tore:nenar dc is an 24 taches put U,1. stn}.c edge of thedoor . e edge for interior doors. i 18 Inches past rhe sink g , i_ 8.) identification symbols _ (3105A(h)i,D) Doorways leading to mens sam•tuy fa dllt cs shall be Identified try tag , _. I ue ater it triangle,it/4 incl. thick with edges l2 lnchrs long an•d A vertex pointing upward. Woms ct sznitaly Wit itles Shall be lden,..,eo : by a circle 1/4 Inch thick and 12 inches In diameter, Umsex sanitary i ci " al be Identified b a circle 114 Inch.thiek, 12 inches In facilities Shall y diameter with Is 1/4 Inch thick triangle superimposed on the circle and diameter. These eometric symbols shall L�: Wldtln the 12 inch B centered on the dooK at olidht of 66 o Inches and their color and ._ contrast shall be: distinctly different from the color and contrast of the e door.