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041-230-013
041-230-013 99-62AF STARKEY RANCH 6600 Hwy 99, Owdle A CULTURAL E7 -IvfPT 041-230-013 02-( STARKEY RANCH CC 6600 HWY 99 E, OROV CONT: RICHARD BRA TWO RICE BINS COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT 7 County Center Drive, Oroville Phone.: 916-538-7541 RE: AGRICULTURAL EXEMPT PERMIT DATE A.P. # 041-230-013 With reference to the above subject: Attached is: SERVICES, BUILDING DIVISION CA 95965 v j JUNE 16, 1999 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engineered Calculations Typical Plan Sheet Owner -Builder Verification Fm List of Codes Enforced we need the following,inf'bimation prior to permit processing and/or issuance: Permit application'signed and completed where indicated with all copies returned. Plot plans, 3/4 sets,,+.signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and.calcs, 3/4 sets, with wet signature on plans. - Hazardous''Material',Form Energy. Design`, Co pliance'and,,supporting documentation. Statement of„Intent for Non'7*Heated and A/C Buildings. Engineered truss,� details 'and layout in duplicate. Mobilehome data -and manufacturer's installation instructions, 2 sets. Fees of•$• "'' , payable to Butte County Treasurer. *•L _ •=Impact fees paid. California Department of Forestry plan approval/fees. :F.E.M.A'. National Flood Insurance Program Elevation Certificate prepared by a licensed land -surveyor, architect or engineer. Sanitation and plot plan approval Health Department. 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. 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. Copy of recorded 60' right of way to a public road Other: YOUR PROPERTY LIES IN FLOOD HAZARD ZONE A. A BUILDING PERMIT IS REQUIRED, INCLUDING SUBMITIAL UF PLANS A Should you have any questions concerning the above, please contact of this office. 4Manger ery t , MCV:ahb C. Vieira, C.B.O. , uilding Inspection COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 Phone: 916-538-7541 RE: AGRICULTURAL EXEMPT PERMIT DATE: JUNE 16, 1999 A.P. # 041-230-013 With reference to the above subject: Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engineered Calculations Typical Plan Sheet Owner -Builder Verification Fm List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. 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. 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. Copy of recorded 60' right of way to a public road Other: YOUR PROPERTY LIES IN FLOOD HAZARD ZONE A. A BUILDING PERMIT IS REQUIRED, INCLUDING SUBMITTAL OF PLANS AND FAYMENT-OF-=. Should you have any questions concerning the above, please contact of this office. very t , 4Man l C. Vieira, C.B.O. MCV:ahb r, uilding Inspection ' BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO q— Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. - 23O -O r 00 ZONING LA OWNER 1,C a n PHONE NO. 3 c -f �3 _ cJ ., 3 OWNER'S AD RESS ' LOCATION OF bbc)gLow n USE OF BUILDING C .4 SIZE OF STRUCTURE 'r ' � ' �3� X = SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME --�L STEEL CONCRETE OTHER (Specify) TYPE OF SIDING cloto ROOF COVERING FLOOR TYPE - Z5 Co•. O's �Uoc ESTIMATED COST OF CONSTRUCTION $ (O,a00- AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: 5 I FRONT 40441V 26 ��"'- " %y SIDES REAR ,44'"✓ AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. �- r I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals mply with the require ents in effect at that time and before occupancy. Date c0 - 1 `� 9 Signature of Owner Permit Fee - $60.00 The above described AG Building is exemt�om a building Dermit. Receipt No.��S�j JQ Manager Building Division By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant FL�D PARC L P.D. ROOF G SUE Date s�1 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7C OUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 gAGRICULTURAL. BUIL DING.EXEMPTION PERMIT PERMIT NO Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm ;implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place=used by the public. 'ASSESSOR PARCEL NO. 3 rO OBD ZONING I P.D. / O_.MIMERPHONE NO. 3(43w5-13 WNER'S ADDRESS ' ,0- WNER' LOCTIO � OF BUILDING -USE OF BUILDING t S\ SIZEOF STRUCTURE LL Z ! -� x TYPE OF. CONSTRUCTION: WOOD FRA STEEL-' CONCRETE OTHER (Specify) • - r TYPE OF SIDING C.iow ROOF COVERING FLOOR TYPE r Z5 C_0&.Fos Go ock xsx, ESTIMAT(ED�COST,OF CONSTRUCTION $f ,4 1IV}1ac)O AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County xOrdinances as follows: 5 I` r ` FRONT /A'I'L 261 - ,SIDES REAR /�✓ 1F AG Buildings shatbe a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a -mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimumiof0 23 feet from a residence and a f mobilehome, and 40 feet from a commercial building. !L AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation s USGS Datum. y t I declare under penalty, of perjury that the building will be used as stated above and the purposed use confirms with the'4 AG Building definition. If any change in use or occupancy of the building is made,, I will contact the Building Division and. obtain any necessary permits, inspections, and approvals o comply with.the require ents in effect at that time and before occupancy. Date_ (0- % - C% 9 Signature of Owner Permit Fee - $60.00 The above described AG Ruildinn is AYacnrSft.mm n hiffle inn r%orm;f Receipt,No. % FLQQD PARC - L I P.D. / RC�O� G ISSUE Manager Building Division By 'Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place -used by the public. f•. ASSESSOR PARCEL NO`S 3 D —01 Qd ZONING LA OWNER. h s 0 �.t Y1 PHONE NO. 3 4 3 _ S_� 3 I ] OWNERS. ADDRESS I LOCATIO WOf BUILDINGc ' Cis h! 1� ► ` { r USE OF BUILDING \ tn� �a� t. - �re e•z, e� u C.�=O l�C�ic(�S/ SIZE OF STRUCTURE .� L ' ' 3� X _ :_ SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME --)L— STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:c� i FRONT'" °�`� SIDES REAR REAR AG Bruildings shall be a minimum of five (5) feet from any septic tank or leach fields. -SAG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobile,home,-and 23 feet from a commercial building. -=sa AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requ rements. Finish floor elevation must be at or*above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to -comply with the requirements in effect at that time and before occupancy. Date_ (C. - J " �/ Signature of Owner �A. ` Permit Fee - $60.00 The above described AG Building is execnnt'from a building Hermit Receipt No,"�___? %'3 Manager Building Division } By Date White —DPW, Yellow — Assessor, Pink — B. L, Goldenrod — Applicant $ J —,',� I �FLOQD PAROL P.D. J ROOF)NG ISSUE Manager Building Division } By Date White —DPW, Yellow — Assessor, Pink — B. L, Goldenrod — Applicant $ J —,',� I f 11 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT ; 'PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place -used by the public. I- ASSESSOR PARCEL NO. ZONING OWNERPHONE C 1` i � t r� J .JC )^l NO. ,� , J -J '""f OWNER'S ADDRESS p R / { ( f1k1[`r, E )ioo i i (1: ll 1 ( LOCATION OF BUILDING} 0k,�Vit �! � � - 4 t USE OF BUILDINGj SIZE OF STRUCTURE f' TYPE,OF CONSTRUCTION: WOOD FRAME —X— STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE C'K7E.i�.t�Ct" 2.S' c C) c . ` CC) 0( itfelf 4;r- ESTIMATED COST OF CONSTRUCTION $ (04oaa— AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: e S r r - °�'�' I` °i'`"' ) r FRONT SIDES ' REAR '' 4. � t 0 AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. SAG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. f ;1 , AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. % Date G �! r -r Signature of Owner Permit Fee - $60.00 The above described AG Buildinn is exemnt'frnm a huildinn narmit Receipt No. � �FLOQD 4t i PARCEL P.D., ROO' �IfVGSSUE Manager Building Division By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date COUNTY OF BUTTE BUiLDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 RETURN SERVICE REQUESTED Starkey Ranch 398 Nelson-Shippee Road Oroville,- CA 95965-9256 ll�, -',. j �e \r, MASONRY WALLS N E S W 1 st Lift 2nd Lift., 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS (Occupanc , Area, Property) Gypsum Board 1 st Layer 2nd Layer { Walls f{ Ceiling t r ) NOTES t COMMERCIAL 041-230-013 02-0344 STARKEY RANCH CORP 6600 HWY 99 E, OROVILLE CONT: RICHARD BRAGDON TWO RICE BINS tr 1 +y t t , i JOB FINALED (Date) Signature J=OK O = Not OK - Not Applicable COMMERCIAL = Not Ready Date UNDERFLOOR (Plans) OK except It's ,o:rFtg., Main; Soils-Ufer Ground.-Ftg. DepthL7jhA $44,Ay44 , 3. Hold Downs -Bolts -Straps -Embedment -Hair ins 4. Concrete -PSI -Cert -SP. insp.-Loc. to alls, Main; Steel -Bloc kouts-Wrapped ei . Steel -Grade -Placement . Slab: Steel -Wrapped -Wire Mesh tt✓ � l � 8. s 9. Piers -Steel 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 i 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 ft'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. Hand icap-W/C-Backi ng 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 p'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 3 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. k.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 If'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 & Bearin 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 ft'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 o 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. Roofinq Certificate -Fire Ratinq Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: g -Support Fix. ) Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE BUILDING DIMISION DEPARTMENT OF DEVELPPMENT SERVICES 411 Main Street - Chico, CA # (530) 891-2751 IV CA (530) 538-7�41 7 County Center Dri e - Oroville, CORRECTION N�5ACE j'. OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please cont ct-this-office immediately. 'K, e -p Z 7- I COUNTY OF BUTTE - DEPARTMENT OF DEVEtoprmeNT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/9§) APPLICATION AND PERMIT -0344 ASSESSOR PARCEL NUMBER 041-230-013 ZONING BLWtfflNGPERMIT OWNER S ARK TELEPHONE — SO. FT. OCC. BUILDING VALUATION 22.0 95 000.00 OWNERS MAILING ADDRESS CONTRACTOR'S NAME RICHARD B TELEPHONE - I COI,TRACTORS MAILING ADDRESS 221 WEST 4TH AVE, CHICO 95996-1931 CONSTRUCTION LENDER - Fireplace - LENDER'S MAILING ADDRESS Total Valuation $ 95 000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 621.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 403.95 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ IAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Ailing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other COMMERCIAL 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 It Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: TWO RICE BINS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800V 0 R LES Main Service p.ORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class 0--( Lic. No. 30(oK OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONIS.( 8 ACC. BLD S. 3.5¢FT. TLET �G 7,50 IN N•RESIDT. MULTI-OURIUITS APPARATUS BSINGLE OUTLET CIR. 20 @ X.00 EX. Occup. OUTLET OR FIXTURES BAL @ .sI FI APPLNS. OR Ex. Occup. S.00 ourLErs RESID. EA. Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 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.) M*' I certify that in the performance of the work for which this permit is issued, I shallTOT 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 `'1 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 Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee I $ Energy Inspection Fee $ occ A3 COLT. TYPE FEE $ 1.088 1JN .45 AD. FEES IMP D CDF AR�l SUE This permit is her issued under the app Icable provisions of the Butte County Code and/or Resolutions to do work indicated bove for which fees have been paid. B g- Date ©� PERMIT EXPIRES ON 4D. Ie Receipt No. 343239/$1088.45 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 6 COUNTY OF BUTTE -DEPARTMENT OF DE ,�!_©.PIIAENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Ph16 (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: J t it C h co,, 0 ASSESSOR PARCEL NUMBER O 1� /C?611_1 Proposed Building Use: Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! , ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. Metal buildings: (A) Metal Building Plan (B oundation plans and calculations in triplicate, .(C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these m s e stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. �`` Date Received By "127 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. er of intent for non-residential buildings......................................................... . Detached Accessory Building Form filled out by the owner ..................................... •n,,,Jl 12. Hazardous Material Form............................................................................... 13. Other Remaining items needed to issue the -permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 5. Statement of Intent for Non -heated and A/C Buildings ..............................,,,rrrrrr.------..,II.......:.. Sanitation and plot plan approval from the Environmental Health Department irr�l UJ ( f� ` 17. ty of Chico Plumbing permit........................................................................ 1 California Department of Forestry plan approval ❑ paid. Sent by: ...................... 9. Planning approval for (A) Use: 0%C (B)Parking: at< (C) Parcel Check: o(k 6 l�P�'�d �❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone 35- C/ 10 and hold for pickup. I have been informed of of the above items and requirements for obtaining a building permit. Applicant :<�1/ f ' --ct7 Date: y/ g/O Z 1. Index permit application for the above items numbered: _ 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: C Plan Check Letter phone, ❑ mail, ❑ counter, by Date: phone, ❑ mail, ❑ count , b Date: Plans approved by: 2 ate: _Structural approved by: f Date: Yellow: Building Division '. E -"—USE ONLY .;Lji0t Man AttacW.d�� Raw man � �ftm� -- I.L Som to 0. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �Loca`t��� Ow on AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other QA LL 1 0 4 Hold final for: Final clearance O.K. for: NOTE: mental Health Specialist 8/96 it j mmk, =M%= Date S BUTTE COUNTY ENVIRONMENTAL. HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Nam Address Nature of Contact Person R �j°� a, --J Phone # S`�"©�"3 1— BUILDING PERMIT NUMBER D,e APN L — ��� 1. Does your business or that of your tennants handle, store, or transport hazardous materials? KNO ❑ 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? K -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 ❑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, vapors, or other volatile compounds? ❑ NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative 'gnaturel BCEHD BCAPCD (Jate) ® 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. El® The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept ❑ YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. PROJECT PROCESSING RECORD Applicant: Owner: gepq— A.P. #: . Z �O f Permit #: 9a — O 3L/V Work Description: Date - Description of Step or Status 4o L- i' Z �o2 March 22, 2002 County of Butte- FINAL CHECK Jurisdiction Appl. No.: 02-0344 LP2A Job No. 202015-005 T. Mr. Michael Vieira ` County of Butte 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Starkey.Ranch Grain Bin Address: 6600 Hwy 99E - Dear Mr. Vieria: Linhart Petersen Powers�Associates (LP2A)- has completed a final review of -the following documents: , 1. Plans: One (1) copy of sheet F1 dated February 14, 2002, by PES Associates, Inc. One (1) copy of sheet FCDL30-8NS3R dated February 4, 2002 by Grain systems Inc. 2. Structural Calculations: One,'(1) copy of Foundation Calculations dated February 14, 2002 r by RES Associates. One (1) copy of Bin_ Calculations dated February 13, 2002 by GIS. 3. Geotechnical Report: Not Provided T Note: Floodplain Mitigation Measures and/or comments will be reviewed by Butte County. These documents were 'reviewed only for their conformance to the 1998 California Building Code ' (i.e., state amended .1997 UBC). We do not have any comments regarding this submittal package. This plan review is recommended for approval as submitted. Enclosed for your use are the above noted documents that were reviewed, bearing the LP2A plan' approval stamps. If you have any questions, please do not hesitate to contact us directly. Sincerely, ; LINHART PET R EN POWERS ASSOCIATES foge=eterson, SE Structural Engineer rep:kb enclosures r LINHART PETERSEN POWERS ASSOCIATES 1 7610 Auburn Boulevard • Citrus Heights, CA 95610 y (916) 725-4200 FAX (916) 725-8242 • Toll Free (877) 235-0653 ' "v .. a . �:-i'.' z^ ,` .. � , l e Y e. i. .. a . z^ { VICINITY MAP APIC om-230-013 gyp; PROF Ess/ pN WALE 1•-2000' J FFy� �2c aa>aa z LILJ �' = OF SM 311 OFMLF � r"AlF EM 32 LEGEND lF pcm1�o���� FMW CAL1RANa d T SACRAMENTO NORTHERN R.R. U1MY POLE mw vww POLE i aur WE *JAM Ma nEILLAIM NOTES PACIFIC X LL PEDWAL ® , { DR 2 FF=136:46 �O L W DRIIt 2: FF=136.40 (E)C \ , DRIER A: FF=1136.47 DRIER 8: FF=136.45 MACH FIELD SETWX L. F. S. DRIER C: FF=136.44 DRIER D: FF=136.42 . 1107 APPLJCAILE N/A DRIER E: FF=136.83 DRIER F: FF=136.51 DRIER C: FF=136.44 DRIER H: FF=136.59 DRIVEWAY ( BUILDING (E) F=137.18 B G 2 r � (E) (E� W O91� BUILDING (E) O FF=136.35 APPROVED (�) oButte County 0 En lronmental Health / E F a � tore c H SITE PLAN Fan \ (E) STARKEY RANCH. A CALIFORNIA CORPORATION PA Ota WaWK CALsonNA 25M F F =13 5.61 API! 041-210-013 an 71\ FEENEY ENGINEERING ROBERT J. FEENEY R.C.E. 22972 D(P. 12/31/05 00 389C CONNORS COURT CHICO. CA 95926 S I -TE DETAIL S. N,q - AWJM F 24. 2002 DATE: 09/12/02 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION REPORT OF EPDXIED ANCHOR INSPECTION/ TESTS Client: Kraemer & Company 3778 Co. Rd. 99W Orland, CA 95963 INSPECTOR: B. Steele Type of Adhesive: Hilti - HVA Number of Locations: 40 Hole Depth: 6 7/g" i Hole Diameter: 7/8" PROJECT: Starkey Ranch 6600 Highway 99E Anchor Type: 3/4" Threaded Rod , Placement: Drilled into existing concrete at two grain bins. DESCRIPTION OF WORK: Arrived at the jobsite at 0845 hrs. to provide special inspection of epoxy -grouted seismic anchors in the grain bins (2). A total of 40 anchors were installed per detail 3/S 1. All holes were brushed and blown clean with compressed air. The adhesive was injected into each hole in sufficient quantity to cause exudation of the material when the anchors were inserted. The anchor bolts were rotated during and after insertion to insure proper bonding of the adhesive to the bolts. No problems were noted. Inspector •1 CC: 3060 Thorntree Drive, Suite 10 1 Chico, CA 95973 ° Telephone: (530) 891-6625 ° Facsimile: (530) 891-4243 R , PES Associates, Inc. Bin Ring Foundation with Rotation about a Line Tangent to the Perimeter Page .... !..... of ......... . 105 Enterprise Drive (Loads per the 1997 UBC) Project No.: 02045 Warsaw, IN 46580-1204 By: DEM Global Definitions / This calculation assumes that the bin and foundation kip=_ 1000•Ibf psf=_ pcf=-IVIVrotate about lines tangent to their respective perimeters. — — - . ft 3 ,' ft2 Design Data dT33 Mf rt18 in J 'y' 'type flat,; ,dis30 Section Properties allowable soil bearing pressure outside diameter of ring foundation inside diameter of ring foundation thickness of ring foundation concrete density set type = "flat' if flat bottomed bin, set type = "hopper" if hopper bottomed bin bin diameter elevation of eave (top of tank) elevation'of hopper (bottom of tank) roof slope hopper slope (set = 0 for flat bottomed bins) bin dead load anchor bolt radius anchor bolt quantity PLAN REVIEW APPROVAL bulk density of stored material MAR 2 2 2002 elev :=elev + (dia).tan(slo e ) elev'peak 8.08 -ft peak eave 1 2 p roof peak 38.08 elev -elev p _ Idial .tan(slo a p) elev = 0-ftbot- ho 1 2 /I p ho bot h roof :=elev peak- elev eave h tank elev eave - elev hop h hop := elev hop - elev bot dia•h roof A roof '= 2 'tank :=dia•h tank dia•h hop Aho p 2 A elev A roof + A tank+ A hop A elev = 1013•ft2 A l plan •dia4 A plan = 707 -ft 2 2/14/02 02045a.mcd UNHART PUERSEN POWERS ASSOCIATES elevation view area plan view area )p, c EIVED MAR 0 8 2002 DWERS „, gc4�F�ITU ,n PES Associates, Inc. Bin Ring Foundation with Rotation about a Line Tangent to the Perimeter Page .... Z...of. '..V..:. 105 Enterprise Drive (Loads per the 1997 UBC) Project No.: 02045 ' Warsaw, IN 46580-1204 By:'DEM vol =A plan' h tank+ (h roof + h hop).]vol = 22836•ft3 3 - A roof''elev eave + h 3 of + A tank' lelev hop + h 2 nk + A hop • (elev hop - h hop p Y area y area = 16.97.4 A elev, , I h roof h tank h hop A roof' lelev eave + 4 + A tank' elev hop + 2 I + A hop' Ielev hop - 4 / 1 Y mass '- y mass = 16.88 -ft ,n•(d 02_ d i2) A ring '- ` 4 I-1t•(d04-d14) d0 2 ring ' 64 JJ + A ring. 2 I ring 3 ring,-- .do Floor Loa_dinq per ASAE EP433 SEP 91 A,elev A ring = 353-ft2 I ring = 141027•ft4 S ring = 4179•ft3 coefficient of friction of grain on structural surfaces - Table 1 ks;`=05 ratio of lateral to vertical pressure - Table 1 R := A plan hydraulic radius of the bin 7E -dia., ' RpF Y :=h tank+ h roof equivalent grain depth 3 V = W •R a Janssen ' µ k Jansse�;,r _ W•vol V gravity A plan V�'gravity ,1163sf Ring Loading Due to Dead Loads DL DL f dead A + p conc't A = 26.88 -psf ring ring ' RincLLoadinq Due to Live Loads LL roof, roof live load, Table 16-C f live :=i type="flat" , lV gravity- V Janssen', plan `V gravity- plan ' A ring A ring a - 2/14/02 r• 4 �02045a.mcd a� 2 PES Associates, Inc. Bin Ring,Foundation with Rotation about a Line Tangent to the Perimeter 105 Enterprise Drive (Loads per the 1997 UBC) Warsaw, IN .46580-1204 LL roof*A plan f —f:.' 20 �psf' roof A roof ring Ring Loading Due to Snow Loads ELM0 p f roof snow load, Section 1640. � P f•A plan f snow '_ A ring Ring Loading Due to Wind Loads q s wind stagnation pressure - Table 16-F G e1 2 combined height, exposure and gust factor coefficient -Table 16-G iI W 10{ wind importance factor - Table 16 -K G 08 qh pressure coefficients - Table 16-H P :=C e•C q•q s•I w V wind '=P.A elev V1Mnd�-1 OTM wind :=P.A elev'y area OTM wind f wind '_ S ring Page.... A ... of...�..... Project No.: 02045 By: DEM Ring Loading Due to Seismic Loads P f := if(P f> 30•psf, P f, 0 •psf) elev eave h n : height in feet above the base to the.level which is uppermost in the main portion of the structure ft W�DLP j- 0 8 (W vol )k+ ;'J -Plan } C' 0.361 3 T :=C t•h n4 seismic dead load equation - Section 1630.1.1 numerical coefficient - Section 1630.2.2 seismic importance factor - Table 16-K N 28 75 numerical coefficient - Table 16-N or 16-P seismic coefficient - Table 16-Q seismic coefficient - Table 16-R 4-v2 C v•I 1 C v•I 2.5•C a•I C v•I C v•I 2.5•C a•I Vseis:=i 0.11•Ca•I•W< WI•( W< •W W,if •W<0.11•CaI•W,0.11•CaIW W R•T R•T R R•T �R-T R 2/14/02 02045a.mcd 3 PES Associates, Inc. Bin Ring Foundation with Rotation about a Line Tangent to the Perimeter 105 Enterprise Drive (Loads per the 1997 UBC) Warsaw, IN 46580-1204 OTM seis '= V seis'y mass T,M;sesM349 f seis OTM seis f'Iseis Y836 Opsf� S ring Load Combinations i :=1.. 10 combo I := f dead combo f dead + f live + f roof combo := f dead + f live + f snow combo := f dead + f wind f seis combos :=f dead + 1.4 dam f seis combo6 0.9 f dead•+ 1.4 combos f dead + 0.75 • (f live + f roof + f wind) combo :— f + 0.75 • If + f + f seis $ — dead live roof 1.4 combo := f dead + 0.75 • (f live + f snow + f wind) combof + 0.75 • �f .1. f + f seis �0 —dead live snow 1.4 <_= combinations 1-3 must be less than or equal to soil = 1000-psf combinations 4-10 must be less than or equal to 1.333 -soil = 1333 -psf Resistive Moment (Empty Bin d RM : _ (DL + A t ) \ ringp ' conc 2 FS := RM OTM wind Resistive Moment (Full Bin) RM := (DL+ A ring't'p conc + f live'` ring)'' 201 FS := \ RM IOTM seis I 1.4 RM = 1502-ft•kip Page .... ¢.... of... .0.... Project No.: 02045 By: DEM <_, Must be greater than or equal to 1.5 RM = 5813 -ft -kip FS2 33 <_= Must be greater than or equal to 1.5 2/14/02 02045a.mcd 4 PES Associates, Inc. Bin Ring Foundation with Rotation about a Line Tangent to the Perimeter Page.....s..of... �'.... .. 105 Enterprise Drive - (Loads per the 1997 UBC) Project No.: 02045 Warsaw, IN: 46580-1204 `By:,DEM Anchor Bolt Tension and Shear µ3 coefficient of friction between bin and foundation ��=6715 b allowable anchor bolt tension (3/4" dia. HILTI HAS Standard Rod w/ HVA Adhesive System) allow 43'SS lbf allowable anchor bolt shear (3/4" dia. HILTI HAS Standard Rod w/ HVA Adhesive System) 0:=0,2—�..2•n anchor,boltspacing N Wind Loads RM :=DL d° RM = 160 -ft •kip . - 2 i o . A ring 't'p conc • d — OTM RM T := i RM<OTM wind, - 0 •Ibf T = 1847.1bf (rad•sin(9)+rad) OTMwind e V wind DL V:= V = 701 -Ibf N Must be less than or equal to 1.0 Seismic Loads d RM := �DL+ f live A ring�'� 2 RM = 4471 -ft -kip IIdo OTM seis - OTM seis A ring•t P conc'1 2.) ( 1.4 I - RM T. -i RM< ,0•lbf T=O�lbf 1.4 �(rad•sin(6) t rad) OTM seis g ( 1.4 : ) (V seis (DL + f A 1 . - 1 - µ \ live • ring/ V •- 1.4 V = 3421 Of N h + e 079 <-= Must be less than or equal to 1:0 Qp N w N0. z C2847 r\� 9 � ' • F A�� A, v ' 2/14/02 02045a.mcd 5 I 0 GSI 1004 East Illinois Street Assumption, IL 62510 Kraemer & Co. FCDL 36-8NS3R Bin Calculations Table of Contents Item Description Project Date Pages No. 1 FCDL 30-8NS3R Stiffener & Sidewall Gages Print 02041 2/4/02 1 2 30' Roof Calculations w/Support Ring 02041 2/5/02 2-14 3 FCDL 30-8 Flat Bottomed Silo Calculations 02041 2/5/02 15-26 ;-O a- 4 � � t F f � J � �, GRAIN SYSTEMS FCOL 30-BNS3R GRAIN STORAGE TANK :ROOF SYSTEM CONSISTS OF 30 OVERLAPPING RIBBED ROOF PANELS ( 24 GA. .026 IN. MINIMUM ASTM A-653, SO GRADE 40 STEEL) AND A ROOF SUPPORT RING. ROOF DESIGN BASED ON A GROUND SNOW LOAD OF 25 LB. PER SOUARE FOOT APPLIED TO THE ROOF HORIZONTAL PROJECTED AREA. ALSO DESIGNED FOR 2500 LB, VERTICAL PEAK LOAD APPLIED EVENLY DISTRIBUTED TO ROOF PEAK RING ASSEMBLY. * WIND LOAD: BASED ON WIND VELOCITY OF 90 MILES PER HOUR WITH WIND PRESSURE APPLIED TO VERTICAL PROJECTED AREA. * SEISMIC CONSIDERATIONS BASED ON UBC SEISMIC ZONE 3 FOR 36 LB/FTA3 DENSITY WITH CENTER FILL AND UNLOADING. STIFFENER LOCATIONS 18 GA. 2 -RING TOP FC -4206518 16 GA. 2 -RING STD FC -4207516 12 GA. 2 -RING STD FC -4205712 10 GA. 2 -RING BASE FC -4207210 XiV 1XIMT n' -a* * STEEL SPECIFICATIONS: 14GA (.070') AND THINNER SIDEWALL ARE MINIMUM ASTM A-653, SO GRADE 40. 15 GA (.055") AND THICKER STIFFENER MINIMUM ASTM A-653, SO GRADE 50. 18 GAUGE STIFFENERS ARE A-653, SO GRADE 40. GALVANIZED TD G-90 SPECS. ALL OTHER STEEL GALVANIZED COMPONENTS TO BE GOOD COMMERCIAL DUALITY STEEL WITH MINIMUM GALVANIZED COATING TO G-90 SPECS. * BOLTS AND FASTENERS: 5/16" BIN BOLTS MINIMUM SAE GRADE 5. 3/8" BIN BOLTS MINIMUM SAE GRADE B. USAGE AS GIVEN IN CURRENT GRAIN SYSTEMS, INC. "BIN ERECTION MANUAL" AND BOLT USAGE CHART. * ALL OTHER SPECIFICATIONS AND PROCEDURES PER CURRENT EDITION OF GRAIN SYSTEMS BIN ERECTION MANUALS. * FOUNDATION BY OTHERS. SIDEWALL GANGES EAVE HT. 29'-5' 20 GAUGE COW) (RED) 3 RINGS 18 GAUGE ( .043' ) ( ORANGE ) 3 RINGS 17 GAUGE (.051') (PINK/LT BLUE) 2 RINGS 30' roof calc's w support ring 1 Roof Load ' From UBC Figure A-16-1 snow loads. for California range from 0-15:psf. Pg := 15' , psf Ce := .7 Table A-1 6-A L= .9 Table A -16-B Pf := Ce• I• Pg Pf = 9.45 '?sI� ' Per table 16-C for agricultural structures: Pf min := 10 psf Use the GSI 16 psf Pf gen := 16 ?51F Uniform roof live load in lb/ftA 2 ' Dead load of 30 ft. roof is approximately 2.6 psf. DL := 2.6 PS j= Design load := 18.6 psf (projected) Note: The tank has a_center peak load of 2500 Ib. ' Roof system consist of 30 overlapping roof panels and a support ring: 2500 ' Peak_load := Peak load = 83.333 L � � 30. - ' Roof panel bottom chord: Bott chord := 3.125 Single panel (F-6 Roof panel top chord: Top_chord := .26 Single (F-T� ' panel Bottom—load—live= Bott chord• U_load Bottom_load_live = 50T L P Top'_load_live := (Top chord U_load) Top_load_live = 4.16 ALF Bottom_load_dead:= Bott_chord•DL Bottom_load_dead'= 8.125 F ' Top—load—dead= (Top_chord•DL) Top—load—dead = 0.676 P/ 1 1 z 30' roof calc's w support ring See Risa output for analysis. M_max:= 2.371 M_max = 2.371in-kips Axial at point of maximum moment =341 lbs Pmax := 913 Ib See interaction output for various combination checks. Interaction equations per provisions of AISI checked on attached page for roof rib. Interaction for applicable cases < 1. Roof_ring loading: Approximately behaves as a compression ring due to the nature of loading. Reaction at ring = 521 lbs. (30 points). react:= 521 LPJ� In (OD 2 2 Pipe: OD := 1.163,1 N ID := 1.04710. Apipe := - ID )� 4 .Apipe = 0.201. in^2 (30• react. 10.47) faxial_pipe := faxial_pipe = 12.355 ksi okay n • 10.47).2. 1000 • Apipe I 2 W.5i2002- Company • Grain Systems, Inc.February 5,:2002 ; Designer GSI " j 11:32 AM - ' Job Number : 30roof-calrice1 30' roof with supportring. f Checked By Global Steel Code ASD: AISC 9th, AISI 99.� >x z ,� Rllowable�Stress�ln`ccease�Factor=ASiF-� �{� ,y1�333�� Include Shear Deformation I Yes No. of Sections for Member Calcs 115 P -Delta Analysis Tolerance 10.50% '��/QrtlCatIEIS$' 1 Materials (General) Material -Label' Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density,' s Yield Stress -' ksi ksi Ratio,(per 10^5 F k/ft^3 - ksi STL 29000 11154 .3 .65 .49 36 ' ' Sections Section Database Material Area SA(yy) SA(zz) _ I y -y I Z -Z J (Torsion) _ T/C Label Shape Label in ^2 in^4 in^4 tin AQ Onl RIB STL . .392 ' 1.2 1.2 .377 .359 1 Joint Coordinates ' Joint Label X Coordinate. Y Coordinate Z Coordinate Joint Temperature -Detach from ' ftft, ft F Diaphragm ! N1 0 0 x •: L 0- 0 No. +t^—cr • a � �,•..: R .v '- • 's' ` .t4 '"' �Fv't3 r•. ^=. fir• 7 ='}.c 5 �N2� - ���`: ���4.,8$4.;�� _...tis.�.�2.82 .� .� Q ,s:" ' N3 13.677 7.896 0 0- No ` , _ Boundary Conditions' Joint Label X Translation Y Translation,, , Z Translation MX Rotation MY Rotation MZ Rotation •k-ft/rad ' Win) (k/in) -(k/in) (k-ft/rad) k-ft/rad N1 Reaction Reaction Reaction ` ,x ° "'�' i 3 a° z1 s,nr `s 'f3'K{t 3x• F :� ,zLN2 � WReaction � . .T... � : .: Reacflo i 4 my� m_=,; a N3 Reaction Reaction , ' Member Data_- X -Axis Shape / Material PhyT.O.M. End Releases End Offsets InactivVember " '� Member Label.I Joint J Joint . •.K Joint .Rotate Section Set Memb ._' 1 -End :,J -End- ' kEnd J -End Code Length ,... d reel Set in ` in ft M1 N1 N3 - ` RIB I TL IY I 1*BenPIN,j.BenPIN 11 115.7931. Basic,Load Case Data •_ Load Type Totals BLC No. Basic Load Case Category Category Gravity Direct , Description Code Description X Y, Z Joint Point Dist. rArea Surf. 1 Live Snow Dist. None 1 F ®ist 3 Peak None" 1 ' Joint Loads/Enforced Displacements, Cate o . None'-,,BL'C 1: Peak Joint Label [L]oad,[M]ass,or 'Direction.: Magnitude.. x ' D is lacement Ib k -in in rad lb*SA 2/ft' f N3 L Y -83 - RISA -3D Version 4.5 [W:\risabackup\RISA\30_ft\wp130130roof-calrice. r3d]- - . ..Page 1 1 M1 ,1. 912.687 76.836 t. . 0. 0 0' 0 h x � �., ' 2 MM033n X 28-242 :0 POt g ` 1 �, v • I . j 3 : ' 858:477 <.. -17.063 • 0 , . . 0 � 0 . -:779 sr s els air � a tr1 xia, -a w a r � •� ,. �.�.�:� ._s: .n� � �4us... ,"�834�22�1>r� ���5$079.� �� �.0���:.�� ;��:.��0y�'";_..°� ..:��Q��.�.z ���s 26R. 71 0 0 0 ..805 � • I' '&' !"'r. -r-R L. t ! ri ',,; p X 3 "W. Y .'�1 xsi 3r +^.9ziY fda £ S <.0 34Q.4.57:�. � .,�127:�1,02�"� �-��0:.,: IN W. Oso �� � 0� � Imam -1 ma 7 321.899 94.958: ; `0 ' 0 0 .872 • Company :.Grain Systems, Iric. t 290.482. 40.539 ' February 5: 2002'' ` Designer GSI 11. 266.662 -.72 • 11:32 AM • •� Job Number : 30roof-calrice1• 30' roof.with support ring: Checked By t 013 .-1.012 0 F941900! V14 '' �`Q Nr.� —WRO RR'4 1P nq5a. 57'� r ,.15 241.812 43.764 Member Direct Distributed Loads, Cate -gory: None: BLC 1.: Live (Snow) Dist. ` Member Label Direction Start Magnitude,. End Magnitude ;�' Start Location .End Location Ib/ftF Ib/ft, F ; ft or %a ft or % _ M 1 V r -50 -4.16'.k - 0 0. -Member DirectDistributed Loads, Category. None, ':BLC.2 -Dead Dist.' • Member Label Direction Start,Magnitude} . ' ; End'Magnitude Start Location IEnd Location . Ib/ft, F '(lb/ft,F ft or % ft or %) M1 Y -8.125 -.676.. 0 . 0 Load Combinations. Num. Description Env WS PD SRSS CD `. BLC - Factor ' - BLC Factor 'BLC Factor BLC Factor 1 30' roof, 25 sf :1 . < . 1 1=2. 1 .3 1 _ • , ' Reactions, By Combination .' } LC Joint Label X Force ' Y Force Z•Force: "• X Moment <• Y Moment Z Moment . (lb), Ib t., lb •. ,(k -in) (k -in) (k -in) 1 N1 752.004 522.869 0 '` LOCKED LOCKED 0 Ki -T, .. ,, .� ,,. , y Ct V w l 5*. ' s t 4 WNW = }�� . N2 4�. �5 �. �.# 520 �7Q5�� ���h �£ �,�� x>� � � � P � 9 - POEM,; •> �_� ���. 1 N3 -231.3 0 0 T" I; 0 LOCKED 0 1 Totals: - 0 522.869 # ` 0` - - .1 1 COG (ft): X: 6.301 1 Y: 3.638 1 Z: 0 w. Member Section Forces, By Combination LC `' Member Label Section. Axial . _ 'Shear y -y ' ; Shear z -z Torque Moment y -y Moment z -z lb Ib • . Ib k -in - k -in '` (k -in) 1 M1 ,1. 912.687 76.836 t. . 0. 0 0' 0 h x � �., ' 2 MM033n X 28-242 :0 POt g ` 1 �, v • I . j 3 : ' 858:477 <.. -17.063 • 0 , . . 0 � 0 . -:779 sr s els air � a tr1 xia, -a w a r � •� ,. �.�.�:� ._s: .n� � �4us... ,"�834�22�1>r� ���5$079.� �� �.0���:.�� ;��:.��0y�'";_..°� ..:��Q��.�.z ���s 26R. ~ 5- ' '81.1.864 '' 97:804. 0 0 0 ..805 � • I' '&' !"'r. -r-R L. t ! ri ',,; p X 3 "W. Y .'�1 xsi 3r +^.9ziY fda £ S <.0 34Q.4.57:�. � .,�127:�1,02�"� �-��0:.,: IN W. Oso �� � 0� � Imam -1 ma 7 321.899 94.958: ; `0 ' 0 0 .872 y:sgn Ar ' < 4,09' 290.482. 40.539 0 .29§31�r42°=. owl-' w'_�,�1826wx - 00n 11. 266.662 -.72 • :.0` I:` 0 0 ° `'-1.442 s-. 6 0RM .... � , 25CO SWIM 250.439 -28.822 013 .-1.012 0 F941900! V14 '' �`Q Nr.� —WRO RR'4 1P nq5a. 57'� r ,.15 241.812 43.764 0 0 -0- ' 0' Loads: LC 1, 30' roof, 25psf Resufts for LC 1, 30' roof, 25psf Grain Systems, Inc. GSI 30roof-calrice 1 30' roof with support ring. February 5, 2002 11:27 AM 30roof-calriceAd Results for LC 1, 30' roof, 25psf Member z Bending Moments (k -in) Grain Systems, Inc: 30' roof with support ring. ' February 5, 2002 GSI 11:29 AM 30roof-calrice1 30roof-caldce.r3d Member M1, LC 1: 30' roof, 25psf 0 1.579 3.159 4.738 6.317 7.896 9.476 11.055 12.634 14.213 15.793 Member Location (ft) E Member M1, LC 1: 30' roof, 25psf. . 1008 12.687 896 — 784 672 560 — d `0 448 — LL 'a 336 — — 241.81 224 — 112 0 -112- 0 1.579 3.159 4.738 6.317 7.896 9.476 11.055 12.634 14.213 15.793 Member Location (ft) -231.3 CFS Version 3.04 Section: TIlrb3O-dblec.sct Double 0.026 ribs - tall PES Associates, Inc. 105 Enterprise Drive Warsaw, IN 46580-1204 Rev. Date: 2/13/02 Rev. Time: 11:47:35 AM Rev. By: David McFarren Phone: 574-269-5988 Fax: 574-269-2426 dmcfarren @ kconline.com C.3 Section Inputs ------------------------------------------------------------------------ Material: A653 SQ Grade 40 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 40 ksi Tensile Strength, Fu 55 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Top Rib, Thickness 0.026 in Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size. Distance (in) (deg) (in) Coef. (in) (in) 1 0.6496 0.000 0.026000 None 0.000 0.0000 0.3248 2 1.0130 73.200 0.026000 Single 0.000 0.0000 0.5065 3 0.1710 52.640 0.026000 Single 0.000 0.0000 0.0855 4 0.9497 73.200 0.026000 Single 0.000 0.0000 0.4748 5 0.1710 52.640 0.026000 Single 0.000 0.0000 0.0855 6 0.8864 73.200 0.026000 Single 0.000 0.0000 0.4432 7 0.8130 0.000 0.026000 Double O.000 0.0000 0.4065 8 0.8860 -73.200 0.026000 Single 0.000 0.0000 0.4430 9 0.1710 -52.640 0.026000 Single 0.000 0.0000 0.0855 10 0.9497 -73.200 0.026000 Single 0.000 0.0000 0.4748 11 0.1710 -52.640 0.026000 Single 0.000 0.0000 0.0855 12 1.0130 -73.200 0.026000 Single 0.000 0.0000 0.5065 13 0.6496 0.000 0.026000 None 0.000 0.0000 0.3248 CFS Version 3.04 ' Section: TIlrb30-dblec.sct Rev. Date: 2/13/02 Double 0.026 ribs - tall Rev. Time: 11:47:35 AM Rev. By: David McFarren PES Associates, Inc. Phone: 574-269-5988 ' 105 Enterprise Drive Fax: 574-269-2426 Warsaw, IN 46580-1204 dmcfarren@kconline.com ' Bottom Rib, Thickness 0.026 in Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity -0.026 in ' Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.6496 0.000 0.026000 None 0.000 0.0000 0.324E ' 2 1.0130 73.200 0.026000 Single 0.000 0.0000 0.5065 3 0.1710 52.640 0.026000 Single 0.000 0.0000 0.0855 4 0.9497 73.200 0.026000 Single 0.000 0.0000 0.4748 5 0.1710 52.640 0.026000 Single 0.000 0.0000 0.0855 ' 6 0.8864 73.200 0.026000 Single 0.000 0.0000 0.4432 7 0.8130 0.000 0.026000 Double 0.000 0.0000 0.4065 8 0.8860 -73.200 0.026000 Single 0.000 0.0000 0.4430 9 0.1710 -52.640 0.026000 Single 0.000 0.0000 0.0855 ' 10 0.9497 -73.200 0.026000 Single 0.000 0.0000 0.4748 11 0.1710 -52.640 0.026000 Single 0.000 0.0000 0.0855 12 1.0130 -73.200 0.026000 Single 0.000 0.0000 0.5065 13 0.6496 0.000 0.026000 None 0.000 0.0000 0.3248 ' Full Section Properties ------------------------------------------------------------------------ ' Area 0.43396 in^2 Wt. 0.0014755 k/ft Width 16.691 in Ix 0.4674 in^4 rx 1.0378 in Ixy 0.0001 in^4 ' SX(t) 0.29329 in^3 y(t) 1.5936 in a -89.888 deg Sx(b) 0.32852 in^3 y(b) 1.4227 in Iy 0.5028 in^4 ry 1.0764 in Xo 0.0001 in ' Sy(1) 0.24482 in^3 x(1) 2.0537 in Yo 2,.0041 in Sy(r) 0.24482 in^3 x(r) 2.0537 in jx -0.0001 in jy -2.3956 in I1 0.5028 in^4 r1 1.0764 in ' I2 0.4674 in^4 r2 1.0378 in Ic 0.9702 in^4 rc 1.4952 in CW 0.065679 in^6 Io 2.7131 in^4 ro 2.5004 in J 0.00009779 in^4 ' Fully Braced Strength - 1996 AISI Specification (ASD) Compression Positive Moment Positive Moment ' Pao 8.506 k Maxo 0.58541 k -ft Mayo 0.41311 k -ft Ae 0.38278 in^2 Ixe 0.46739 in^4 Iye 0.44171 in^4 Sxe(t) 0.29329 in^3 Sye(1) 0.22385 in^3 Tension Sxe(b) 0.32852 in^3 Sye(r) 0.20697 in^3 ' Ta 10.394 k Negative Moment Negative Moment Maxo 0.49811 k -ft Mayo 0.41312 k -ft Shear Ixe 0.39134 in^4 Iye 0.44172 in^4 ' Vay 4.689 k Sxe(t) 0.27024 in^3 Sye(1) 0.20697 in^3 Vax 1.179 k Sxe(b) 0.24956 in^3 Sye(r) 0.22385 in^3 IZ CFS Version 3.04 Section: Tllrb30-dblec.sct Rev. Date: 2/13/02 ' Double 0.026 ribs - tall Rev. Time: 11:47:35 AM Rev. By: David McFarren PES Associates, Inc. Phone: 574-269-5988 105 Enterprise Drive Fax: 574-269-2426 ' Warsaw, IN 46580-1204 dmcfarren@kconline.com Member Check - 1996 AISI Specification (ASD) <;�,������ (� Design Parameters: Lx 10.160 ft Ly 0.000 ft Lt 0.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 ' Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx ,1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 ' Loads: P Mx Vy My VX (k) (k -ft) (k) (k -ft) (k) Entered 0.3410 -0.19760 0.1280 0.00000 0.0000 ' Applied 0.3410 -0.19723 0.1280 0.00000 0.0000 Strength 4.2213 0.49811 4.6892 0.41311 1.1786 Effective section properties at applied loads: ' Ae 0.43396 in^2 Ixe 0.46739 in^4 Iye 0.50279 in^4 Sxe(t) 0.29329 in^3 Sye(1) 0.24482 in^3 Sxe(b) 0.32852 in -3 Sye(r) 0.24482 in^3 ' Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.081 + 0.424 + 0.000 = 0.505 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.040 + 0.396 + 0.000 = 0.436 <= 1.0 AISI Eq. C3.3.1-1 (Mx, Vy) 0.157 + 0.001 = 0.158 <= 1.0 ' AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 Member Check - 1996 AISI -Specification-(ASD)--2r,-7 Design Parameters: Lx 5.6400 ft Ly 0.0000 ft Lt 0.0000 ft ' Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 ' Loads: P Mx Vy My VX (k) (k -ft) (k) (k -ft) (k) Entered 0.8000 -0.17670 -0.1000 0.00000 0.0000 ' Applied 0.8000 -0.17583 -0.1000 0.00000 0.0000 Strength 6.8752 0.49811 4.6892 0.41311 1.1786 Effective section properties at applied loads: ' Ae 0.43396 in^2 Ixe 0.46739 in^4 Iye 0.50279 in^4 Sxe(t) 0.29329 in^3 Sye(1) 0.24482 in^3 Sxe(b) 0.32852 in^3 Sye(r) 0.24482 in^3 Interaction Equations AISI Eq. C5.2.1-1 (P, Mx, My) 0.116 + 0.371 + 0.000 = 0.487 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.094 + 0.353 + 0.000 = 0.447 <= 1.0 AISI Eq. C3.3.1-1 (Mx, Vy) 0.125 + 0.000 = 0.125 <= 1.0 ' AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 ' 13 CFS Version 3.04 Section: Tllrb30-dblec.sct Rev. Date: 2/13/02 ' Double 0.026 ribs - tall Rev. Time: 11:47:35 AM Rev. By: David McFarren PES Associates, Inc. Phone: 574-269-5988 105 Enterprise Drive Fax: 574-269-2426 ' Warsaw, IN 46580-1204 dmcfarren@kconline.com Member Check - 1996 AISI Specification (ASD) �w`z��a I ------------------------------------------------------------------------ Design Parameters: Lx 10.160 ft Ly 0.000 ft Lt 0.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 ' Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 ' Loads: P Mx VY My VX (k) (k -ft) (k) (k -ft) (k) Entered 0.2610 0.12020 0.0000 0.00000 0.0000 Applied 0.2670 0.12049 0.0000 0.0000.0 0.0000 ' Strength 4.2213 0.58541 4.6892 0.41311 1.1786 Effective section properties at applied loads: ' Ae 0.43396 in^2 Ixe 0.46739 in^4 Iye 0.50279 in^4 Sxe(t) 0.29329 in^3 Sye(1) 0.24482 in^3 Sxe(b) 0.32852 in^3 Sye(r) 0.24482 in^3 ' Interaction Equations AISI Eq. C5..2.1-1 (P, Mx,. My) 0.063 + 0.217 + 0.000 = 0.280 <= 1.0 AISI Eq. C5.2.1-2 (P, Mx, My) 0.031 + 0.206 + 0.000 = 0.237 <= 1.0 AISI Eq. C3.3.1-1 (Mx, Vy) 0.042 + 0.000 = 0.042 <= 1.0 ' AISI Eq. C3.3.1-1 (My, VX) 0.000 + 0.000 = 0.000 <= 1.0 0 ' 30-8-Rice(FCDL30-8NS3R) -' 2/5/2002 3:04 PM ' 30 ft. diameter, 8 ring Flat bottomed silo, FCDL - 4". Rice- Cal.. UBC seismic zone 3, soil profile D, 1997 code. Uses UBC for wind - FCDL30-8NS3R. Input information Seismic info Seismic zone (enter number for zone. Use 2.1 for 2a and 2.2 for 2b) Tank into . Tank dia J number of rings night p3 6666 Ring height (feet) stiff side :75 .-.75 for an �internally�stiffened, +.75_for an externally stiffened SS :=5625i SS =stiffener spacing ' Rooiwght a=1 0 Weight of Roof (from catalog) in lbs Rload = 25UU Allowable roof center peak load (lb's) Shipwt = 9 U Total weight of structure (from QUANTEL).in lbs rf slope0 eg, Material info: Densiry36 Density of stored material in lb/ft^3 _ comp = 5 Compaction factor in'% A• rep ose28 Angle of repose of the grain f = friction factor . k = ratio of horizontal / vertical pressures Uniform roof live load in Ib/ft^2 (snow) per"A-16-1 o :=.75 Material mass reduction factor, no less than .8. This is based on standard industry practice for granular structure silos. rn := L. No_rings 1 1 30-8 Rice(FCDL30-8NS3R) Calculations for tank dimensions ' Actual bin Diameter Tdia := Dia -.9947 Shell _dia := Tdia + 5 Shell_dia = 29.88• FT 12 Tdia = 29.84 -T Trad := Tdia Trad 14.92 fj 2 Dia. to edge of stiffener: Stiff _edge := Shell_dia + stiff _side "Stiff _edge= 30.633 1= T (Dia -2 360 -deg stiff no := AS < 56 15 Dia, bay angle :_ L l 3 i� stiff no ' stiff no = 20 bay_angle = 18 deg Tdia 2 A_bin n i 1 circ 2•rt•Trad 2 A_bin = 699.4"r� Find height dimensions Tdia h_roof := •tan(rf slope) h_roof = 8.61 FT 2 h_grain_roof :_ Tdia •tan(A_repose•deg) h_grain�--7-' _roof = 7.93 r 2 h_tank(rn) : 1.75= (m)•mght + 12 ' h. eave := h_tank(No_rings) heave = 29.48 .rT- h_peak := h_eave + h roof h=peak = 38.09: FT Area normal to side (for wind calcs) Tdia•h roof ' a roof :_ — a tank(m) := Tdia•h_tank(m) a roof'= 128.53 2 — — ' A normal(m) := a roof + a_tank(rn) " A normal(No_rings) 1008 ft^2 Centroids of the structure y_tank(m) 2 •h_tank(m) yroof(rn) 3 •h_roof +,h-tank(m) 1 , y_gcone(m) := 3 •h_jrain_roof + h_tank(m) 2 3:04 PM 30-8 Rice(FCDL30-8NS3R) Volume capacities of the tank v roof := 3 . A bin•h�rain_roof v_tank(m) := A bin rn•rnght + 1i�51 v_total(m) := v roof + v_tank(m) v_total(No_ringgs) = 22466 m_roof := v roof•Density m tank(m) := v_tank(m)•Density m_total(rn) := Density•y_total(m) L_load := m_total(No rings) L_load = 808791 2/5/2002 3:04 PM v_roof = 1.85 x 103 rr 3 (cubic feet) v_tank(4) = 1.04 x 104 F-(3 (find these individually for the seismic section) m_roof = 6.66 x 10 b (, m tank(4) = 3.73 x 105 l.. d � m_tota](4) = 4.4 x 105 L 16 Roof Load From UBC Figure A-16-1 snow loads for California range from 0 - 15 psf. Pg := 25 psf Ce := .7 Table A-1 6-A 1:=.9 Table A-1 6-13 Pf := Ce. I•Pg Pf = 15.75 PS Per table 16-C for agricultural structures: Pf min := 10 psf Use the GSI 16 psf Pf gen := 16 U,,,fMx =gPf ee Uniform roof live load in Ib/ft^2 Pload + A bin•U load + Roofwght Roofld := - Roofld = 0.77 Dia• 2 .1000 3 Grain Loads R:= Dia— R = hydraulic radius 4 Tdia•tan(A repose•deg) 6 heq = equivalent grain height heq(No_rings) = 31.98 Fj Tdia•tan(23•deg) 6 3 Roof load per stiffener (kips) heqc = equivalent grain height for columnar load computation 30-8 Rice(FCDL30-8NS3R) Ph(m) (DensityR)(1 — exp(—k•f•heq(m)11 Ph = lateral pressure (Ib/ft^2) ' f i� R Pv(m) := Phk Pv(No— rings) = 796 5r Pv = vertical pressure ' k ' Pw(m) := Density. R•I heq(m) — R •rl — exp(—k•f•heq(rn))11 L k•f l( l( R )J J Pw(No_rings) = 2661.78 ' G—load(m) := Pw(m) •SS 12.1000 2/5/2002 3:04 PM ' G_stiff load := G load(No rings) G_stiff load= 12.48 Janssen grain load on stiffener in kips. Pv_nd(m) := hegc(m)•Density Pv_nd(No_rings) = 1.13 x 103 Columnar load of grain. ' Combine Dead +Grain + Roof loading forces for the tank G—stiff load = 12.48 I<l p5 t D load(m) :_ (Shipwt — Roofwght) _ Average dead load per stiffener, per ringin kips. stifno•No_rings•1000 D _stiff load:— D (Shipwt — Roofwght) _ stiff load = 0.39 lC ( 3 1000 -stiff no ' P_stiff := G stiff load + Roofld + D_stiff load Pstd(m) := G_load(m) + D—load(m) + Roofld ' P_stiff = 13.64 Grain + Dead + Roof Axial load per stiffener (kips) P—ft . P sti12 P_ft = 2.91 Axial load per foot (kips) SS'Ph(m) Tdia Ht(m) := 2 Ht = hoop tension in Win. 12 Ht(No_rings) = 495.04 aL 1 ' 4 M 30-8 Rice(FCDL30-8NS3R) 2/5/2002 3:04 PM Wind Forces UBC 97 code Find wind pressure California UBC Figure 16-1 has 80 mph or less as minimum basic wind speed. Case: 90 mph, exposure class C. qs := 20.8 PSS Stagnation pressure (Table 16-F) Ce := 1.31 Exposure / Gust factor at roof height (Table 16-G) Cq :_ .8 Pressure Coefficient (Talbe 16-H) Iw := 1 Iw is Occupancy Category factor (Table 16-K) P:= Ce•Cq•gs•Iw Design pressure in psf. P = 21.8 PS F Af := A normal(No_rings) Af = 1008.2 r -T Z Note: for simplicity, the gust factor for the roof and resulting design pressure was. used for the entire height. Find the wind Shear force Vwind roof :_ P•(a roof) 1000 ind_wall(rn) := P•a_tank(rn) Wind—wall(M) 'Vwind is the shear force on the structure. (kips) 1000 Vwind(m) := Vwind roof + Vwind wall(m) 2 • Vwind(m) Vwind_stif(rn) :_ stiff no Vwind(No_rings) = 21.98 l P 5 Vwind_stif(No_rings) = 2.2 �S Find the wind uplift & max. stiff wind component reaction. From the equation: P=2*M/(N*r) Mw_cyl(rn) := Vwind wall(m)•y_tank(m) Mw_cyl(4) = 71.36 r -r • IBJ PS "" 30-8 Rice(FCDL30-8NS3R) Mw—roof(m) := Vwind_roof•y_roof(m) Mw_uplift(m) := Mw_cyl(m) + Mw roof(m) Uplift moment. (ft'kips) 2•(Mw— cyl(m) + Mw— roof(m)) W_Col_uplift_max(rn) :_ Maximum uplift on one column (kips) stiff no.— •Stiff edge 2 W_Col_uplift_max(No_rings) = 2.44 �-\ P S 91 2/5/2002 3:04 PM 1 30-8 Rice(FCDL30-8NS3R) 2/5/2002 3:04 PM ' Seismic Forces UBC code '97 This section must have a value for "Ca" inserted for the seismic calculations to give an output. ' This value can be received from the code. The default soil type will be Sd (stiff soil profile). Na := 1 Na is the near source factor determined 'by seismic ' source type and distance from source From table 16-R. ' Type B is used and distance of >5 km is used 'Z=3 These values are for soil profile Sd only. To get other profiles consult table 16-Q. Ca(Z,Na) = 0.36 ap := 1 ap is the structure component amplification factor Rp := 3 Rp is Component response modification factor From table 16-P hx := 2 hx is the elevation with respect to grade (ft). Estimated at 2 ft. in lieu of final information. hr := h eave + hx hr is the elevation above grade of the roof (ft). Wp := Shipwt + WF•L_load Wp is the weight of the structure and reduced mass inside (lbs). Ip := 1 1p is the importance factor from table 16-K ' Seismic is controlled by the provisions of section 1632.2 vfinax := 4.0•Ca(Z,Na) •Ip vfmax = 1.44 Max. required force ' vfmin :_ .7•Ip•Ca(Z,Na) vfmin = 0.25 Min. required force vf322 ap•Ca(RZpNa) Ip `1 + 3• hx) vf322 = 0.14 Basic force equation (32-2) 1 1 '' 7 30-8 Rice(FCDL30-8NS3R) 2/5/2002 3:04 PM ' of := vfactor(vfmin, vf322, vfmax) of = 0.25 Fp := vf• WP Fp is the total design lateral seismic force ' 1000 . Fp = 206 K,1 ' Vseis := Fp Lateral seismic force for complete structure at the base. (kips) 2•Fp ' Vseis stiff :_ stiff no Vseis _ft := 2 Fp Vseis = 206.20 PS Vseis—ft = 4.4 ' circ P VI — Vseis stiff . Vseis—stiff = 20.62 t' Vseis stiff ASD :_ 1.4 ' Dead_rin __ (Shipwt — Roofwght) g _ _ g Vseis stiff ASD = 14.73 Norins _ ' Wtank(m) := WF•(m_tank(m)) + Dead_ring•rn Fp_tank(rn) := vf. Wtank(m) Fp_tank(No_rings) 189 k 19_ , Eq 32-2 ' 1000 Tank portion. m roof Fp-gcone := vf• — Fp_gcone = 16.78 ' 1000 FpRoofwght _roof vf• := Fp_roof = 0.44 KIPS ' 1000 Vsum := Fp_tank(No_rings) + Fp_gcone + Fp_roof Vsum = 206.2 Find the maximum seismic force from'the overturning reactions. Note: The bin surface area centeroid was used as the centeroid of the grain. + bin mass for simplicity. ' The actual centeroid is slightly lower due to grain only having a 28 degree angle of repose. Ms_seis(m) := Fp_tank(rn)•y_tank(rn) + Fp_gcone•y_gcone(rn) + Fp_roof•y_roof(m) ' Seismic overturning moment. (ft*kips) ' S_Col_seis_max(m) :_ Ms seis(m) stiff _no•R Maximum seismic vertical force on one column (kips) - ' S_Col—seis_max(No_rings) = 22.26 <<('" 30-8 Rice(FCDL30-8NS3R) 2/5/2002 3:04 PM The ASD design method is used for tank and component design. Per provision of 1612.3.1. Load combinations are: I S Col _seis_max(m)1 1 Comb_seis_axial_ASD(m) .—_ I I G_load(m) +Roofld + — I•tp I + D_stiff load L\ 1.4 / J Comb_wind_axial(m) :=L(G_load(m) + Roofld + W_Col_uplift_max(m))+ D_stiff load Comb_seis_axial_ASD(No_rings) = 22.25 k�Ps Comb wind_axial(No_rings) = 12.2 I PS P_stiff = 13.64 Grain + Dead + Roof axial load per stiffener (kips) (no seismic or wind). Comb_seis_axial LRFD(m) := L(G_load(m) + Roofld + S_Col_seis_max(m))• f J + D_stiff load Comb_seis_axial_LRFD(No rings) = 27 K �� In this case seismic controls. In theory the maximum shear is carried at two opposite anchor points. The maximum reaction is shown below (Vseis_stiff value). However, we normally reduce this due to two factors. The frictional interaction of the grain mass against the foundation slab will reduce the net effect of the seismic action. Also, and more importantly, flat bottomed corrugated steel silos are relatively flexible structures with stiffeners anchored every 56.25". Under design seismic conditions at least two bolts are expected to distribute the design maximum shear. �0 P� Vsei 2 stiff Vseis_stiff = 20.62 V_anchor :_ V anchor = 10.31 kips Note: Not divided by 1.4 ASD factor. (Note: above is unreduced for seismic stress increases, etc.) For foundation reactions show breakouts �i Z3 30-8 Rice(FCDL30-8NS3R) Sload(qq,xx,yy) = 27.02 kips Baseld :_ Sload(gq, xx, yy)112 Baseld = 5.8 kips / ft. SS Baseldc := Sloadc(No_rings)).12 Baseldc 4.7 kips / ft. SS For reference the various stiffener axial loads (at max. point) are: Cylinder Dead: D_stiff load= 0.39 kips Grain: G_stiff load= 12.48 kips Roof dead, uniform and peak load: Roofld = 0.77 kips Wind W Col_uplift_max(No_rings) = 2.44 kips Seismic S_Col_seis_max(No rings) = 22.26 kips 10 3:04 PM L4 i 30-8 Rice(FCDL30-8NS3R) M = Pstd(m) = Comb_seis_axial_ASD(m) = Comb—wind—axial(m) _ 1 1.41 1.97 1.52 ' 2 2.25 3.31 2.27 3 3.43 5.19 3.31 ' 4 4.9 7.61. 4.62 5 6.64 10.54 6.17 6 8.64 13.97 7.95 7 10.86 17.88 9.95 8 13.3 22.25 12.15 ' SPS klPs klpS ' 11 2/5/2002 3:04 PM 30-8 Rice(FCDL30-8NS3R) Dia = 30 No—rings = 8 f = 0.37 k = 0.5 Density "= 36 Z=3 Ring No. Stiffener Stiffener Hoop Tension Sidewall 20 Load (kips) Gage 494 18 (Ib/in.) Gage M = Sloadc(m) = Sgagem := Ht(m) = Sdgagem 1 1.97 18 131 20 2 3.31 18 198 20 3 5.1916 887 259 20 4 7.61 16 315 18 5 10.54 12 367 18 6 13.97 12 413 18 7 17.88 10 456 17 8 22.25 10 495 17 AISI Allowable Sidewall Tensile stregnth (Ib./in.): Sgaglstm := AISIsd_all m 20 494 18 625 17 741 16 814 15 887 PA AISI based allow. stiffener loads (inc. test factors) (kips): Stiff := AISIst all m - m 18 4.85 16 11 14 15.2 12 21.2 10 32.7 12 2/5/2002 3:04 PM ,?r 0 a) Top dlh,b 'floor (kv&KNV basement a ) ► 310 . !-j D R(m) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE O d) Attached garage (bop of slab) — ft.(m) Important: Read the instructions on pages 1 - 7. U e) Lowest delatlon of machinery and/or equipment swAd the building ft SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use:: BUILDING OWNER'S NAME 1 e ?-,Nor—U o Policy. Number. BUILDING STREET DRESS (Including ApL. Unit. Suite, andlor Bldg. No.) OR P.O. ROUTE ANO BOX NO. 1 Company:NA1C'Number �" 1LniCici r 0 a) Total area d ad permanent openings flood vents in C3h sq. in. cm CITY STATE CIA ZIP COOE PROPERTY DESCRIPTION (Lot and Block Numbers. Tax Parcel Number. Legal Description, etc.) AQN: Uyl—a30-013 BUILDING USE (e g- Rasidendat. Non-residential. Addition. Accessory. etc Use Comments section it necessary.) Net, 1kkjL- 'Oder C,* z> LATITIIDEILONMTUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: (_j GPS (Type): ( W - St - ImtjW or alaeAwmle) NAD 1927 j_j NAD 1983 j_j USGS Quad Map L_j Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 7COIMA/U� 11 COMMUNITY NUMBER . 82. COUNTY NAME B3. STATE _"NAME LMG cgv!1 641. IMP AND PANEL ki I 85. SUFFIX 86. FIRM INDEX 87. FIRM PANEL ea. FLOW 89. BASE FL000 ELEVATION(S) NUMBER DATE LEFFEPTW.JREVtSEO OATS ZONES) (Zone AO.use depth of tk*ding) 19°r$L„� S . 1 014,8 A s X 135.3) 310. Indicate 0 me souse of the Base Flood Elevation (BFE) data or base flood depth entered in B9. j_) FTS Prvffe "FIRM "Comm pity Determined P{,Other (Describe): 311. Indicate the elevation datum used for the BFE in B9:�NGVD 1929 LJ NAVD 1988 "Other (Describe): 312. Is the buil ft located in a C� Resources Banter Resoces System (CBRS) area or Otherwise Protected Area (OPA)? LJ Yes No Designation Date: 1v A SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) i. BuiQimg elevatlorts are based on: ction Drawings- -- -L_ "-Budding Under Construction' (_IFmnished Construction *,new Elevation Certificate will be required when construction of the bulding is complete. Z2 BtA&V Diagram Number I (Select the building diagram most similar to the budding for which this certificate is being completed - see pages 6 and T. ti no diagram accurately represents the building, provide a sketch or photograph.) :-'3. Elevabons -Zones Al -A30. AE. AH. A (with BFE). VE, V11430. V (with 8FE). AR. ARIA, ARAE. AR/AI A30. AR/AH. AR/AO Complete Items C3a4 blow according.to the building diagram specified in Item C2. State the datum used. tf the datum is different tr+om the datum used fiorthe BFE in Section B. convert the datum to that used for the BFE. Show Geld measurements and datum conversion ealakdwL Use the spew provided or the Comments area of Secdon 0 or Section G. as a opdate. to document the datum conversion. Datum U.5rnS CorwerslorVIComments _ 12) \cioc, '15 QM Elevadon teferal marls used V g&> Does" elevatlr- reference mark used appe 0 a) Top dlh,b 'floor (kv&KNV basement a ) ► 310 . !-j D R(m) O b) Top d neod higher floor — fL(m) '0 e O c) Bobm of lowest horbmntal structural member (V zones orgy) N _ R(m) ii O d) Attached garage (bop of slab) — ft.(m) g U e) Lowest delatlon of machinery and/or equipment swAd the building ft W g -(m) Q t) Lowesta4aamt grade (LAG) 1 3 to fL(m) D g) Ffghest ad)aoent grade (FAG) 13Lo Z Z R.(m) 0 h) No. dpemmanent openings (flood vents) within 1 fL above adjacent grade AQ_ r 0 a) Total area d ad permanent openings flood vents in C3h sq. in. cm SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION ` This certification Is to be signed and sealed by a land surveyor. engineer, or architect authorized by law to certify elevafi6n-information. I 09rW n,at are irdbnnation in Sectyons A e, and c on alis oer>rficare represents my best erforis ro interpret a>'edad vary r ux standdratanviarse statement maybe punishable by fine or imprisonment under 18 U.S. Code. Section 100 ,. CITY CoriSTATE C n DATE I ) 1 _ TELEPHONE ==uA c,r.., R1-11 ev✓w,- Qo k A - cs=c oc\.,ai)cF cine rno r.rAN-nNi iATmr)N REGI Ar>=c Al i IMPORTANT. In these spaces, copy the coresponding information from Section A - Apt.. Unit. Suite. and/or Bldg. No.) OR P.O. ROUTE AND For Insurance Company Use: Polk v Number CITY STATE ' ^ A ZIP CODE I Company MAIC Number SECTION O - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official. (2) insurance agent/company. and (3) building owner. COMMENTS ThQ 1�E >(I and t^ P_f-.e treed t�,e^cS-, Mark, attachments SECTION E. BWAING EI.ENATION INFORMATION (SURVEY NOT REQWRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AA and Zane A ("hat BFE). complete Items E1 through E3. if the Elevadon Certificate is intended for use as supperdM #>:brt mrm bra LOMA or LOUR -F, Section C must be completed. Et. Buildrtp ItfaW= Number I (Select the buidrng diagram most similar b the btaldrg for which this certificate is being completed — me pages 6 and 7. ff no diagram acaxately represents the building. provide a *Atch or photog: aph.) ' J E2 Tho lop d the oor boftorn b(rckj&V basement or enclosure) ofthe buidirtD b l %Dj R -(m) la.is xQcm) I.�l aove or l__) below (dtedc ane) the Nghest tom• E3. For Zom A0 ari)r. If no Good depth nunber is available, is"top of to bottom floor elevated In accordance with the c ommunitys ioodPlain atirmato ordinanoe? LI Yes Lj No L.I Ltftxw L The local official must certify this information in Section G SECTION F - PROPERTY OWNER (OR OWNER'S REPRESSENTATIM CERTIFICATION The p WNV owner or owners aulhodned representative who completes Sedions A. B. and E for Zone A (without a FEMA -issued or c0IftTu tissued WE) or Zone AO must sign here. PQOPWff OIIVta 3OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE 23P CODE SnMTURE DATE TELEPHONE COMMENTS — - - - I ( C4teck here if attachments SECTION G - COMMUN[TY L4FOR11"7ION (OPTIONAL.) Tho bat of M who b suthortwd by Inw or oltfirtartoe b adMirister the eonvwxWe floodplain msragerrm t ordhtartoe can complete S6c"+sA. B.C(or4 and G oftnb Bmdan CeNficate. Complete flue appicabie Ilem(s) and sign below. G1. U The I dx,,mft in Sedion C was tabes from other doc mentation that has been signed and embossed by a ka sed surveyor anpktser. ar ardtttec! who is authafted by state or local law to cod fy eWmdon ktx maton. (Indicate the scums and date of the denim data in the Comments area below.) G2- LI Au mnnlyotfitial completed Section E for a bolding located in Zone A (without a FEMA4ssued or comrntx y4ssued BFE) or ZorieAO. G3 LI The fola trg Irdorma*m (Items G4 -G9) is provided for community foodplain management purposes. GT. This petrttithas been issued for LI New Construction (_J Substantial Improvement G8.6evation of w4 t lowest floor (ndWirg basement) of the building is: _ ft(m) Oatum: G9. SFE or(in Zom AO) depth of flooding at the buatrng site is: R(ml Datum- ri1lE 1•-aar , LEGEND FQ= C&YR s W ll� ux" Pw uw" ME ! aur WE am pma "= G Ia1 O Do= (E) LEAW RWI SETBW L. F. S. NO APPUCANX N/A 9F W� a VICINITY MAP A ESS/p 1, WALE„3 1• .20W 9 m, l x' i )2+51) IV1t -op cAl: SACRAMENTO NORTHERN R.R. Sam+ HALF OF SM 31 WW IIAIF OF W GUAWM am 32 OUAME R NOTESEL 6 aiY111: FF.136.46 OM t FF•136.40 DRIER A: FF -136.47 DRIER 8: Ff-136.45 DRIER C: FF•136.44 DRIER 0: FF•136.42 DRIER E: FF•136.83 DRIER F: FF•136.51 DRIER C: FF -136.44 ' DRIER H: FF=136.59 (��1 c Q' __DRIVEWAY--�Y4J�C•)1 BUILDING (E) -� F=137.18 B c 2 tr 1 (E) \ (E) s�(E) (E-' ❑ <7111 BUILDING (E) FF=136.35 SITE PLAN Fm STARKEY RANCH. A CAUFORNIA CORPORA11ON PAL EM3 im CAUFUMA 05M APIC 041-130-013 81' FEENEY ENGINEERING ROBERT 1 F1EENEY R.C.E. 22972 EXP. 12/31/05 3880 CONNORS COURT CHICO. CA 95928 SK� E F G H SITE DETAIL 1^I PES ASSOCIATES, INC. Engineers • Surveyors • Construction • Land Planning 105 Enterprise Drive Office: (219) Warsaw, IN 46580 Fax: (219) April 4, 2002 'Mr. Philo Hunt Butte County Building Department Seven County Center Drive Oroville, CA 95965 Phone: 530-538-7541 Fax: 530-538-2140 Re: Kraemer & Company FCDL30-8NS3R Bin Foundation ` Dear Mr. Hunt: , Per your conversation with Mr. David E. McFarren of our office on 4/3/02 it is my understanding that the above referenced structure will be sited on expansive soil (adobe clay) and possibly some fill material. The foundation design sealed by me on 2/14/02 is suitable for expansive soils. Clean granular fill material may be used as long as the following conditions are�met-., The fill'is ins�talled'i lifts not exceeding,l2"�in thick s. • Re compacted to�95%'standard-proctor--toaprovlde a minimum soil bearing capacity -d 4,1000�PSF • The slteris;pcoperlyfgraded. n t If you have any questions please feel free to call me or Mr. McFarren at the number listed above. �ofEssr S' cerely. Carl A. Dan%eter; P.E., S.E. r_ CML xV President or- Cc: Ben Kraemer — Kraemer & Company 269-5988 269-2426 U3 A it zz / ODD zz °NO / mU / N— N N 70 I n l / a o x o• iii W �� [�f Y coo �. O I 4 005-17 O [^ t'" K v,a A cl 15-o eao n. . ] 0 r h 10 q, u+ -01 W z mr�1> 'DU'�QzO �j- rz,Z Zz3N J • m4 Ct Ctm°rD! 0! 6D �,nmD X ?0 A. Dzu'03Dz(lr , e O�rDzzcn�00 3D (/1R � 0O21>oyr-p00t-mmrO -1 rm n > 3 -V c -400N Eu, D p < DZDp�0�0-0 m1 D n m zD N o� o e� O Z cc�l17mllOUODA �Z lS O = $� c�z�'U,r aD'ON N mr�A X00 O --� Z -p �, NN�mZ ��Ut '' nn ^ -, — �IW 7- Vl -4 ZLo0 �'m REGI ul �o • U .° � r •� V' u i m c m m N 0 ti STF�FO a' Or r 0 ,1 ,} rn J> r 0 U 0 y D 3 < ,�4 3I D -0 az 1. 3DD 0 i Oz alcn' 0 rn W z_ U m _ U It • MAD W N \ m3 z PES ASSOCIATES, INC. I 105 Enterprise Drive Warsaw, IN 46580 Office: (574) 269-5988 Fax: (574) 269-2426 FCDL 30-8 FOUNDATION PROJECT #:02045 DATE: 2/14/02 I�RAEMER 8c COMPANY THISCRE "'° ASS°°' CREATED BY PES REVISION: --- rc s slelaTTEn FOR FOR us IN usT: N 3'7'78 COUNTY ROAD 99 W na DO APROEM m 7M �TMEEORESAIO. ""IN SHEET NUMBER: IN OF T I USE OR RMA71ONREPRODUC15 OF TEis wFOR►unoN Is - O R LAN D C A WITHSENT OF THE PRO WRITTEN WRITTEN CONSENT OF PES , ASSOCIATES OF WARSAW. INDIANA. GRAIN.SYSTEMS �KAIA �Y�lbl� HIN L�LLIIUIN MANUU, TTWr rMTnFPATTM.HATn nN i iRr TFMT�f 7nNF I STIFFENER LDIATIDNS