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031-040-028
031-04-0-028 98-1990 BPM BUTTE COUNTY JAIL 33 County Center Dr, Oroville (addition/juvenille court) Contr: Ginno Const 031-040-028 99-1155 BUTTE COUNTY SHERIFF - 31 County Center Drive, Oroville Contr: Valmont Micro Fleet Tower MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift IL FIRE WALLS(Occupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilings 0 COMMERCIAL 031-04-0-028 98-1990 BPM BUTTE COUNTY JAIL 33 County Center Dr, Oroville (addition/juvenille court) Contr: Ginno Const y- ay•�a4d. . - t V=OK O = Not OK - = Not Applicable COMMERCIAL ' = Not Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 46. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall- Doo rs-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 50. Glu -Lam cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 51. Steel Build ings-Purlin-Girders 7. Slab; Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer 12. Electric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except #'s 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Handicap-W/C-Backing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 -B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date Card B-1 Date Card 68. Elec. Trim & Subpanel; Breaker Sizes & Labels Date ELECTRICAL (Permit) OK except #'s 69. Stairs &Rails 22. Fixture & Transformer Clearance -Ins. Protection 70. Handicap-Door.Levers-Fin. Floor 23. Single Phase -Three Phase -Equip. Bond 71. Elec. Outlets at Wood Panel; Int. &Ext. 24. Size Boxes & No. of Conductors -Stapled 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Pib., Elec. & Mech. Equip. Listed for Location 27. Wiring -90° -Protected -Color Coded 74. Insulation -Foam -Looked in Attic 13 Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Guard Rails & Deck Construction -Post Caps 76. F Clearance Vents Crawl Hole Door -Drainage &Wood -Earth Looked under Floor 0 Yes L 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 77. Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 Date Card B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval _ 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. H.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) .�• y .,,,,.� — •.r.,-. .. •s4Li+�.+'Sf"W^r-,7. .gT7.(; 7 �,�. -,,,, ..,.. _ F ...-r-..,,.•—+. .. - COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12'/96) APPLICATION AND PERMIT � y! j. ko ., . ASSESSOR PARCEL NUMBER 031-040-028031-040-028�J ZONING BUILDING PERMIT FT OWNER ' BUTTE COUNTY JAIL TELEPHONE y SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1.316 A 3. 750012 CONTRACTOR'S NAME GINNO CONSTRUCTION TELEPHONE - 533-7637 °oNrRncToas MAILING ADDRESS COHASSET ROAD, CKCO3 95973 CONSTRUCTION LENDER LENDER'SMAILING ADDRESS ` Fireplace Total Valuation $ 75.012 ARCHITECT OR ENGINEER r LICENSE NO. Filing Fee $ 20.00. Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 1919 19TH ST., SAC G (916-558-1900) Plan Checking Fee $ BUILDING ADDRESS 33 6ViTP LINTY CENTER DRIVE, OROYILLl1 U1�11 Energy Plan Checking Fee $ _ $ PERMIT FEE S IAT NO. - SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other JUVENILLE COURT SPECIFY Each Trap 7-0063.00 Solar or heat um water heater 23.00 Water piping 15.001-5.0f) Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition 7( Remodel 11 Utilities ❑ Installation O Other 13Buildin Describe Work: Gas i in system 1 - 5 outlets 15.00 sewer 15.00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S FXV ELECTRICAL PERMIT I Fling Feel 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 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 A'i R Lic. No. �,�1� 2.f� T't 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 3.5QFr: ( &ACC. NEW CONST, .CCCS NON-RESID. ANC ° 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 Ex. Occup. OUTLET ORFDn'URES BAS p I so FIXEDSA LNS. OR - Ex. Occup. ourLErs RES, D. EA 5.00 Temporary Service 23,00 Mobile Home Facilities 2p.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. V1 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' co. peeJU,tjor�irisuF ggA$r.�t[,rnd policy number are: Carrier 1CLt 1 tstltlC 11 Policy Number WN 98751 74501 (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 fort ith comply�lth those provisions. �ti /may X �� Date l` / % Si nature of A lieantt O Owner ❑ Contractor O A enf 9 ppy, 9 An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 7 1/2 TON 1 Cooling Hood 6.50 Ventilation 3 4.50 PERMIT FEE S EXEMPT Mobile Home Installation Fee $ - - Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ EXEMPr HAZ. D. FEES IMP FLOOD ' cDF PARCEL- 'PD' HD ISSUE' V` This permit is hereby issued under the applicable provisions of thee,.Butte County" Code and/or Resolutio s;to do work indicated�'bre for which fees have been paid. By �" T Date _ PERMIT EXPIRES ON 4 ���� Date Receipt No. Z XZ // •'% � � WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i MASONRY WALLS N E S W 1st Lift , 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS Occupanc , Area, Pro erty Gypsum Board 1st Layer 2nd Layer Walls Ceiling e 1( NOTES R s t f i .COMMERCIAL 031-040-028 V 01-1038 BUTTE COUNTY JUVENILLE HALL 41 COUNTY CENTER DR. CONTR: FLINTCOIINC JUVENILLE HALL FACILIITY t. OFFICE COPY f 1 Address GAS Meter By Date ELECTRIC / Meter By Date LJ G J JOB FINALED (Date) Signature V=OK O=Not OK = Not Applicable Not Ready COMMERCIAL Date UNDERFLOOR (Plans) OK except It's 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Fig., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalis, Main; Steel -Blockouts-Wrapped 6. 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except M'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 a'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 a's 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. r'urnance-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 Caro 8-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45 Headers & Beam -Size & Bearing -Support Fix. 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 t1'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 11 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Draina e & 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) +'i..[`�`��'� - r ^a --3•w-• . �.: .. "�-. _ �. �,,f .r...-` � r-.,._ 'Tx !✓7►4�":j-'4'�r7eY`_`„Y'.�(��y_ ' ,COUNTY OF BUTTE , ,�. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) '891-2751 7�County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. ; A routine inspection indicates that the following violations of butte county Ordinances exist at the kTl above address and should be corrected. Please notice this office when correction of work is ;L, completed. If you have any questions pertaining to this matter, or need additional explanation, pi se contact this office immediately. l ° •d C Of<� I/�G�lA.r1r tii'' Alf'SS�i�� �Q l� .Date �� ' U Inspector REV 10/92 w COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT Al- I ASSESSOR ARCELNUMBER'A 1171131 ZONING BUILDING PERMIT OWNER -p�{V��r�t� 4Vut�y; �/��r�1J�y� HAM DUJIri TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S 1�491L1Nt _ESS CENTER D9, OROVILLE 95965 51 4.775 628.00 COMRAC/n�iNpA��1IE� o INC �w A� i`�A/ �W TELEPHONE 5 W CO TORS MAfUNG ADDRESS 4 cow r_� . Q.. CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuatlon' $ 4.775.b28.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 11.091.50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 7.209.45 BUILDING ADDRESS 41 MIM CENTER D$ OROVIt�LE Energy Plan Checking Fee $ 46.00 $ PERMIT FEE $ 18.366. LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 ' USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Other G...�C� � L sPEDIFr Each Trap( 7.00 1344 0 Solar or heat um water heaterL$1 Water piping 15.0011'.5,00 Each as water heater or vent 5 ' TYPE OF WORK New Addition ❑. Remodel ❑ Utilities ❑ Installation ❑ Other ❑ �1 Describe Work:_t,�rA V �/� f �' � ��""� ����f T j� Gas piping stem 1 - 5 outlets ' Buildingsewer 5r LOO Mobile Home S G W PERMIT FEE ELECTRICAL PERMIT Fling Feel 20.00 UE Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I heieby 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 ' full force and effect. License Class Lic: No. OWNER -BUILDER DECLARATICIN 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 +000A 46.00NEW CONST. DWELLING OCCUP. OR AD ( s AT. S. SO 3.5tt ONS NEW CONS MULTI.OUTLET NON•REsID. @7.50 3970)(1 WER T sINGLE OUTLET CI R. Ex. Occup. OUTLET OR FDMRES B20 @ I.W Ex. Occup....ED as Er,,D.oEn 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 worker ' com�?�nsation insurance carrier and policy umber are- .. Carrier t_S ltC. L' 01<1' hi?14 Policy Number OVK 1%141 & (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. f 1 X .( �' /.,^,,!��%Y' ;/.v�/ . ^ Date Signature of Ap�kanf - ❑ Owner ',Mt Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or constructionj�fb of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 1 • Cooling Hood 4 6.50 fit],• 00 Ventilation 11t.Y) PERMIT FEt $ • Mobile Home Installation Fee $ Energy Inspection Fee occ coNsr. TYPE TOTAL FEE $ MEM HA2. p, FEES IMP I FLOOD COF C71 C71 HD I I ISSUE IY/ This permit is hereby issued under of the Butte County Code and/or indicated 'abo a for wh�ich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do ,work been paid. Date / l 0Z- +�.. Date Receipt No. ; 7 7 F fn P wl" WHITE-D.D.S.-B.D..` CANARY -ASSESSOR ' PINK -INSPECTOR GOLDENROD -APPLICANT 13 14 ''COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916)' 538-75411 P RMI NO. (Rev. 12/96) APPLICATION AND PERMIT - i ��. f Y10 ASSESSOR PARCEL NUMBER 031-040-028 ' ZONING BUILDING PERMIT OWNER BUTTE COUNTY JAIL TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1316 A 3 75,012 CONTRACTOR'S NAME GINNO CONSTRUCTION TELEPHONE 533-7637 CONTRACTOR'S MAILING ADOR6ESS (� 369 COHASSET ROAD, CHICO, 95973 CONSTRUCTION LENDER LENDER'S MAIUN0 ADDRESS > Fireplace ' Total Valuation $ 75-019 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 1919 19T14 ST SAC 95814 (916-558-1900) Plan Checking Fee $ I BUILDING ADDRESS 33 COUNTY CENTER DRIVE, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome O Other JUVENILLE COURT SPECIFY Each Trap 7.00 63.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New O Addition = Remodel ❑ Utilities ❑ Installation O Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMITFling Fee 20.00 Main Service zoos OR msLE s 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is iq full force and effect.7z f License Class al; �j 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 Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLINGOCCUP. OR ADONS. ( 8 ACC. BLDS. SO 3.5¢FT, 'ElCOS9 NON-RESND. AULTI-OCUTCET @7,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL®':0 Ex. Occup. ouTELETS RESID.OEA 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' pensation, as provided for by section 3700 of the Labor Code, for the erformance 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' TWA nd81YlY �Aqr1V1V nd policy number are: Carrier t'ttl;1`1 A Vl"lY A 11J1V Policy Number WN 98757 7 501 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) O 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 worker 'compensation provisions of section 3700 of the Labor Code, I shall fort comp h those provisions. p� ___ Date Gi ` _ Sign ure of A I' ant - O Owner ❑ Contractor ❑ Agen An OSHA permit is required for excavations over 5'0" deep and demolition or construction�+� of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 7 2 TON 1 Cooling 1 Hood 6.50 Ventilation 3 4.50 PERMIT FEE $ EXEMPT Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ EXEMPT HAZ. D. FEE IMP fLOOD COF PARCEL pp HD MSU ' This permit is hereby issued under of the utte Coun Code and/or ind' ate fo vrhich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date / 7 afe Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT - 'BOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754y, PERMIT No. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO, FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS A CONTRACTOR'S NAME 1 TELEPHONE � on CONTRACTORS MA9JNG 0 3 o�'LCLJ✓ CONSTRUCTION LENDER V//A q, I LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGIN ERCENSE NO. KIS U 1'1464-� U ��eE Alin Fee $ 20.00 Permit Fee $ ARCHITECT OR GINEERS RW NNO ADORES w. �/ Iq "[ S Plan Checking Fee $ BUILDING ADDRES C6� e'1/L 5 Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other Each Trap 7.00 0. Solar or heat pump water heater 23.00 Water piping 15.00/5- 5.00 .Each Eachgas water heater or vent 15.00 TYPE OF WORK New ❑ Additionx Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work:' Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W I Q20.00 PERMIT FEE t _ 17 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 00 .A oR OR LESLEsS zooA s 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 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUR OR ADONIS,( e ACC. BLDs. s0 3.5QFT: NEW.RESID ' MULTI.OU c N eG 7.50 PSO APPARATUS a swGLE °vn, r C'I, Ex. Occup. OUTLET ORFMRES BALL0 .500 Ex. Occu °isAPP D,° 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' erformance of the work for which this permit Is issued. /1phaompensation, as provided for by section 3700 of the Labor Code, for the veand 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' compens4on insur nce carj,Ter and policy pumper are: Carrier FEE61(i ( �fyv Policy Number ULQf q (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 5'0° deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation -o PERMIT FEI= $ Mobile Home Installation Fee $ Energy Inspection Fee $ °C° CONST TYPE TOTAL FEE .$ HAZ. D. FEES I IMP I FLOOD I CDF PARCEL I PD I HD I ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON I (Date) provisions to do work paid. Receipt No. WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT U6/IU/y9 THU 16:20 FAX 503 363 6285 MICROFL.ECT-HR Q001 June 10, 1999 Valmont/Microflect • 3575 25th Street S.E. • P.O. Box 12985 Salem, Oregon 97309-0985 U.S.A. (503) 363.9267 • Toll -Free (800) 547.2151 • Fax (503) 3634613 E-mail: custinfo@microflect.com • Web: http://www.comtowers-poles.com Butte County Building Department Attention: Mr. Mike Viera Subject: Anchor Bolts for 100 ft. Self Supporting Tower for Butte County Sheriff's Office, Valmont/Microflect S.O.41851 Dear Mr. Viera: This letter is in response to your concern for the tack welds utilized on the anchor bolts for the above referenced tower. The anchor bolts in question are manufactured from ASTM A572 GR 50 Steel. The carbon content taken from the MTR for this material is .23. AWS D1.1-98, Table 3.2 requires a preheat 50 deg. F. This is ambient temperature. Vahnont/Microflect utilized this process of tack welding anchor bolts, for. maintaining location, for many years. Valmont/Microflect assumes full responsibility for the structural integrity of the anchor bolts used with this tower. If you. have any questions, please feel free to call me at (503)363-9267. Sincerely, _ ohn F. Grotvik Quality Assurance Manager y0 Post4P Fax Note 7671 Date (.A. 14 q1p"age. Yo Fro' CoJD PhoneftCJ Phone 11 3- 3— 2� Pax F-1 SO 3 _31� .b2 vatmont MICROFLECT n John F. Grotvik Ouolity 6 Safety Manager Valmont Communications Division 3575 251h Street SE Sohn, Oregon 97302-1123 USA 503.315.4550 Fax 503.363.4613 B00.547.2151 johng@valmonl.com cam. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 J PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT - ASSESSOR PARCEL NUMBER 031-040-028 ZONING BUILDING PERMIT V OWNER BUTTE COUNTY SHERIFF TELEPHONE SO. FT. OCC. BUILDING VALUATION 25,000.00 OWNERS MAILING ADDREss31 COUNTY CENTER DR., OROVILLE, CA CONTRACTOR'S NAME VALMONT MICRO FLEET T!MY639267 CONTRACTORS MAILING ADDRESS 3575 99TH ST, SE SALEM, OR- 97109 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $600 ARCHITECT OR ENGINEER ADRIAN MC JUNKIN 57075 Flin Fee $ 20.00 Permit Fee $ 527.09- ARCHITECT OR ENGINEERS 3� / fDjSlil ST, SE., SALEM, OR 97302 Plan Checking Fee $ BUILDING ADDRESS 31 COUNTY CENTER DR., OROVILLE Ener Plan Checking Energy g Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE TOWER SF ❑ Duplex ❑ Mobilehome ❑ Other 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 New Ox Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20'A 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. �2 "f O License Class C-$ � C -• 5l Lic. No. •f- 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. DW EwNG UP. OR ADDNS. ( a Acc. eLDS. SO 3.50 Fr; NON -RES DT MULTI OUTLET @7.50 POWER APPARATUS a SINGLE OUfIET CIR. GurLEr OR FixruREs 20 @ ,�00 Ex. Occup.BAL o .50 Ex. Occup. D�B�°rs FIES,6.1ELNS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $EXEMPT 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 inMance ance carrier and policy number are: Carrier ��Q?T_-rVAt_ Policy Number We- 2- 641-Oo419S -o27 (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 fc omply ' h those provisions X Date _ 1/2Rind' Signat e plicant - ff Owm ❑ Contractor ❑ Agent An OSH permit is required for excavations over 5'0" deep and demolition or construction tures over 3 s in height. of strucstorie MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ EXEMPT occ CONST. TYPE TOTAL FEE $ 889.55 HAZ. D. FEES IMP I FLOOD I CDP I PARCEL I PD HD ISSUE This permit is herebyissued under the applicable provisions of the utte Coun Code and/or Resolutions to do work ate a fo �Yhich fees have been paid. Z �4 B Da / EXPIRES ON Date Receipt No.JF�lPERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION f 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER No. (Rev. 12/96) APPLICATION AND PERMIT NSDWRPARMNUMOM O —4041-0 02- yomm BUILDINGPERMIT owNCR �s C . r '="a SO. FT. OCC. BUILDING VALUATION Fireplace Valuation S OwNp�, .wuNa ROOK. c,- d/�r a l l� 395 COWMCTOR'f WAN TlIDIgN! - 6 ooN}MC CA's &&OAJM ADC M -3-5r-7152S - SC. 012- o z oomTRUCnON ueook - L&MO s uAiwa AOOReae AnCN"CT Oil e,10111"Total d��%q�L CS7 NO. 5 Flina Fee S 20.00 HCl OR aQNEM1 w i!N toRe=s 3 57 S 25T S� — s %3 p Z euwNOA-5-2 j Permit Fee = S� 7, Cb Plan Checkin Fee S 32 SS Energy Plan CheckingFee i i PERMIT FEE rcTNo. sueomsoNswue P""cCL ""� PLUMBING PERMIT Filing Fee 20.00 \ USEOFSTRUCTURE SF O Duplex O Mobilehome O Other ePec.r Each Trap 7.00 Solar or heat p2mp water heater 23.00 Water piping 15.00 TYPE OF WORK New MAdditlon O Remodel C3 L)uvtles O instslatlon O Other O Describe Work: Each gas water heater or vent 15.00 Gas piping tem 1 � 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT [MlIng Feel 20.00 Main Service ao=ooR 23.00 Main Service 20" TO 100w 46.00 NEW COPAT. oR ADONS. ° & A°LLJC. � P' 9.St NoraRe9io. rruLTFourttT @7.50 rows► APPAMTUII a SNOLg OunXr pt Ex. Occup. OUT Er OR FWMD aD e ML SO EX. OCCU PM0 APPLM. OR ormers aro. a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 11.50 Ventilation PERMIT FEt: S Mobile Home Installation Fee S Energy Inspection Fee E �: We CONST. TYPE TOTAL FEE $ g�® NAZ 1 0.:ED WP I F=O I COF PAgC& PO ND 65UE 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. By Date PERMIT EXPIRES ON _ . . ReceiptNo._ WHITE•D.O.s.•g,p. SOR P�Nr.�NSPECTOR crn noNR00•APPLICANT LINHART PETERSEN POWERS ASSOCIATES ' 7447 Antelope Road, Suite 103 Citrus Heights, CA 95621 a r Mr. Michael Vieira, CBO County of Butte 7 County Center Dr Oroville, CA 95965-3397 SzS6%-3 :9? III it toll ItIfIftofill IItilIIiin,III lttui„IIIIIIii 21/1998 12:49 ' 9167258242 LP2A4,PAGE 01 ����SEN pOWES ASSOCIATES LINHART 7447 Antelope Road, Suite 103 Citrus Heights, C/\ 95621 '---_--- D/�l� -_—'�.,-��:.-��~^--'-- �-��. «~�. � " ���.��z�T...=------� .............--..—.~-^--.^---_---.—.'—'-'--~ � ............ FAX (916) 725-8242 (916) 725-4200 i� FAX NO. JOBNO. .................................... OPERATOR -~'-'—^`^__.'� ............................... TIME .............................. FAX FGOEX \ � UPS OP)G|NALTO ' F:<3LLOVV C3 MAIL F� OVERNIGHT \ � MESSENGER NO ORIGINAL TO F:OLLOVV Number of pages iricluding cover sheet., Message: ������ � i I!A ______________—'i----'—''--- --_'L--���r=�~."^�'",_~._'_ —.~ --�---_--~—..—~~—.__--_-----._..---.'--..�-----_.....................................—.—.-. ......... !Sbw .... .... .. ...... .... ... ..... n-1 ... .... ....................................... ..................................................... —'-.-''--'~'---_~-._~--'-��'~_.'---.^_-.---._..—~ .-~`----� ._'---''--'~—'~-' —.~^-._-'--~.--.--.---.------'�---.----~~ . '-----_.-_---.~--- -_' -^''r---~'-`---- '_____.___�___-.'—'--'--'~-'--~--' ---^.—'~-'~--''.-'^'~---~' sevxe-pt frcmuuc!mveundef FAX1. DOC 07/21/1998 12:49 9167258242 July.21, 1998 Mr. Michael Vieira, Chief Building Official County of Butte 7 County Center Dr. Oroville, CA 95965-3397 Phone (530) 538-7541 Fax (530) 538-2140 LP2A PAGE 02 FIRST CHECK - County of Butte LP2A 98015.002 Re: Plan Review: Butte County Jail Renovations Dear Mr. Vieira: Zcompleted a structural review of the following Linhart PeterSen.Powers Associates (LPA) has documents: 1, plass: One (j) copy Cover page through E5 of original approved plans dated July 26, 1963 by Thomas Dunlap, AIA. R n vation Plans: One (1) copy sheet G0.1 through SE3.2 dated June 1998 by 2. Lionakis Beaumont Design Group. tru ural C 1c lat g. : Two (2) copies dated June 15, 1998 by Li 3, Renovation Sonakis Beaumont Design Group. ro" cal: One (1) copy dated June 1998 by Lionakis Beaumont 4. RenovationPt Manu Design Group. r 995 edition of theW e have reviewed the above documents for structural conformance men the o he attached California Building Code (i.e., state amended 1994 U list, numbered according to the first plan review. nse 1 ed are the above reference documents. Please submit t us know f youresp two anY and Encos two (2) sets of revised documents with all revisions clou e questions. Thank you. Sincerely. IN RT PETERSEN POWERS ASSOCIATES e amirez, A7P. l.C.B.O. Plans Examiner Senior Plan Check Engineer KB/SR Enclosures. LIKHp RT pETERSEN POWERS ASSOCIATES 7447 Antelope Road, suite 103 - Citrus Heights, CA 95621 (916) 725-4200 • FAX (916) 725-8242 07/21/1998 12:49 9167258242 LP2A PAGE 03 FIRST CIIIECK - COUNTYOF Butte July 21, 1998 Lp'A, 98015.002 Page 2 lding A. For your convenience, the following end dnby theare neferred to the State of Califom9a)Cunle s' otherwise Code (i.e., 1994 UBC, et at, as a noted). g. Please respond in writing to each comment by marking aorcched a{cul�o showsmment tor the creating a response letter. Indicate which detail, Specification, clear responses will expedite the re -check and requested information. Your complete and hopefully, approval of this project Thank you for your assistance. C Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on allsheets ets 3 glans depicting structural designed elements and cover sheets of calculations. SPECIAL INSPECTIONS RpUIRED 1. Please obtain two (2) copies of the Butte County Special In andon and signed by Tallesting grform and include them with your final submittal, completely parties. Note that special inspection per UBC 1701 is required for the following: 1. Placement of concrete reinforcement. UBC 1701.5.4.2 2. Concrete placement and e&g ortartesting. samp189 8 testing. C 1701-5.1 3. • All concrete masonry, g out and reinforcement placement. U8C 1701.5.7 4• All welding with the exception of shop welding done in an approved fabricator's shop in accordance with UBC 1701.7. UBC 1701.5.5 item I. 5. Installation of epoxy anchors. UBC 1701 .5.15 2. Please remove headed stud installation and high strength bolting from the special inspection note on S1.1, since headed studs and high strength bolts are not used in this project. UBC 106.3.3 ST U T RAL _COV ME_NT S n 3. Revise detail 8/S3.1 to indicate the type of connection of the 4x4x1/4" angle to the (N) 6 CMU wall. UBC 106.3.3 and 4. The support for mechanical units exceeding 410o0pounds lcu calculations for the m chanitcal lunits lateral loads. Provide lateral support and a c 9 in accordance with UBC 1630.1. BOL / FOUN AT10N OMMENTS 5. To facilitate the structural review of this project please provideadsi9 w stamped B106.3.2., pf the geotechnical report for this project upon resubmittal g. Revise the design criteria on S1.1 to include the geotechnical report number and date. UBC 106.3.2 81804.1 07/21/1998 12:49 9167258242 LP2A PAGE 04 July 21,1998 FIRST CHECK - COUNTY OF Butte Appl. No. xxx L,p2A 98015.002 Page 3 7, Provide justification for the use of the 18 80000 psf soil bearing pressure, as indicated in foundation note #1 on SI A UBC Table If you have any questions regarding the above comments, please contact Suzanne Ramirez or Aian Klee at (916) 725-4200 between 8:00 A.M. to 5:00 P.M., M -F. n July 21, 1998 Mr. Michael Vieira, Chief Building Official County of Butte 7 County Center Dr. Oroville, CA 95965-3397 . Phone (530) 538-7541 Fax (530) 538-2140 FIRST CHECK - County of Butte LP2A 98015.002 Re:, Plan Review: Butte County Jail Renovations Dear Mr. Vieira: Linhart Petersen Powers Associates (LP2A) has completed a structural review of the following documents: 1. Plans: One (1) copy Cover page through E5 of original approved plans dated July 26, 1963 by Thomas Dunlap, AIA. 2. Renovation Plans: One (1) copy sheet G0.1 through SE3.2 dated June 1998 by Lionakis Beaumont Design Group. 3. Renovation Structural Calculations: Two (2) copies dated June 15, 1998 by Lionakis Beaumont Design Group. 4., Renovation Project Manual: One (1) copy dated June 1998 by Lionakis Beaumont Design Group. • T We have reviewed the above documents for structural conformance to the 1995 edition of the California Building Code (i.e., state amended 1994 UBC). Our comments are on the attached list, numbered according to the first plan review. Enclosed are the above reference documents. Please submit an itemized response letter and two (2) sets of revised documents with all revisions clouded. Let us know -if you have any questions. Thank you. Sincerely, IN RT PETERSEN POWERS ASSOCIATES a e amirez, P. . I.C.B.O. Plans Examiner Senior Plan Check Engineer KB/SR Enclosures. LINHART PETERSEN POWERS ASSOCIATES 7447 Antelope Road, Suite 103 - Citrus Heights, CA 95621 (916) 725-4200 - FAX (916) 725-8242 July 21, 1998 FIRST CHECK - COUNTY OF Butte Appl. No. xxx LAZA 98015.002 Page 2 A. For your convenience, the following comments are referred to the 1995 California Building Code (i.e., 1994 UBC, et al, as amended by the State of California) unless otherwise noted). B. Please respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and hopefully, approval of this project. Thank you for your assistance. C. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting structural designed elements and cover sheets of calculations. UBC 106.3.2 SPECIAL INSPECTIONS REQUIRED 1. Please obtain two (2) copies of the Butte County Special Inspection and Testing form and include them with your final submittal, completely filled -out and signed by all requested parties. Note that special inspection per UBC 1701 is required for the following: 1. Placement of concrete reinforcement. UBC 1701.5.4.2 2. Concrete placement and"strength testing. UBC 1701.5.1 3. All concrete masonry, grout, & mortar sampling & testing. and reinforcement placement. UBC 1701.5.7 4. All welding with the exception of shop welding done in an approved fabricator's shop in accordance with UBC 1701.7. UBC 1701.5.5 item 1. 5. Installation of epoxy anchors. UBC 1701.5.15 2. Please remove headed stud installation and high strength bolting from the special inspection note on S1.1, since headed studs and high strength.bolts are not used in this project. UBC 106.3.3 STRUCTURAL COMMENTS 3. Revise detail 8/53.1 to indicate the type of cormbction of the 4x4-^1/4" angle to the (N) 6" CMU wall. UBC 106.3.3 4. The support for mechanical units exceeding 400 pounds shall be checked for vertical and lateral loads. Provide lateral support and anchorage calculations for the mechanical units in accordance with UBC 1630.1. SOIL / FOUNDATION COMMENTS 5. To facilitate the structural review of this project please provide a signed & stamped copy of the geotechnical report for this project upon resubmittal in accordance with UBC 106.3.2. 6. Revise the design criteria on S1.1 to include the geotechnical report number and date. UBC 106.3.2 & 1804.1 July 21, 1998 FIRST CHECK - COUNTY OF Butte Appl. No. xxx LPZA 98015.002 Page 3 7. Provide justification for the use of the 8000 psf soil bearing pressure, as indicated in foundation note #1 on S1.1. UBC Table 18-1-A If you have any questions regarding the above comments, please contact Suzanne Ramirez or Alan Klee at (916) 725-4200 between 8:00 A.M. to 5:00 P.M.; M-F. `JL -27-98 MON 10:14 AM LIONQKIS BEAUMONT 00 DESIGN GROUP Inc TO: mike Pyeatt County of Butte General Services 25 County Center Drive Oroville, CA 95965 Phone: (530) 538.7084 Fax: (530) 538-7120 Q Jim Nylander Jail Commander Butte County Sheriff s.OepaRment 33 County Center Drive . OroWle, CA 95965 Phone: (530) 538-7447'- Pax: 38-7447'Fax: (530) SW2099 P. 01/03 TRANSMITTAL LBDG JOB NO..98004 FROM: Maynard Feist, AIA Q Frank Helmick Helmick & Lemer 1620 Executive Court Sacramento. CA 95864 Phone: (916) 485-7222 Fax: (916) 485-8098 0 Ken•Rubitsky Q .Sandybrulnik p John.Lionakis Ken Rubitsky & Associates On Line Electric Capital Engineering Consuitants, Inc. 1787 Tribute Road, Suite G 388 Seventeenth St, Suite 230 7300 Folsom Blvd., Suite 100 Sacramento, CA 95815 Oakland, CA 94812-3335 Sacramento, CA 95826 Phone: (916) 567-1777 Phone: (510) 268-8373 Phone: (916) 3864888 Fax: (916) 567-1460 Fax: (510) 8394791 Fax: (9 16) 386-2610 BUTTE COUNTY JAIL. RENOVATIONS DATE: WE TRANSMIT VIA: .0 ' US Mail ❑ Fax No.: 5 5� 2 ❑ UPS Total No. of Pages: 3 ❑ Other: Phone No.: FOR YOUR: p approval ❑ review and respond 0 action - no exception taken use O signature O 'action -.comments attached information ❑ return O resubmit as specified COPIES OF THE FOLLOWING/REMARKS: LIONAXIS BEAUNIONT DESIGN GROUP, INC. By: ' Maynard Feist AIA Copies To: FILE, aM11996190004.0ut�odm'v+}wrdten Xtdx ' ARCHITECTURE • ENGfNEERING • PLANNING • INTERIORS 1619 19TH STREET --SACRAMENTO. CA 95814. 91.6.556.1900 FAX SSS -19i9 W , ,TifL-27-98 MON 10:15 AM LIONAKIS BEAUMONT DESIGN GROJUP,NC P. 02/03 BRUCE A. STARKWEATHER, AIA TIMOTMY J. FRY, SE July -27,"1.998 98004 -RA Suzanne Ramirez Linhart Peterson Powers Associates '7447 Antelope. Road, Suite 103 Citrus Heights, CA • 95621. Re: Renovations to Butte County Jail -Plan Review. Dear Suzanne: Enclosed are responses to your plan check comments dated. July 21, 1998'f6r the Above referenced project. The order of responses follow the -same item lumbers of . . Your original comments. Also enclosed are supplemental structural calculations which inclisde additional calcs which address a specific •comment: As we discussed previously, the documents are currently out to bid and any comments which require revis"tons to the documents will need to be taken care of via an addendum. The orig:irial,documents are signed and stamped as seen on the bluelines. Plan Check Responses: 1.. The County .will retain the services of an on-site inspector and testing lab. LBDG wi.11 also perform construction administrative services. Michael Vieira of the Building Dept: will provide to the -Inspector a list of special inspection requirements. We will assist the County in providing the required items. 2. These have been noted. to be removed via the addendum. . 3.. There is. no connection to the CMU this is a slip connection in bearing_ 4. Refer to added 'calculation.on Sheet 7 in the attached structural calculations. 5. As our office indicated" to you previously,. there, is only interior renovations. The County, did not facilitate a. new soils report for this scope of work. • We ' utilized existing construction documents, field* observation of existing constriction and ; historic conditions. . 6. See item 5 above. 7. This is per plan notes on the"existing structural drawings sheet'S2. Construction of new non.bearin,9 walls similar to existing. ARCHITECTURE - ENGINEERING - PLANNING - INTERIORS , 1919 19TH STREET SACRAMENTO',' CA 95914 916-368-1900 FAX SSS 1919 A-27-98 MON 10:15 AM P 03/03 ..Suzanne Ramirez July 27 Page 2 Your diligence on the structural review of this project is very.much appreciated. I hope that our responses to your comments satisfy your concerns. If you have •any questions please don't hesitate to contact us. Sincerely,, -LIONAKIS BEAUMONT DESIGN GROUP, Inc. Maynard Feist Architect s.,.empau+aeaveaoonre.aoe August 10, 1998 Mr. Michael Vieira, Chief Building Official County of Butte 7 County Center Dr. Oroville, CA 95965-3397 Phone (530) 538-7541 Fax (530) 538-2140 SECOND CHECK - County of Butte LP2A 98015.002 Re: -Plan Review: Butte County Jail Renovations Dear Mr. Vieira: ' Linhart Petersen Powers Associates (LP2A) has completed a structural, review of the following - documents: 1. Plans: One (1) copy Cover page through E5 of original approved plans dated July 26, 1963 by Thomas Dunlap, AIA. 2. Renovation Plans: One (1) copy sheet G0.1 through SE3.2 dated June 1998 by Lionakis Beaumont Design Group. 3. Renovation Structural Calculations: Two (2) copies dated June 15, 1,998 by Lionakis Beaumont Design Group. 4. Renovation Project Manual: One (1) copy dated June 1998 by Lionakis Beaumont Design Group. We have reviewed the above documents for structural conformance to the 1995 edition of the California Building Code (i.e., state amended 1994 UBC). Our comments are on the attached list, numbered according to the first plan review. Enclosed are the above reference documents. Please submit an itemized response letter and two (2) sets of revised documents with all revisions clouded. Let us know if -you have any questions: Thank you. Sincerely, LIN ART PETERSEN POWERS ASSOCIATES S nne Ramirez, P.E. , I.C.B.O. Plans Examiner Senior Plan Check Engineer KB/SR Enclosures. LINHART PETERSEN POWERS ASSOCIATES ' 7447 Antelope Road, Suite.103 • Citrus Heights, CA 95621 (916) 725-4200 • FAX (916) 725-8242 QS Augsut 10, 1998 SECOND CHECK - COUNTY OF Butte x _ Appl. No. xxx LP'A 98015.002 Page'2 For your convenience, the following comments are referred to the 1995 California Building Code _(i.e., 1994 UBC, et al; as amended by the State of California) unless. otherwise noted). . B. Please. respond in writing: t6, each comment by marking the attached comment list or creating a response letter: Indicate which detail, specification, or calculation shows the requested information. Your complete. and clear responses will expedite the re -check and hopefully, approval of this project. ,Thank>you for your assistance. C. Please. be sure to include on the resubmittal the engineer's "wet' stamp, signature, registration number and expiration date on all sheets of, plans'depicting structural designed elements and cover sheets of calculations. UBC 106.3.2 SOIL / FOUNDATION COMMENTS ; 5. To facilitate the structural review of this ,project please provide a signed & stamped copy of the geotechnica1,report for this project upon resubmittal in accordance with UBC 106.3.2. 6. Revise the design criteria on S1.1 'to include the geotechnical report number and date. UBC 106.3.2 & 1804.1 7. Provide -justification for the use of the- 8000 psf soil bearing pressure, as indicated in foundation note #1 on PS1.1. UBC Table 1871-A Per -my conversation with Maynard Feist of Lionakis Beaumont Design Group last Thursday (August 6, 1,998), LBDG will provide amended calculations for the low height' partition wall to reduce the actual soil -bearing pressure to around 2000 psf from 4260 psf. The justification for using the design value of 8000 psf ( from the original 1963 construction plans) has been determined .inadequate tojustify such a high value. Due to this,fact, the foundation design will be amended to bring the actual bearing pressures within current reasonable limits (without the benefit of a soils report.) If you have any questions regarding the above comments, please contact Suzanne Ramirez or Alan Klee at (916) 725-4200 between 8:00 A.M. to' 5:00 P.M., M -F. t \ 08/10/1998 13:10 August 10, 1998 9167258242 LP2A PAGE 01 Mr.'Michael Vieira, Chief Building Official County of Butte 7 County Center Dr. Oroville, CA 95965-3397 Phone (530) 538-7541 Fax (530) 538-2140 SECOND CHECK • County of Butte LP2A 98015.002 - Re: Plan Review: Butte County Jail Renovations Dear Mr. Vieira: Linhart Petersen Powers Associates (LP2A) has completed a structural review of the following documents: 1. Plans: One (1) copy Cover page through E5 of original approved plans dated July 26, 1963 by Thomas Dunlap, AIA. 2. Renovation Plans: One (1) copy sheet G0.1 through SE3.2 dated June 1998 by Lionakis Beaumont Design. Group. 3. Renovation Structural Calculations: Two (2) copies dated June 15, 1998 by Lionakis Beaumont Design Group. 4. Renovation Project Manual: One (1) copy dated June 1998 by Lionakis Beaumont Design Group. We have reviewed the above documents for structural conformance to the 1995 edition of the California Building Code (i.e., state amended 1994 UBC). Our comments are on the attached list, numbered according to the first plan review. Enclosed are the above reference documents. Please submit an itemized response letter and two (2) sets of revised documents with all revisions clouded. Let us know if you have any questions. Thank you. Sincerely, LINJiART PETERSEN POWERS ASSOdIATES S nne Ramirez, P.E. I.C.B.O. Plans Examiner Senior Plan Check Engineer KB/SR Enclosures.. LU4HART PETERSEN POWERS ASSOCIATES 7447 Antelope Road, Suite 103 • Citrus Heights, CA 95621 (916) 725-4200 • FAX (916) 725-8242 08/10/1998 13:10 9167258242 LP2A PAGE 02 Augsut 10, 1998 SECOND CHECK - COUNTY OF Butte Appl. No. xxx LP2A 98015.002 Page 2 A. For your convenience, the following comments are referred to the 1995 California .Building Code (i.e., 1994 UBC, et al, as amended by the State of California) unless otherwise noted). B. Please respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and hopefully, approval of this project. Thank you for your assistance. C. Please be sure to include on the resubmittal the engineer's "wet' stamp, signature, registration number and expiration date on all sheets of plans depicting structural designed elements and cover sheets of calculations. UBC 106.3.2, SOIL / FOUNDATION CQMMENTS 5. - To facilitate the structural review of this project please provide a signed 8 stamped copy of the geotechnical report for this project upon resubmittal in accordance with UBC 106.3.2. 6. Revise the design criteria on 51.1 to include the geotechnical report number and date. UBC 106.3.2 81804.1 7. Provide Justification for the use of the 8000 psf soil bearing pressure, as indicated in foundation note #1 ori S1.1. UBC Table 18-1-A Per my conversation with Maynard Feist of Lionakis Beaumont Design Group last Thursday (August 6, 1998), LBDG will provide amended calculations for the low height partition wall to reduce the actual soil bearing pressure to around 2000 psf from 4260 psf. The justification for using the design value of 8000 psf ( from the original 1963 construction plans) has been determined inadequate to justify such a high value. Due to. this fact, the foundation design will be amended to bring the actual bearing pressures within current reasonable limits (without the benefit of a soils report.) . If you have any questions regarding the above comments, please contact Suzanne Ramirez or Alan Klee at (916) 725-4200 between 8:00 A.M. to 5:00 P.M., M -F. RECEIVE AUG 13 1998 BUTTE COUNTY BUILDING DIVISION LIONAKIS BEAUMONT DESIGN GROUP INC I cRj,vEj) JUL e 71998 LIN HA8T pE7 Ai°tEN 10 ASSOCIATES OWERS JUNE 15, 1998 JOB NO. 98004 RENOVATIONS TO BUTTE CO. JAIL Structural Calculations ARCHITECTURE • ENGINEERING • PLANNING • �c^ed�-'�Ku`1�� ~• INTERIOS,�"�'ID 191919TH STREET . SACRAMENTO, CA 95814 916.558.1900 FAX 558.19 _ LiO-NAKIS' BEAUMONT ENGINEERING CALCULATIONS - _ ----:_DESIGN GROUP iNc - PROJECT PROJECT # �) � __LOCATION DATE DESIGN ENGINEER :! W SHEET OF cj Z> z = IL7 `(p- - _ n _ - ARC_H-ITECT_URE • ENGINEERING • PLANNING • INTERIORS 199 19TH STREET SACRAMENTO, CA 95811 916.558.1900 FAX 558.1919 LIONAKIS BEAUMONT ENGINEERING CALCULATIONS DESIGN GROUP INC PROJECT - W f��• �, PROJECT # q LOCATION DATE _ 4/ 3 � _ ! _ DESIGN ENGINEER �IAi SHEET OF G� ��S -fid G��G► A -�' ISA7 • � b, � i � + �, cod S = �,`�j � �..� � C4SS 3�t� _ . � Z' � "�1it��'' �� � w Z �" M I{`�,• E�-� PCO . _ ARCHITECTURE • ENGINEERING • PLANNING • INTERIORS _ 1919 19TH STREET SACRAMENTO. CA 95814 916.558.1900 FAX 558.1919 7-T7 1 1 L Z-7 qr 7 . ..... ... . a c m III jq� TH STREET SACRAMENTO. 6A. MG I -4P TCOW-F I'VI W I E91, A T Zl� 3z -IAIU".L -'EA-U-M-ON-----.. �4-ESIG 7-71 -----.PROJECT#- "'DON j j 1 L11CLA D E NINGINEER —SHEET 7-T7 1 1 L Z-7 qr 7 . ..... ... . a c m III jq� TH STREET SACRAMENTO. 6A. MG I -4P TCOW-F I'VI W I E91, A T Zl� 3z 7-T7 1 1 L Z-7 qr 7 . ..... ... . a c m III jq� TH STREET SACRAMENTO. 6A. MG I -4P TCOW-F I'VI W I E91, 15.1 _ A-U:Q11.O_N7 ._ F80JECT #_ - - - ---- - - - - ! _DME. I` I i ES.1 N ENGINEER i _-SHEET' -0 FT ---- 41 -- 1I r�oL.S—._- _-- - -'---- - ----- - I-- - _S71 f ,- �j 1 1� 1 i 1 ✓ , � , •$$7lri --�--- -- - _� I iIIIi! illi!! I i l i l i i l l l l l i l i l i l i � I� i i I� I I '• �! ! -"- I I ! l i I I I I i l i i{ •. i ! I i+ i i ii � l i i j, i I I 7 - ,jilt il{( i i I( i I I I i, 1 lit AN T -EC T RI �Aj EVOIN- f E R11 i I ' 191 41 TN, f'T fk[ T II—AW IACT WT. _C A ----- 1 Q 0 ►-L A M N 1 N G A1 -N TI R 1-O R -S -- -- - -i- - -- !6{1� !lt•66t.1t100 iAX 66�•1>!ls -_-- �-----'----- 1 i _ _ _ - ENGINEERING CALCULATIONS __DESIGN GROUP -,Nc __.-PROJECT 1:A CA �b�l�,_ PROJECT# - ---LQCATJD.N_- - - --- - .- DATE - _.D.ESIGN ENGINEEfi �L� -.-_-- - - _ - SHEET- - OF , _ 2L f -----� S- 5�2�-----� `---- _,- - -i: - - i -- 1 1 i 1 ""'-- _- ARCHITEC . UKE ENGINEERING i PLANNING • INTERIORS 1919 19TH STREET-SACRAMENYO, CA 9581 916.558.1900 FAX 558.1919 - LIONAKis BEAUMONT DESIGN GROUP INC ENGINEERING CALCULATIONS PROJECT PROJECT # Cl ft�� LOCATION//DATE DESIGN ENGINEER tA SHEET - OF L -� ��1'LZ� Z>���t �,7 5 C ARCHITECTURE * ENGINEERING e PLANNING o INTERIORS 1919 19TH STREET - SACRAMENTO, CA 95814 916.558-1900 FAX 568-1919 —7 yrs LIONAKIS. BEAUMONT DESIGN GROUP ,Nc PROJECT 15�Y� LOCATION DESIGN ENGINEER J W 17/ 'rW 1% gl W o'-kvs) = t Ao r -r- PV ENGINEERING CALCULATIONS PROJECT # t " DATE f fq g SHEET OF 1 m co lc,5 77 13I-Lp` i i - ARCHITECTURE • ENGINEERING • PLANNING • INTERIORS 1919 19TH STREET • SACRAMENTO, CA 95814 916.558.1900 FAX 558.1919 AUG -10-98 MON 04:20 PM P. 02/02 ENGINEERING :CALCULATIONS PROJECT Y a� DATE ��;� LIONAKIS BEAUMONT DESIGN GROUP INC JUNE 15,1998 JOB NO. 98004 RENOVATIONS TO BUTTE CO. JAIL RAM! AUG 2 6 1998 Structural Calculations j. -P1 v RULMO DZE5 MUM W..' APP 0 M ARCHITECTURE • ENGINEERING • PLANNING • INTERIORS 1919 19TH STREET . SACRAMENTO, CA 95814 916.558-1900 FAX 558-1919 _ LIONAKIS' BEAUMONT ENGINEERING CALCULATIONS �T- : DESIGN GROUP iNc PROJECT u� ��1 L. PROJECT # DATE DESIGN ENGINEER ..1 SHEET I OF :-�S,ZsC419zI/ Z =2 2s{ G�� �j��+35!� B+ Kfi� DIG CP le. _ / 1 — ARCNITE'CTURE • ENGINEERING • PLANNING • INTERIORS 1919 19TH STREET SACRAMENTO. CA 95814 916.558.1900 FAX -558.1919 LIONAKIS BEAUMONT ENGINEERING CALCULATIONS DESIGN GROUP INC PROJECT �fG I, PROJECT # q LOCATION DATE _4/2? -) g �. DESIGN ENGINEER SHEET Z. OF C.� ��S 'fid Gvt-�G► _- .}- e 7 ri 25�, Cod CD -z- ARCHITECTURE ARCHITECTURE • ENGINEERING • PLANNING • INTERIORS_ 1919 19TH -STREET SACRAMENTO, CA 95814 916.558.1900 FAX 558.1919 DliilG:k-'(;Ro'UP'-lwc- PRO IECT.-, P51.j PROJECT ON DFSIdNI ENGINEER.' 'A _j SHEET L • N7. t W_ 7.� S s7l op 4 7- 17 1 f (ITE P-1 N -0 1 NVE R I N -0—o _'P L -k N N-1 N T E R 10 It S .9 T Offiff 1 -4j7j FAX 5 5-S-.j'q-j-q' ONES!■ BE �!P �1 • ; E: 1 WINEVEN A• -NT one ME Iiq-.. M ME slow. MEN m MM ECT -t - MIMPFU 0 MENOMONEE rm■B■■■BB■B om�= MR -Amp I if V- IN cp' ILI— -7 --Lj MIMPFU 0 MENOMONEE rm■B■■■BB■B om�= MR -Amp I MMEMEMEMOR ENE E NNNNjN MSMMMM[MM BE N�M MENOMONIE MOME MUME MEMEMMORK&L-L IS IN IMMIN -tallial ■Ina, Ayrr L MONSOON== NOUN EMMUSEEMEMS ANNE ONES! MENNIMEMEW MMEMEMMEMEM MMEMEMEMOR ENE E NNNNjN MSMMMM[MM BE N�M MENOMONIE MOME MUME MEMEMMORK&L-L IS IN IMMIN -tallial ■Ina, Ayrr L MONSOON== NOUN EMMUSEEMEMS ANNE E ION-blioUP!,ind- 7- PROD :CT. 4:5 171 CIL-> --PROJECT nc),N ATE ................ ' DESK NI-ENGINEES —SHEET /7 -4 - Pup �7 ------ T-1 • -NO— _NT_Eil_; i I A UWE iF E'N 0 1 WE E'M_l N 0 N I OFR 1949 14TH'STA KT; �.-L011TA-RT$_BEAU.MONT - ENGINEERING CALCULATIONS - -----DESIGN-GROUP-iNc- _ _-.PROJECT- `�T1 Fi- - C.D ' 15.1 L_ PROJECT # ! LOCATION- DATE2!`1 S I_'____DES-IGN-ENGINEER �1� SHEET CD OF � � 2 0��` :.-- -- --=--------- --- .._ • _ �___ ::�- - _ _:._ _-_ . - - - - - � .ter IL .t. k OF, _x,-1= - - - '�_ -- _ • ' �� � � 4-e- �"�•---Vis.-.���.-- ---.._ ._:._ •_.�..�;_:_:.._.-�. 31, 4I I I AECHIVECTURE ENGINEERING a PLAN-NING-.ii- INTERIORS - - i 668 1919 /9TH STREET SACRAMENTO. CA 96811916? 00 FAX18558.19_19 --- LIONAKIS BEAUMONT DESIGN GROUP INC ENGINEERING CALCULATIONS PROJECT �` i- �h�l L PROJECT # LOCATION DATE ! c J i r h -s DESIGN ENGINEER d1,A SHEET- OF Lk 1`1�U� UtiIIT \ (�i� U U t� l,•l �'� '� Soot L� � SI � C�c.� '� +� r'tyutN I , PV'r v til tT '64- SPb.N ' L� L.��tZ-tel.- �.v�t>S ' � _ �` - - - --�_ _---�_...-.--'•-_`�.. - �� �r 3.52♦,.,= 61V ----------------- _-._. . ARCHITECTURE •. ENGINEERING • PLANNING • INTERIORS 1919 19TH STREET . SACRAMENTO. CA 95814 916.558.1900 FAX 558.1919 UONAKIS BEAUMONT -ENGINEERING CALCULATIONS DESIGN GROUP INC PROJECT L PROJECT It R ECCA- LOCATION DATE�7 q� _ DESIGN ENGINEER SHEET _� OF USti '1, 1 , e rV t 40 r d , ele...- ken_ - ------- .. _---,-_- _. -- -.._ _ - - ARCHITECTURE • ENGINEERING • PLANNING • INTERIORS ? y 1919 19TH STREET , SACRAMENTO, CA 95814 916.558.1800 FAX 558.1919 Base unit dimensions 4tsMjuuu-ui 4 STANDARD OURABLADE PARABLADE CORNER CORNER CORNER CORNER UNIT UNI ECONOMIZER ECONOMIZER WEIGHT WEIGHT WEIGHT WEIGHT 48HJ WEIGHT WEIGHT WEIGHT (A) (B) (C) (D) Carrier ..H. I .,j.. I 'K" I ..L,. tion I tt1n. I mm I tt-in. I mm I twin. 1 mm 25313.0/6 1 924 12.107/.4 Mb 4'-9 3/4' [1467] LEFT SIDE t'—tt t 05913 COWER 'D' / EVAPORATOR]'— t (1401 I COIL I - - - - - - - - - - I I RETURN AIR OPENING I 1 "-0 S/8' !?LOQCFF I L I VERTICAL I Eno] PANE - RETURN AIR i I E - - - - -- - -t-OI 0'-' '-2 13/16' ALT. COfOEmSATE 1 2 9/16 -2 C71.51 GRAIN PENING 1 SUPPLY VIEW S -S I AIR 2'-4 3/4' + In 23 VERY �; 07301 RIGHT SIDE 1 SEE NOTE ■e I I I SUPPLY AIR 1 -1/B 0'-1 15/16' 0'-4 11/16' 1- - - - 306.73 [48.5] r 11203 I I DTTOM POWER CE -EC. O�.Y) 'J 1731.81 2 73 78• RF ONT 3' -0 1/4 . [1073] jr —3'-4 1/4- (10223 7'-3 3/8' C2219] 0'-S 7/16' 1'-2' 01383 0359 0'-3 1/8' 079] CORNER 'C' -9 3/16 - (2067 0'-0 3/8' CID] NOTES: CONTROL BOX/ 'L' 1. Dimensions in ( ] are in millimeters. COMPRESSOR/ 2. Center of gravity. .M. 3. CTlif. Direction of airflow. PANEL 1/2' [187] 4. On vertical discharge units. ductwork to be attached 'd accessory roof curb only. For field 0'-3 13/16• am horizontal discharge unit, -supplied flanges should be artacned to horizontal dis- charge openings, and all ductwork should be attached to the flanges. FACTORY SUPPLIED S. Minimum clearance (local codes or jurisdiction may prevail): B FLUE HOOD a. Between unit, flue side and domoustible surfaces, 48 inches. 08 in, when using ac- —RE cessory flue discharge deflector.) b. Bottom of unit to combustible surfaces iwhen not using curb).: inch. A Bottom of base rail to combustible surfaces wnen not using curb) 0 inches. CONDENSER COIL G w Condenser coil, for proper arrflow. 36 in. one side. 12 in. the other. The side getting .J. the greater clearance is optional. 2'-0 3/B' d. Overread. 60 in. to assure proper condenser fan operation. [619] e. Between units. control box side. 42 in. per NEC ]National Electncal Code). tCRa C I. Between unit and ungrounded surfaces, control box side. 36 in. per NEC. v �tY 0 g. Between unit and block or Concrete walls and other grounded surfaces. control box side. 42 in. per NEC. OUTSIDE AIR h. Horizontal supply and return end. 0 inches. O S. With the exception of the clearance for the condenser cod and comoustion side as stated 0'-4 9/16' 0'-5 3/4• in notes Sa. b and G a removable fence or barricade requires no clearance. 7. Units may be installed On combustible floors made from wood Or Class A. 3, or C roof El 163 4'-S 7/8' [1463 covering material if set on base rail. 0'-2 9/16' (1369] \ 8. The vertical center of gravity is l'-7' (483] for 008 up from he bottom of the base rail. [las] TYP QECTR I CAL LEFT SIDE DISCONNECT LOCATION ICONNECTION SIZES -7 1/16' I [1797 A I:Le" Dia f351 Fieid Power Supply Hae 8 21ri D,a ;641 ?ower Suoory Knocxout —2 -TI t/2' i50'-39/16' C 'w.- Dia '44,Chargtng-?crt�oe REAR 5F `Ninng 1902] (90] 0 s' Dia :221 = eld Control Hae FILTER/ECCNONIZER ACCESS PANEL OUTSIDE AIR ( I E :"•:4 NPS Concensate Drain CORNER '9 ':2'.; CONDENSER COIL r 4 NPT Gas Connection-BHJDOOB 3 OC9 -cnnecnon 3'-6 IS/16' F v: -14 NPT Gas i� 18HJE.:+JFC08.009.012.48HJ0012 3 014 (10911 ECOPIONIZER 11000 1.-S 7/8' G54] G 2' Dia 'Stj ?ower Supoy Knockout CORNER 'A- 0'-3 1/8' ter= _ rr= __ _ .K. [793 FILTER ACOS PANEL 0-5 1/2' 00191 5A8[E FILTERS) 1 Mb 4'-9 3/4' [1467] LEFT SIDE t'—tt t 05913 COWER 'D' / EVAPORATOR]'— t (1401 I COIL I - - - - - - - - - - I I RETURN AIR OPENING I 1 "-0 S/8' !?LOQCFF I L I VERTICAL I Eno] PANE - RETURN AIR i I E - - - - -- - -t-OI 0'-' '-2 13/16' ALT. COfOEmSATE 1 2 9/16 -2 C71.51 GRAIN PENING 1 SUPPLY VIEW S -S I AIR 2'-4 3/4' + In 23 VERY �; 07301 RIGHT SIDE 1 SEE NOTE ■e I I I SUPPLY AIR 1 -1/B 0'-1 15/16' 0'-4 11/16' 1- - - - 306.73 [48.5] r 11203 I I DTTOM POWER CE -EC. O�.Y) 'J 1731.81 2 73 78• RF ONT 3' -0 1/4 . [1073] jr —3'-4 1/4- (10223 7'-3 3/8' C2219] 0'-S 7/16' 1'-2' 01383 0359 0'-3 1/8' 079] CORNER 'C' -9 3/16 - (2067 0'-0 3/8' CID] S C914.4] FORK ;RUCK SLOTS 0'-8 7/16' 0'-2 1/4' C57] C2141 CTYP 8 PLACE.53 FRONT aor-CM POWER CHART, THESE HOC,ES REDO FOR USE WITH ACCESSORY PACKAGES - CRIlTPHtop1AO0 (1/2'3/4 oR .'1 TIAEAOED WIRE CONTROL BOX/ 'L' INDOOR FAN MOTOR It COMPRESSOR/ BLOWER ACCESS PANEL SUR)*A ACCESS PANEL 1/2' 0'-3 S/16' 7/8'[22.21 (911 F POWER■ 00 O p s2e, S C914.4] FORK ;RUCK SLOTS 0'-8 7/16' 0'-2 1/4' C57] C2141 CTYP 8 PLACE.53 FRONT aor-CM POWER CHART, THESE HOC,ES REDO FOR USE WITH ACCESSORY PACKAGES - CRIlTPHtop1AO0 (1/2'3/4 oR .'1 TIAEAOED WIRE REO'O HOLE CONDUIT USE SIZES SIZE OWN.) 1/2' 24V 7/8'[22.21 3/4' POWER■ 1 1/@'(2@.41 1 .— —RE 1 3/4'[44.4) ■ - xltci -t nkeH ar• un i FOR POWER, OEYENO I NG ON WIRE SIZE. 0'-7 S/16• 11853 I O"-4 _ (1011 2'-4 5/16'�" !- 1"-0 5/8' [7191 13201 Il FILTER ACCESS PANEL q iCDISPC5ABLE FILTERS] q RETURN .K. ACCESSORY q OPEN It M000 FILTER 4 MOR;_ 11 I -- - - - -- II ZONTAL 11 11 / X14 ' OUTSIDE AIR SUPPL11 OPENINGR h i; 2'-2 7/16' MWIZONTALI� I, I• -67tH r IO' -------- = _ -7 1/16' I [1797 3'-1' 0"-7' '_0"-5 11/16 C3401[1781 .1144] t RIGHT SIDE SUPPLY AIR RETURN AIR E STD. CONDF-45ATE DRAIN 17 ROOF CURBS CONNECTION SIZES UNIT SRE "B" "C" "D" ALTCONNECTOR DRAIN "E" POWER CONTROL ACCESSORY HOLE GAS PACKAGE VA* NPT 3': NPT 'k• NPT CRBTMPWR001A00 (Thru-the-Bottom) U08-014 2'-87/,e' (827) 1'-t0+i e' (5831 1Y.- (45J CRBTMPWRO02AOO 2y.I NPT 1+/: NPT 'A"NPT Np m .., k—Gnre I C�_____________I I , 1 , ' � 1 moi) t 0' 1 �n 1� 1 i 1 °[ij l• (SUPPLIED WITH CURB) 'ter 3PEWIINCRETURN-AI ; 3•-3 S/9• DUCT! (10061 I 6IEL.D SUPPLIED) SU I y PPLY-41R 1.-3 1/4. 1 I OPENING •C• 1 I 1 (3572 1 3•-0 7/16• I (111 �Lj'-6 'S/16_,,,j t 1•-2 7/9' 0'-0 7/16• :BOLT HEADS) I 112 (7860 -3, f E3783 (9OLT .•EROS) E767 ( 0'-0 116• 4'-0 13/t (1 6• 11j 7/t6• j ,EAM (1240] (BOLT W-AD57 A� #A ; / / I 0'-0 1/4'[71- 0-4 /4'(71 0•-4 9/16- 1 1 1 I SUPPLY AIR - RETURN AIAN. / 0'- VIEW OA -A' MEAD OF BOLT TO 9E ON INSIDE OF FLANGE VIEW JF (TYP. ALL COR ERS) . A" UNIT SIZEROOF CURB 46HJ .A" ACCESSORY 008-014 1'-Y (3561 1 CRRFCURS003AOO 2'-0• (6101 1 CRRFCURB004A00 NOTES: 1. Root curb accessory is shipped unassembled. 2. Insulated panels. 3. Dimensions in ( J are in millimeters. 4. Root curb: galvanized steel. 5. Attach ductwork to curb (flanges of duct rest on curb). 6. Service clearance 4 It on each side. 7. 0 Direction of airflow. 8. Either accessory connector package can be used with either accessory root curb. -UNIT 0•-0 1/4'(71 NAIL TYPICAL (4) SIDES 0'-7/t6• (111 COUNTER FLA91ING (FIELD SUPPLIED) a ING FELT HON 'C -C' :FIELD SUPPLIED) SCALE 114 ���CANT STRIP / CFIELD SUPPLIED) l/ QOOFIN6 MATERIAL (FIELD SUPPLED) OPENING FOR SASEPAN ENTRY SERVICE RIGID INSULATION (FIELD SUPP-:ED) 0'-2 1/8 E541 -7 3/ :1831 1 i 1 .E. 1 GAS 1 /{ SERVICE ( 1 PLATE >,'-O ' 03/5• (611 74'C-1 ' _3•61 SEE � - SEE NOTE 12 -4 3/16 ki. 1 1 1 ( ( I 1 1 W �' 19 �i nysical data (cont) cul -1 ter BASE UNIT 48HJ D/E/F008 D/E/F009 D/E/F012 D/E014 NOMINAL CAPACITY (tons) 71n 81A 10 121/2 OPERATING WEIGHT (lb) Unit With Durablade Economizer 870 914 880 924 1035 1050 With Parablade Economizer 932 942 1079 1097 1094 1112 With MoistureMiser Dehumidification Package 899 909 1068 1083 Roof Curb 143 143 t43 143 COMPRESSOR Scroll Quantity 2 2 2 2 Oil (oz) (each compr) 53 53 1 50 60 REFRIGERANT TYPE R-22 Operating Charge (Ib -oz) Standard Unit Circuit 1 Circuit 2 7-10 7-14 9- 3 9-8 Unit with MoistureMiser Subcooling Option 8- 2 8- 5 10- 3 9-5 Circuit 1 Circuit 2 10-10 10-11 12- 8 12-6 12 B 10.10 12-14 12.2 CONDENSER FAN Propeller Quantity.. Diameter ( in.) 2...22 2..22 2...22 2...22 Nominal Cfm 6500 6500 7000 7000 Motor Hp ... Rpm Watts Input (Total) 1/4...1100 1/4-1100 1/4...1100 1/4...1100 650 650 650 650 CONDENSER COIL Enhanced Co pper Tubes, Aluminum Lanced Fins Standard Unit Rows ... Fins/in. Total Face Area (sq ft) 2...17 20.5 2...17 20.5 2...17 ...1 ...1 2...17 Unit with MoistureMiser Dehumidification Package 25.0 Rows ..Finslln. 1...17 1...17 1...17 1...17 Total Face Area (sq ft) 6.3 6.3 8.4 8.4 EVAPORATOR FAN Centrifugal Size (in.) Type Drive 15x15 15x15 15x15 15x15 Nominal Cfm Std Belt 3000 Belt 3400 Belt 4000 Belt 5000 Alt Maximum Continuous Bhp Std 2.90 2.90 420 4000 5.25 Motor Frame 56 56 56 4.20 56 Fan Rpm Range Sid 840.1085 840-1085 860-1080 900-1260 Motor ng Type Ball Ball Ball 660-1080 Ball Maximumum F Fan Rpm Motor Pulley Pitch Diameter Std 2100 3.4/4.4 2100 2100 2100 A/B (in.) Alt 3.4/4.4 4.0/5.0 22.8,O.g Nominal Motor Shaft Diameter (in.) >/e �/e �/e .0/5.0 7/e Fan Pulley Pitch Diameter (ie.) Std 7.0 7.0 8.0 5.8 Belt — Type ... Length (in.) Alt Sid A...51 A...51 A...51 8.0 BX...46 Pulley Center Line Distance (in.) 16.75-19.25 16.75.19.25 15.85.17.50 A...51 15.85-17.50 Speed Change per Full Turn of Std 50 50 45 60 Movable Pulley Flange (rpm) Alt Movable Pulley Maximum Full Std 5 5 5 45 Turns from Closed Position Alt — 6 Factory Setting — Full Tums Open Std 5 5 5 5 Alt Factory Speed Setting (rpm) Sid 840 840 860 5 960 A Fan Shaft Diameter at Pulley (in.) 1 — 860 1 8 1 1 1 1 EVAPORATOR COIL Enhanced Copper Tubes, Aluminum Double -Wavy Fins Rows... Fins/in. Total Face Area (sq ft) 3...15 3...15 4...15 4...15 8.9 8.9 11.1 11.1 LEGEND Bhp — Brake Horsepower 14 'Indicates automatic reset. t48HJD008,009 units have 3 burners. 48HJD012 and 48HJE008,009 units have 4 burners. 48HJF008,009; 48HJEMJF012: and the 48HJD/HJE014 have 5 burners. "An LP Conversion IGt is available as an accessory. 'AIMF APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Butte County Jail Report Date: 2/12/99, Date Cast: 1/15/99 Date Received: 1/17/99 Cast by: L. Chapman CLIENT: Butte County, Admin. Center Location in Structure: Lobby T.O.W. 25 County Center Drive Oroville, CA 95965 Sample Size: 4" x 8" (Grout Sample) Max Size Aggregate: 3/8" Supplier: Mathew's Admixtures: Sika Mix Design: 0073G Air Entrainment: NA Cement Factor: 7.0 Concrete Temp: 61 Slump: .11.0 Air Temp: 53 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Date Load Strength (Lbs.) (PSI) (f c) '0126 Lobby T.O.W. 1122/99 7 36,000 12.57 2,860 IF 0127 Lobby T.O.W. 2/12/99 28 61,000 12.57P,850]- 2,000 0128 Lobby T.O.W. 2112/99 28 59,500 12.57 4,730 2,000 0 1=71 1 IICSC I esu were pertormea to accoraance wttn AS I M C-39 Remarks: Type of Fracture: C.C.: 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 5� 3 -765 % c.6F7'k5;r- - w/ A-lileE PY66 April 19, 1999 County of Butte Mr. Michael Vieira 7 County Center Drive Oroville, CA 95965-3397 RE: LPZA Job Number 98015.002 Butte County Jail Renovations Dear.Mr. Vieira, pq ft S l D FgsR .VF RFM� A recent audit of our aging accounts indicates that the attached invoice dated 8/10/98 in the amount of $1,050.00 is unpaid. Would you please check into this matter and advise me as soon as possible as to when payment can be expected. I can be reached at (925) 463-9775 ext. 134 from 9:00 a.m. to 5:00 p.m. If I am not available, please leave a detailed message on my voice mail and I will get back to you as soon as possible. When paying this invoice, please make reference to the above job number. Thank you very much for your assistance. Sincerely, LINHART PETERSEN POWERS ASSOCIATES o.� Jan Johannsen Accounting Department Attachment LINIIART PETERSEN POWERS ASSOCIATES 5798 Stoneridge Mall Road; Suite 201 • Pleasanton, CA 94588 (925) 463-9775 • FAX (925) 463-9796 (�L RECEIVE APP, 2 1 1999 BUTTE COUNTY BUILDING DIVISION L T X15;6 w/ q /i&�C_ PYA . pt s r o Fqs� V F April 19, 1999 County of Butte Mr. Michael Vieira 7 County Center Drive Oroville, CA 95965-3397 RE: LP2A Job Number 98015.002 Butte County Jail Renovations Dear.Mr. Vieira, A recent audit of our aging accounts indicates that the attached invoice dated 8/10/98 in the amount of $1,050.00, is unpaid. -Would you please check into this matter and advise me as soon as possible as to when payment can be expected. I can be reached at (925) 463-9775 ext. 134 from 9:00 a.m. to 5:00 p.m. If I am not available, please leave a detailed message on my voice mail and I will get back to you as soon as possible. When paying this invoice, please make reference to the above job number. Thank you very much for your assistance. Sincerely, LINHART PETERSEN POWERS ASSOCIATES o� Jan Johannsen Accounting Department Attachment LINHART PETERSEN POWERS ASSOCIATES 5798 Stoneridge Mall Road, Suite 201 - Pleasanton, CA 94588 (925) 463-9775 - FAX (925) 463-9796 - RECEIVED APP, 2 1 1999 BUTTE COUNTY BUILDING DIVISION INVOICE LINHART PETERSEN POWERS ASSOCIATES 5798 Stoneridge Mall Road - Suite 201 Pleasanton, CA 94588 (510) 463-9775 - FAX (510) 463-9796 TO: County of Butte DATE: August 10, 1998 Michael Vieira 7 County Center Drive •Oroville , CA 95965-3397 JOB NO: 98015.002 APPLICATION NO: 15 PROJECT: Butte County Jail renovations ADDRESS: P.O. NO: CONTRACT TERMS: Time & Materials The fee for the plan review of the above referenced project is as follows: 14.0 hours at $75.00 per hour. TOTAL FEE: $1,050.00 lease Indicate LP2A Job Number on Remittance A Carbmla Cotporadon.• Federal Tax /D 943170545 Thank Youl Permit Applicant~ ul•Permit Number. Assessor Parcel Number. Date: +24-76. De above referenced buzi ng . plans were reviewed by this qffice. Provide additional information and/or make revisions to plms� spedficadons and calculations as follows: I• TrovIcte. code o►�►-�a�l Jac -lode dCcc Coi4'!'t -eA v� noo� area.-� � (per�a ^--t- I oad4, toot'- �vr- )1 2 , Pi(oMe, pJOOIr r lc/n. a� .P4-31 r6 �2W l J. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Thursday. t COMMERC14RL PLAN CHECKING GUIVE (1994 U. B. C. OWNER: u - 11� BUILDING PERMIT NUMBER: PLAN CHECKER: I��l�J A.P. NUMBER: A. GENERAL: 1. Zoning requirements, Planning approval. 2. Valuation. 3. Plans signed by an engineer or architect. 4. Proper description or work on application. 5. Existing violations on property. 6. Items on data sheet (W.C., fees, Health, Impact Fees, License Law, etc.). 7. Improvements or drainage, Land Development approval. B. PLOT PLAN. 1. Complete parcel size and dimensions. 2. Setbacks, sidevards, easements, etc. 3. Other buildings or structures. 4. Grading, fills, drainage. 5. Flood hazard. 6. Special conditions on creation map (noise, C.D.F., sprinklers, foundations, etc. 7. F.A.U. & F.A.S. road set back. 8. Building or utilities across lot lines (Lot Merger). C OCCUPANCY REQUIREMENTS. Building use: J u l e Y1 o' l �11 � 2 Occupancy Group: 3 Type of Construction: Building floor area: OccupantLoad: Basic allowable floor area: sq. ft. Total allowable floor area: Basis for increase: 1. Compliance with specific occupancy requirement. 2. Occupancy separations (Section 302). 3. Area separations (Section 504.6). 4. Firewalls due to location on property (Section 503). 5. Maximum height requirements (Section 506). 6. Draft stops (Section 1505). 7. Ventilation and special hazards requirements (Section 3). 8. Automatic fire sprinkler system (Section 904). 9. Fire alarm systems (Section 310.10). 10. Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). 11. Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, (c) H Occupancies. 12. Smoke detection system. 13. C.D.F. or State Fire Marshal plan review. 14. Electrical Code Requirements (Medical - Article 517, Assembly - Article 518, etc.). 15. Physical Disability Requirements (Title 24). 16. Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS. 1. Roof covering requirements (Section 1503). 2. Parapet walls (Section 709.4). 3. Toilet room floors and walls (Section 807). 4. Guardrails (Section 509). June 1997 3.4 H. OTHER: L For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3.5 • 5. Detailed typeoonstruction requirements. 6. Proper roof pitch for roof covering (Section 1507 & 1508). 7. Attic access and ventilation (Section 1505). 8. Roof drainage (Section 1506). 9. Skylights Section (2409 & 2603). 10. Stages and platforms (Section 405). 1 ; 11. Interior wall and ceiling finish (Section 801). 12. Fire resistive requirements. Walls, floor, ceiling, penetrations (Section 702). 13. Wall and ceiling covering installation (Section 2500)., 14. Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). 15. Foam Plastic (Section 1715). E. STAIRS, EXITS AND OCCUPANT LOADS: I . General Exit Requirements (Section 1001.4 & 1006.3). 2. Number of exits, width and locations (Section 1003). 3. Doors (Section 1004). 4. Corridors and exterior exit balconies (Section 1005). 5. Stairways, rise and run, width, winders, and construction (Section 1006). 6. Horizontal exit (Section 1008). 7. Exit and smoke proof enclosures (Section 1009). 8. Exit signs and illuminations (Section 1013). 9. Adsles and seating f Seetion-1014 & 1015). 10. Exits for occupancy groups (Sections 1016 - 1019). 11. Floor'level exit signs (Title 24 & Section 1013). F. MISCELLANEOUS REQUIREMENTS: 1. Masonry chimney (Section 3102). 2. Veneer (Section 1403). 3. Special Inspection per U.B.C. Section 1701)., a. High Strength Bolting. b. Field Welding. C. Masonry (full stress). d. Concrete (f'c>2500psi). 4. Special Certifications - Mill Certificates. 5. Expansive soil - Special design. 6. Cut/Fill slopes, compaction tests, grading. 7. Noise requirements (Planning, Appendix Section 1208). 8. Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS: 1. Complete calculations, correct design criteria. 2. Complete shear transfer details, roof to foundation. 3. Complete structural material specifications. 4. Shear wall anchorage based upon wall shear. 5. Roof diaphragm chord, collector, drag struts. 6. Combined tension and shear @ steel RF anchor bolts. 7. Braced roof and wall bays. H. OTHER: L For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3.5 LII`'IITED STRUCTURAL CALCULATIONS ON BUTTE COUNTY JUVENILE COURT ADDITION FOR BUTTE COUNTY JOB SITE . APN: - - 51 COUNTY CENTER DR. OROVILLE, CA A•E•C GROUP ARCHITECTURE + ENGINEERING + CONSTRUCTION Larry J. Warner A.I.A., ARCHITECT 574 MANZANITA AVE., SUITE 4 CHICO, CALIFORNIA 95926 916-892-8008 PROJECT: JUVENILE COURT ADDITION PROJ. No. A9702IBC LOCATION: OROVILLE, CA DATE: 3/31/98 BY: LJW PAGE 1 OF CODES: Uniform building code, 1994 Edition AISC, Manual of steel construction; 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIAL: Concrete: Pc = 2,500 psi min. @ 28 days Masonry: f c = 1500 psi Mortor: f = 1800 psi, Type "S" Grout: f = 2500 psi @ 28 days Steel Reinforcing: ASTM A-615 Grade 40 for #4 or smaller ASTM A-615 Grade 50 for #5 or larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A, unfinished Wood Connectors: Simpson Strong -Tie or equal Wood: Light Framing: Const. Grade Douglas Fir Struct. Lt Framing, Joists & Planks: Doug, Fir No. 2 Beams & Stringers, Posts & Timbers: Doug Fir No. 1 Plywood: A.P.A. Rated sheathing, Grade CD, UBC Std.25-9 Glue -Lam Timber: ANSI / AITC A190.1-1983 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 20 psf Non -Snow Floor Live Load: 40 psf Seismic Zone: 3 Wind Speed: 75 mph Exposure: B Method 2 used unless noted otherwise. Allowed Soil Bearing: 1,500 psf NOTE: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of AEC Group, Larry J. Warner AIA, Architect. Verification of the soil conditions at the project site to determine the expansive or bearing capacity is by others. AEC GROUP., Larry J. Warner AIA, Architect, 574 Manzanita Ave., Chico, CA 95926, 916-892-8008 Roof Rafter[ 94 UBC (91 NDS) ) Ver. V4051877 Bv: Larry J. Warner A.I.A. , AEC Group on: 04-01-1998 Project: 960721 BC - Location: TYP. ROOF RAFTER -Summary: WIF 33 /11.875 - GEORGIA PACIFIC x 23.75 FT (Actual 23.771 FT) @ 24.00 O.C. Section Adequate Bv: 21.5% Controllinq Factor: Allowable Moment ' I-joists were desiqned for simple spans usinq the joist manufacturers published values. If the desiqn does not match the actual joist loadinq or span conditions in any way, contact the joist manufacturer for design verification. Deflections: Dead Load: DLD= 0.43 IN Live Load: LLD= 0.72 IN = U394 Total Load: TLD= 1.16 IN = U246 Rafter End Loads and Reactions: LOADS: RXNS: Upper Live Load: 238 PLF 475 LB Upper Dead Load: 143 PLF 285 LB Upper Total Load: 380 PLF 760 LB Lower Live Load: 238 PLF 475 LB Lower Dead Load: 143 PLF 285 LB Lower Total. Load: 380 PLF 760 LB Upper Equiv. Tributary Width: UTWeq= 11.885 FT Lower Equiv. Tributary Width: LTWeq= 11.885 FT Rafter Data: Interior Span: L= 23.75 FT Cantilever Span: CS1= 0.0 FT Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Rafter Spacing: SPC= 24.00 IN O.C. Rafter Loads: Roof Live Load: LL= 20 PSF Roof Dead Load: DL= 12 PSF Rafter Pitch: RP= 0.50 : 12 Rafter Unbraced Lenqth: Lu= 0.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Spans And Loads: Interior Span: Ladj= 23.8 FT Cantilever Span: CS1adi= 0.0 FT Rafter Live Load: wL= 40 PLF Roof Loaded Area: RLA= 48 SF Roof Live Load Method: 1 Rafter Dead Load: wD= 24 PLF Rafter Total Load: WT= 64 PLF Properties For: WIF 33 / 11.875- GEORGIA PACIFIC Depth: D= 11.88 IN Moment Capacity: Mcap= 4337 FT-LB Shear Capacity: Vcap= 1383 LB El: El= 396000000 LB-IN2 End Reaction Capacity: Rcap= 1383 LB Rafter Desiqn Requirements: Maximum Moment(Interior Span): Mcent= 4514 FT-LB At Location(From Upper Support): X= 11.885 FT Moment At Cantilever. Mcant= 0 FT-LB Maximum Shear: Vmax= 760 LB Shear At Peak: Vpeak= 760 LB Comparisons With Required Sections: Maximum Moment: M= 4514 FT-LB Adjusted Moment Capacity: Mcap_adi= 5486 FT-LB Maximum Shear: V= 760 LB Adjusted Shear Capacity: Vcap adi= 1591 LB El Required: Elreq= 289709345 LB-IN2 El: El= 396000000 LB-IN2 Maximum End Reaction: Rmax= 760 LB Adjusted Reaction Capacity: Rcap adj= 1590 LB Roof Beam[ 94 UBC (91 NDS) 1 Ver. V4051877 By: Larry J. Warner A.I.A. , AEC Group on: 04-01-1998 .Prosect: 960721 BC - Location: LEDGER @ WALL Summary: ` 1.50 IN x 7.25 IN x 4.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 46.6% Controlling Factor: Area / Depth Required 5.55 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.02 IN = U2646 Total Load: TLD= 0.03 IN = U1641 Reactions (Each End): Live Load: RL= 480 LB Dead Load: RD= 294 LB Total Load: RT= 774 LB Bearing Length Reqd.: BL= 0.83 IN Beam Data: Span: L= 4.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 1.00 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Beam Loadinq: Live Load: LL= 20 PSF Roof Loaded Area: RLA= 48 SF Roof Live Load Method: 1 Side One: Roof Dead Load: DL1= 12 PSF Roof Rafter Tributary Width: TW1= 12.0 FT Side Two: Roof Dead Load: DL2= 0 PSF Roof Rafter Tributary Width: TW2= 0.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lenqths and Loads: Adiusted Beam Lenqth: Lads= 4.0 FT Beam Live Load W/ Slope Red'n: wL= 240 PLF Beam Self Weiqht: BSW= 3 PLF Beam Total Dead Load: wD= 147 PLF Total Maximum Load: WT= 387 PLF Controllinq Total Desiqn Load: wTcont= 387 PLF Properties For: #2- DOUGLAS FIR -LARCH Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1208 PSI Adjustment Factors: Cd=1.15 Cf=1.20 FV: Fv= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: - Maximum Moment: M= 774 FT -LB Shear (A d from beam end): V= 540 LB Comparisons With Required Sections: Section Modulus: Sreq= 7.7 IN3 S= 13.1 IN3 Area: Areq= 7.5 IN2 A= 10.8 IN2 Moment of Inertia: Ireq= 5.3 IN4 1= 47.6 IN4 T3 La ►►�� �Juw� war � - -r7 CG --P I, 4w alL Fv.s 2 ac.�J U� Vi -, 5 o C r5 Oma) M /h� *U%O—>-5 LA- 5-1 tiwC 7W H lay j4,t1L,6&,fV:' ) cert, . ✓iia -c, cw-•� V. )a.. 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Vii,. `�:'�,� e..� Z�t�•1`�:1�i�.�- 5' 1-��'�- cd civ ,M �.f) 3.3 �c. kz l,�L �Ux, y I Jut 51 �j r�.ISP`1 I Q N ?p 64 V- 4, C.) - 4c) (00 mak..- 13 3 1► 33 17 0 L13 f GorJ�7 �tr�'i►�t.13� rcW ti77 i LLe W A►2N-r� A I oil TELEPHONE Building Permit 4 1510-641- 8c>v$ TELEPHONE Checked by/Date 530 . Q_ ✓ A �� Enforcement Agency Use GENERAL INFORMATION 7 DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE BUILDING TYPE ❑ NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION ❑ NEW CONSTRUCTION ADDITION ❑ ALTERATION ❑ UNCONDITIONED (file affidavit) METHOD OF ENVELOPE ❑ COMPONENT OVERALL ENVELOPE ❑ PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE This Certificate of compliance lists the building features and performance specifications need to comply with Title 24, Parts l— and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATIO AU�THOg �Af22 . I�IA4(LAFrJt- S ATEIGNATURE D 3 3► £� g The Principal Envelope Designer hereby ce Ifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other •ulations submitted with this permit application. The proposed building has been designed to meet the envelope __..,airements contained in sections 110, 116 through 118, and 140, 142, 143, or 149 of Title 24, Part 6. Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business Professions and Code to sign this document as the person responsible for its preparation; and that I am a civil Engineer or Architect. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions. Code by section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business Professions and Code by section of the Code to sign this document as the person responsible for its preparation; and for the following reasons: PRINCIPAL ENV PE DESIGNER -NAME:^: SIGNATURE' DATE LIC. q ., ,, lA►�:va �( ..1�QN: �. 1 3 31 9 ifC 1 46 F19 ENVELOPE/ Indicate location on plans of Note Block for:Mandatory Measures _ INSTRUCTIONS1 APPLICANT For Detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nbnresidential Manual shed by the California Energy Commission. J-1: Required on plans for all. submittals. Part 2 may be incorporated in schedules on plans. ENV -2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV -3: Optional.. Use if default U -values are not used. Choose appropriate version for assembly U -value to be calculated. Nonresidential Compliance Form January 1996 I R LT(TrL Uv. u yE�j I L,�- C,oua7 I-1/3iMS JYAQUE SURFACES -- Nonresidential Comnliance Form January 1996 t6- &-.)Oww JUVct-JIVL Gvj n.7 A. DISPLAY PERIMITER B. GROSS EXTERIOR WALL AREA C. GROSS EXTERIOR WALL AREA D. ENTER LARGER OF A OR B E. ENTER PROPOSED WINDOW AREA IUZ- FT -6 - SF x 0.40 = SF x 0.10 = SF DISPLAY AREA SF 40% AREA SF MINIMUM STANDARD AREA SF MAXIMUM STANDARD AREA .SF PROPOSED AREA IF E IS GREATER THAN D OR LESS THAN C, PROCEED TO THE NEXT CALCULATION FOR WINDOW AREA ADJUSTMENT. IF NOT, GO TO PART 2OF4. I. IF E IS GREATER THAN D: 2. IF LESS THAN C: WINDOW MAXIMUM STANDARD AREA PROPOSED WINDOW AREA ADJUSTMENT FACTOR GO TO PART 4 TO CALCULATE ADJUSTED AREAS PROPOSED WINDOW AREA WINDOW MINIMUM STANDARD AREA IF E = 0 THEN ENTER 1 ADJUSTMENT FACTOR GO TO PART 4 TO CALCULATE ADJUSTED AREAS ATRIUM HEIGHT % A FT VS R IF5 IF>55FT 0.10 x 0.05 X I -- -1 = STANDARD % GROSS ROOF AREA STANDARD SKYLIGHT AREA PROPOSED SKYLIGHT AREA IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 4. 1. IF PROPOSED SKYLIGHT AREA 2 STANDARD SKYLIGHT AREA: PROPOSED SKYLIGHT AREA . SKYLIGHT STANDARD SKYLIGHT AREA (IF E 0, THEN ENTER 1) ADJUSTMENT FACTOR GO TO PART 4 TO CALCULATE ADJUSTED AREASI I Nonresidential Comuliance Form January 1996 I_ r6U1 I S COL) Nn Y � U 4,-� I LX-- 6,0J M I ` / : 11,dd o a © IN a a © a • If Window and/or Skylight Area Adjustment is Required, use adjusted areas from part 4 of 4. Nonresidential Compliance Form Column E shall be TOTAL no greater than Column H TOTAL January 1996 PROPOSED- , BLY Floor r• ®�■ ® " ! �� �■�i■�■ ■■■ �■■■� ■ ■ ■■■■■■■■■■ • If Window and/or Skylight Area Adjustment is Required, use adjusted areas from part 4 of 4. Nonresidential Compliance Form Column E shall be TOTAL no greater than Column H TOTAL January 1996 Q7'7 r` �LNIV�t► C�� o ® © o o In a o 3 ED o 0 • If Window and/or Skylight Arca Adjustment is •• Only SC used for Requir d, use adjusted areas from part 4 of 4. Skylights Nonresidential Cotnoliance Form '/2']<—'umn H shall i no greater than TOTAL Column K TOTAL January 1996 PROPOSED , • fit! � •. �®®- . � �� MMMMMM �MMMMMM���� MMMMMM �MMMMMM���� MMMMMM MMMMMM MMMMMM���� • If Window and/or Skylight Arca Adjustment is •• Only SC used for Requir d, use adjusted areas from part 4 of 4. Skylights Nonresidential Cotnoliance Form '/2']<—'umn H shall i no greater than TOTAL Column K TOTAL January 1996 Unjrt- Coukay JUqvj►t�c c0i4ji ❑ CHECK IF NOT APPLICABLE (See Part 1 of 4.) LJ U © 0 WINDOW ADJUSTMENT FACTOR (From Pan 1) ADJUSTED WINDOW AREA (DxE) ADJUSTED WALL AREA B-(F+C) WALLNAME (e.g. Wall -I, Wall -2) ORIENTATION GROSS AREA DOOR AREA WINDOW AREA N E S W -� ate❑❑ 1:10 Fz ❑ ❑ 1:10 ❑ ❑❑❑❑ ❑❑❑F-1 ❑❑.❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑a❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ ❑❑❑❑ -► -,2,,43 9 saI 401 2 2.43 V2<0 225 TOTALS: -� TOTALS: ❑ CHECK IF NOT APPLICABLE (See Pan 1 of 4.) o a In Lf U © SKYLIGHT ADJUSMENT FACTOR (From Part 1) ADJUSTED SKYLIGHT AREA (CxD) ADJUSTED ROOF AREA (g _ E) ROOF NAME (e.g. Roof -I, Roof -2) GROSS AREA SKYLIGHT AREA TOTALS: -� Nonresidential Compliance Form January 1996 `Wco .ii ��=•`! Q O i Z 1 SKETCH OF ASSEMBLY I In 6 1 ASSEMBLY NAME tZOOF= GL -L7 ASSEMBLY TYPE Floor (check one) Wall Ceiling/Roof FRAMING MATERIAL -T-6 6 FRAMING SIZE 1 i ' '� Fr %: 1 is FRAMING PERCENTAGE 15% (16" o. c. Wall 12% (24" o. c. Wall) 10% (16" o. c. Floor/Ceil.) 7% (24" o. c. Floor/Ceil.) Nonresidential Compliance Form January 1996 I ------- -'" '-,3`n-1 I C..aj,.nY � uve",Jl fL e.'wnn 1 `73AI 1 q v ASSEMBLY NAME F-\4 A, DESCRIPTION OF ASSEMBLY LU - j. W D CO Z O b' I1 w uM Q rkiD Fug � 5 w 5LL SKETCH OF ASSEMBLY WALL UNIT THICKNESS �Q� NOMINAL INCHES MATERIAL TYPE (LW CMU,MW CMU, NW CMU, CLAY UNIT, CLAY BRICK, CONCRETE.) CORE TREATMENT L,(�. (SOLID. GROUTED, EMPTY, INSULATED, NA) WALL R -VALUE . q Rw (FROM TABLE B-5 or B-6) WALL HEAT CAPACITY F HC (FROM TABLE B-5 or B-6) LAVER (INSIDEFURRING/INSULATION OUTSIDE FURRING FRAMING MATERIAL �1, CkJ 0 I (WOOD, METAL, NONE) FURRING FRAMING SIZE NOMINAL INCHES �� (- I ACTUAL INCHES FURRING SPACE INSULATION TYPE I R -VALUE EXTERIOR INSULATING AREA, t.)jt,/(`- TYPE R -VALUE INSULATION FURRING ASSEMBLY EFFECTIVE R -VALUE EXTERIOR INSULATING LAYER R -VALUE 1113 +1 1= (FROM TABLE B-7) (FROM MANUFACTURER) LAYER R -VALUE l - 3 :]Rf INSULATION LAYER R -VALUE WALL R -VALUE WALL ASSEMBLY R -VALUE WALL ASSEMBLY U -VALUE II. + i- = ]-►r ,oil Int 1w I t 1 I I Nonresidential Compliance Form January 1996 qg_-14�t 66A.Tl SKETCH OF ASSEMBLY ASSEMBLY NAME I IjnI/� Ll. DESCRIPTION OF ASSEMBLY I ;._J. �-i_.L I WALL UNIT THICKNESS �I NOMINAL INCHES MATERIAL TYPE+�, ; i�•I �'~t u (LW CMU,MW CMU, NW CMU, CLAY UNIT, CLAY BRICK, CONCRETE.) CORE TREATMENT SO L. 0 (SOLID. GROUTED, EMPTY, INSULATED, NA) WALL R -VALUE 1 G, Rw • (FROM TABLE B-5 or B-6) WALL HEAT CAPACITY HC (FROM TABLE B-5 or B-6) FURRING FRAMING MATERIAL (WOOD, METAL, NONE) FURRING FRAMING SIZE) NOMINAL INCHES �— ACTUAL INCHES FURRING SPACE INSULATION TYPE R -VALUE EXTERIOR INSULATING AREA `` TYPE R -VALUE INSULATION LAYER FURRING ASSEMBLY EFFECTIVE R -VALUE EXTERIOR INSULATING LAYER R -VALUE R -VALUE �� + `"-'a...•. Rf (FROM TABLE B-7) (FROM MANUFACTURER) INSULATION LAYER R -VALUE WALL R -VALUE WALL ASSEMBLY R -VALUE WALL ASSEMBLY U -VALUE I Rf Rw Rt I/Rt -•-1 Nonrestaenttal Compliance Form January 1996 W " �_ �• W H i' � .:i 0 z...} Z SKETCH OF ASSEMBLY ASSEMBLY NAME I IjnI/� Ll. DESCRIPTION OF ASSEMBLY I ;._J. �-i_.L I WALL UNIT THICKNESS �I NOMINAL INCHES MATERIAL TYPE+�, ; i�•I �'~t u (LW CMU,MW CMU, NW CMU, CLAY UNIT, CLAY BRICK, CONCRETE.) CORE TREATMENT SO L. 0 (SOLID. GROUTED, EMPTY, INSULATED, NA) WALL R -VALUE 1 G, Rw • (FROM TABLE B-5 or B-6) WALL HEAT CAPACITY HC (FROM TABLE B-5 or B-6) FURRING FRAMING MATERIAL (WOOD, METAL, NONE) FURRING FRAMING SIZE) NOMINAL INCHES �— ACTUAL INCHES FURRING SPACE INSULATION TYPE R -VALUE EXTERIOR INSULATING AREA `` TYPE R -VALUE INSULATION LAYER FURRING ASSEMBLY EFFECTIVE R -VALUE EXTERIOR INSULATING LAYER R -VALUE R -VALUE �� + `"-'a...•. Rf (FROM TABLE B-7) (FROM MANUFACTURER) INSULATION LAYER R -VALUE WALL R -VALUE WALL ASSEMBLY R -VALUE WALL ASSEMBLY U -VALUE I Rf Rw Rt I/Rt -•-1 Nonrestaenttal Compliance Form January 1996 PROJECT NAME DATE �S1'(rt Cr3J J�i�eJ►Q �j,) 3 3I 8' "OJECT ADDRESS I �� CuJrr7Y G�c.nfll't./Z,. ✓t, Ovc.v�l. l�.0 RDOCUCIPAL DESIGNER-MECHANICAL TEPHONE Building Petmit q TATIO MENN A ,O� /� 1 /� TELEPHONE ^f Checked by/Date 1 �C. �i `,�^'tG.�� `� , ` \� Ali N`G/�.. �-+� C� v �ic� 9 Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA BUILDING TYPE NONRESIDENTIAL ❑.HIGH RISE RESIDENTIAL ❑HOTEL/MOTEL GUESTROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION ❑ UNCONDITIONED (file affidavit) METHOD OF MECHANICAL ❑ PRESCRIPTIVE ❑ PERFORMANCE COMPLIANCE PROOF OF ENVELOPE COMPLIANCE ❑ PREVIOUS ENVELOPE PERMIT ENVELOPE COMPLIANCE ATTACHED ,STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications need to comply with Title 24, Parts I and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. The documentation preparer hereby certifies that the cumentation is accurate and complete. DOCUMENTATION UTHOR SIGNATURE1 e !' 2 4� .� VLAj-'tom,. . I A DATE 3 3 I 7 J The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of. construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other --Iculations submitted with this permit application. The proposed building has been designed to meet the mechanical airements contained in the applicable parts of Sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a Civil Engineer, Mechanical Engineer, or Architect. ❑ 1 affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason(s): PRINCIPAL MECHA ICAL DESIGNER -NAME SIGNATURE DATE LIC. p Dr22` W 4/Z,� t ill, A IA 3? I i G 1 9 9 Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS APPLICANT For Detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. MECH-1: Required on plans for all submittals. Parts 2 & 3 may be incorporated in schedules on plans. -7CH-2: Required for all submittals; choose appropriate version depending on method of mechanical compliance. 4-H-3: Required for all submittals, but may be incorporated in schedules on plans MECH-4: Required for all submittals unless required outdoor ventilation rates and airflows are shown on plans per Section 4.3.4. Nonresidential Compliance Form January 1996 - -- - — DAJ/3119 s� SYSTEM NAME C- 1 TIME CONTROL Y: Yes N: No ELECTRIC HEAT? SETBACK CONTROL SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? ISOLATION ZONES CONTROL S: Prog. Switch HEAT PUMP THERMOSTAT? Enter number of l: Inlet Vanes ELECTRIC HEAT? C: Cooling Isolation Zones FAN CONTROL f� B: Both VAV MINIMUM POSITION CONTROL? t 1 SIMULTANEOUS HEAT/COOL? O: Other HEAT AND COOL SUPPLY RESET? fj)A VENTILATION n OUTDOOR DAMPER CONTROL? VENTILATION ECONOMIZER TYPE ECONOMIZER O.A. CFM DESIGN AIR CFM (MECH4, COLUMN H) Ov HEATING EQUIP. TYPE��� B: Air Balance A: Auto HIGH EFFICIENCY? IF YES ENTER EFF. # C: Outside Air Cert. G: Gravity W: Water Air CFM. MAKE AND MODEL NUMBER 2 N: Not Required COOLING EQUIP. TYPE���� D: Demand Control HIGH EFFICIENCY? 1F YES ENTER EFF. # N: Natural Column G on MAKE AND MODEL NUMBER CODE TABLES: Enter code from table below into columns above. HEAT PUMP THERMOSTAT? Y: Yes N: No ELECTRIC HEAT? VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? HIGH EFFICIENCY? � V rTQ.. 1,j .0, to LJ- rL L -{ NOTE TO FIELD Building. Dept. Use TIME CONTROL SETBACK ISOLATION FAN CTRL. ZONES CONTROL S: Prog. Switch H: Heating Enter number of l: Inlet Vanes O: Occupancy Sensor C: Cooling Isolation Zones P: Variable Pitch M: Manual Timer B: Both V: VFD O: Other C: Curve VENTILATION OUTDOOR ECONOMIZER O.A. CFM DAMPER B: Air Balance A: Auto A: Air Enter Outdoor C: Outside Air Cert. G: Gravity W: Water Air CFM. M: Out. Air Measure N: Not Required Note: This shall D: Demand Control be no less than N: Natural Column G on MECH4. LI Nonresidential Compliance Form January 1996 t INSULATION _17 DUCT TAPE ALLOWED? DUCT INSULATION NOTE TO FIELD I Y IN R -VALUE Building. Dept. Use ❑ ❑ ❑ ❑ ❑ ❑ ED E:1 ED El El E:1 El ED ED ED ED SYSTEM NAME DUCT TYPE (Supply, Return, etc.) DUCT LOCATION (Roof, Plenum, etc.) PIPE INSULATION INSULATION SYSTEM NAME PIPE TYPE REQ'D? NOTE TO FIELD (Supply, Return, etc.) I Y I N Building. Dept. Use ❑ ❑❑ El ED D❑ 1:1 ED El [:1 El El El El 1-1 El Nonresidential Comaliance Form January 1996 (MECHANICAL SIZING AND FAN POWER MECH-2 PROJECT NAME DATE e)J ��(LJJIL� C43 SYSTEM NAMEJ 7 FLOO(t SY1 SQ .\_J NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. 1. DESIGN CONDITIONS: COOLING HEATING - OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) -� - OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 09 - INDOOR, DRY BULB TEMPERATURE (APPENDIX C) 2. SIZING - DESIGN OUTDOOR AIR Z,,O� CFM (MECH 4; COLUMN H) - ENVELOPE LOAD - LIGHTING -PEOPLE - MISC. EQUIPMENT - OTHER PROCESS LOADS, DUCT - OTHER LOSS, INFILTRATION, ETC.. SAFETY/ WARM UP FACTOR FA WATTS / SF (LTG -2) 2 -?2— # OF PEOPLE (MECH 4; COLUMN E) 2-,24, WATTS / SF Z, 2 - IN F- I L_ INF -IL_ A/A-11 (Describe) '00 U1 t ���5 �� ► . 1 (Describe) TOTALS 21 1.4._ MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARMUP FACTOR) 1 -2n, 3. SELECTION: . INSTALLED EQUIPMENT CAPACITY IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN 0 FAN DESCRIPTION a DESIGN BRAKE HP OTE: Include only fan systems exceeding 25 VIP (see p 144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for wnstant volume systems or 1.25 Watts/CFM for VAV systems. R1 o EFFICIENCY MOTOR I DRIVE a NUMBER OF FANS �II Kbtu / Hr Kbtu / Hr 0 F91 CFM (Supply Fans) TOTALS TOTAL FAN SYSTEM POWER DEMAND Col. F / Col. G WATTS / CFM Nonresidential Compliance Form i January 1996 DJECT14AME _ 5�n-j Fj- �v� �"t J v N(v� �j nrr DA 31 9� STEM NAME Iyl OTE: Provide one copy of this form for each mechanical system. MECHANICAL VENTILATION o a a a a a a a a a a AREA BASIS COND F(BX AREA PER SF (SF) OCCUPANCY BASIS NO. MIN. OF CFM PEOPLE (E X 15) 25 I �P �5 Z 30 Z 3� TOTALS (FOR MECH-2) = VAV MINIMUM CFM LARGEST DESIGN MIN. MIN. CFM CFM TRANS- FER AIR C Minimum Ventilation Rate per Section § 121, Table I -F. E Based on Expected Number of Occupants or at least.50% of Chapter 33 UBC Occupant Density H Must be greater than or equal to G, or'use Transfer Air I If zone reheat or retool is used, I must be less than or equal to G, or less than or equal to Total Design CFM X 0.3, or less than or equal to B X 0.4, or less to or equal to 300 CFM, whichever is larger. Must be less than or equal to 1(if applicable), but no less than G, unless Transfer Air (K) is used. K Must be greater than or equal to (G - H), and, for VAV, greater than or equal to (G - ]). January I t�,�Jl � �-� GOA ►.1"1 `� , u U �. �I Lr� c�� �U7 UECT ADDRESS 'D 0 r C.E"r�.11 �-�l. �i2 0 ✓l D �(f �, Lla. [P;RINUCMIPAL DESIGNER -LIGHTING TELE eC..' �jP 530 NTA ON AUTHOR � I Ike a DATE PONE Building Pemtit N - a��.,-� SONE ,?J3 C' Checked by/Date Y9'L i :J3 a Enforcement Agency Use DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE BUILDING TYPE E4NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION ❑ UNCONDITIONED (file affidavit) METHOD OF ENVELOPE COMPLETE BLDG. ❑ AREA CATEGORY ❑ TAILORED ❑ PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE his Certificate of Compliance lists the building features and performance specifications need to comply with Title 24, Parts I and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENT TIO AIjTHOA���'^ ' 3L3I SIGNA DATE l,�Arzr� , \ 2 The Principal Lighting Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other ',ulations submitted with this permit application. The proposed building has been designed to meet the envelope ..arements contained in the applicable parts of Sections 110, 119,130 through 132, 146, and 149 of Title 24, Part 6. Please check one: IZA 1 hereby. affirm that 1 am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a Civil Engineer, Electrical Engineer or Architect. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason(s): PRINCIPAL LIG G DESIGNER -NAME SIGNATURE LIC N DATE � 1 Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS/ APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual dished by the California Energy Commission. G-1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. LTG -2: Required for all submittals. LTG -3: Optional. Use only if lighting control credits are taken. LTG4: Optional. Use only if Tailored Method is used. Parts 2 and 3 used only if applicable. January 1996 IL LUMINAIRE NAME LAMPS BALLASTS TYPE 1, 1 F H NO. OF LAMPS' WATTS/LAMP TYPE NO./LUMINAIRE NOTE.TO FIELD (Eg. Type -1, Type -2, etc.) S I E• 1 0• F�- ❑®❑ ❑ ® ❑ ❑91:1 ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ 3z 2 1:1 El 1,2j ❑ ❑ ®❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ccbNP. 2 3Z M� 2 32 � INU M� 1"'i "Provide Supporting Documentation MANDATORY CONTROL LOCATION CONTROL NOTL (Room #) IDENTIFICATION FIELD ccbNP. 4,- M� INU M� 1"'i CONTROL LOCATION (Room # or Dwg. #) CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch, etc.) ��- CONTROL TYPE (Occupant, Daylight, Dimming, etc.) SPACE CONTROLLED # OF NOTE TO FIELD Nonresidential Compliance Form January 1996 # OF NOTE TO FIELD Nonresidential Compliance Form January 1996 x C. Goy r.n-( LIGHTING AREA CATEGORY (From Table I -N) WATTS PER SF WATTS (SF) ,2�CTUAL POWER WATTS COMPLETE ALLOWED LUMINAIRE NAME DESCRIPTION BLDG. AREA NUMBER OF LUMINAIRES WATTS PER LUMINAIRE (Including Ballast) CEC DEFAULT TOTAL WATTS I Y I NO 0 (� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑❑ t✓—� L� L AHP �AGEI LGAIh��tl o. 3 9:4 Z Z —� a_DP C,V C, OVA I 22- 2 2 .2 If not using the CEC Default value, please provide supporting documentation. SUBTOTAL FROM THIS PAGE PLUS SUBTOTAL FROM CONTINUATION PAGE LESS CONTROL CREDIT WATTS From LTG -3 ADJUSTED ACTUAL WATTS t ---J C� ALLOWED LIGHTING POWER (Choose One Method) ISU1LDI NG METHOD AREA CATEGORY METHOD AREA CATEGORY (From Table I -N) WATTS PER SF WATTS (SF) ALLOWED WATTS WATTS COMPLETE ALLOWED BUILDING CATEGORY (From Table I -M) PER SF BLDG. AREA WATTS Os5''kc� - k-5.01269 18 9 AREA CATEGORY METHOD AREA CATEGORY (From Table I -N) WATTS PER SF WATTS (SF) ALLOWED WATTS TOTALS AREA WATTS 'TOTAL ALLOWED WATTS (From LTG4. or from Computer Run) Nonresidential Compliance Form January 1996 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP041559 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: APN: 031-040-028-000 the Business and Professions Code, and my license is in full force and effect. License Closs C 119 License Number: Site Address: 31 COUNTY CENTER DR ORO (99 11)AVG)Z- . Date: Contractor: ty Map Index: Description: GROUND MOUNT SOLAR UNIT(WEST JAIL) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: COUNTY OF BUTTE to its issuance, also requires the applicant for such permit to file a 00000 signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): E3 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: COUNTY OF BUTTE Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). IZI 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: SUN POWER & GEOTHERMAL ENERGY and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). L3 I am Exempt under Article 3 of the Business and Professions Code 863 EAST SAN FRANCISCO BLVD SUITE A 949ol Date:— --- Owner: 530-533-5988 WORKERS'COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 759086 Cl I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit s issued. Architect: have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carder and policy number are: Carrier:ST)WFUM) Policy#:_ ) Ua&l Total Square Ft: 0 S. F. Valuation: $0.00 Q 1 certify that in the performance of the work for which this permit is Census Code: issued. I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith PmPly with those provisions. Date: 6 Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of -compensation,. damages as provided,for in Section.3706 of the Labor code, intieit, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit* he ed nder the applicable provisions of the Bijifte County Cod" pinrVor I hereby affirm that there is a construction lending agency for the Resolution to di ted above for which fees have been paid lw� * performance of the work for which this permit is issued (Sec 3097 Civ.) AA Name: By: Dat PERMIT EXPIRES ON: Address: 0 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. 0 Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. 0 Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpos PrintName: Mod' ouqz, J,bq, cc�/J/,�— Signature: Date: 6�,K Q Owner Ll Contractor Q Agent for Owner ><Agent for Contractor a BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEIBSITE: www.buftecounty.netkidlids PERMIT NO. BP041557 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of pedury that I am licensed under provisions of Chapter 9 (commencing wi . th Section 7000) of Division 3 of Issued Date: APN: 031-040-028-000 the Business and Professions Code, and my license is in full force and effect. License C )ass,: C, 0 License Number: Site Address: 31 COUNTY CENTER DR ORO Date: Contractor: S�)N B)L402— Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: GROUND MOUNT SOLAR UNITS (WEST Contractors' State License Law for the following reason (Sec. 7031.5 JAIL) Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: COUNTY OF BUTTE signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 00000 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: COUNTY OF BUTTE such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of complefion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: SUN POWER & GEOTHERMAL ENERGY pursuant to the Contractors' State License Law.). 0 1 am Exempt under Article 3 of the Business and Professions Code 863 EAST SAN FRANCISCO BLVD Date: Owner: SUITE A 94901 530-533-5988 WORKERS'COMPENSATION DECLARATION 1 hereby affirm under penalty of pedury one of the following declarations: E3 I have and will maintain a certificate of consent to self -insure for License #: 759086 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit s issued. have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer: insurance carder and policy number are: Carrier: Total Squa . re Ft: 0 S. F. Policy #: 26 13 1 certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith tomply with those provisions. - Date: _6064 Applicant: WARNING:,, Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the This permit her d er tfie applicable provisions of the Butte Cou/nty od.-nrVor Resolu to do I ckapove for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) 7 , Name: By: Date: 6 Address: PERMIT EXPIRES ON: . 1/ - - - (Dite) 0 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. 0 ' Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. 0 Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application. that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of qpy Qfficial form or d utte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes Wr"L C Print Name: Signet Cre N10 -4 - Date: El Owner 0 Contractor C) Agent for Owner Xgent for Contractor Ckt_lr�r_ LNGINLLKINU PAGE 02 7 Eclipse Engineering, Inc - c 0 n a u I t I n g R!, 0 n 0 1 n 0 0 r a* 8 School street, # ISO Fairfax, Callfcfnl& 94930 Clarification item, #1 65 2 vi Date; LUrch V, nu tMG1 Wound Mount UnIt. 0,P 0 Seri Ratfaq4, CA RES: To: C1`819 Stager SUn Powa and Geothennal Enew 863 East Franckco Blvd, SWW A San Rafael, CA 94901 R or. Brian Hanson, Project &Vinser Re: Modified Detail Reference the Foundation Analysis, letter fbr Sun Power Ground Mount Units, dated November 20, 2003, for the following clarification item. 1) Spiral reinforcement shall be used in lieu of the #4 Nos shown on detail' A of the letter. Therefore attached detail 8, sheet 1 of 1, shall replace detail A of the letter. Please call with any sP06fic questions. Attachment Detail 13, sheet I of 1. U OUNTY BUTTEC BUILDING DIVISION ApPROVED I_1UFi1%JUt-_ k3ur-r- Diu _nJi _DZJftb A. GENERAL 1. Contractor shall verify all dimensions and job site conditions. before commencing work and shall report any discrepancies to the engineer. 2. Use written dimensions. Do not use scaled dimensions. Where no dimension is provided, consult the architect or engineer for clarification before proceeding with the work. 3. The design, adequacy and safety of erection bracing, shoring, temporary supports, etc. Is the sole responsibility of the contractor and has not been considered by the engineer. The contractor is responsible for the stability of the structure prior to the completion of all shear walls, roof and floor diaphragms and finish materials. 1. CODE: Uniform Building Code, 1997 Edition. 2. VERTICAL LIVE LOADS* ROOF - 20 PSF (Snow) FLOOR- NA 3. LATFERAL LOADS: WIND - 80 MPH, Exp. C SEISMIC - Zone 4 4. SOIL BEARING, 1500 PSF (ASSUMED) I . . fc = 2500 PSI at 28 days, normal weight. 2. Max. slump = 3" for slabs and footings, 4" for walls, columns and beams. 3. Curing compound: ASTM C309, Type 2, Class B. 4. Constfuctlon to be in accordance with ACI 318-83. 5. Location of construction or pour joints must be approved by the engineer unless otherwise shown on these drawings. 6. Concrete shall be air -entrained and shall conform to section 3.4.1 of ACI 301-84 for durability. M: E raz 70 7TKA 7 MIF �T_W_ IC: MW 1. Use ASTM A615 -Grade 40 for #3 reinforcing bars, Grade 60 for #4 and larger ' reinforcing bars. designated in ACI -318. 2. - Provide clearance and cover of rebar as General Notes Ground Mount Units Sun Power & Geotherrnal Energy page I of 1 P. J Q,4,,! �26/2004 10:51 . 4067214988 ECLIPSE ENGINEERING PAGE 02 Eclipse Engineering Sun Power 11/10/2003 Consulting Eng.ineers Pier Design BrIan Hanson NONCONSTRAINED FOUNDATION - Typical Pier PP:= 300- lb allowable pas" earth pressure fo b:= 1 -ft width of pier d:= 4,5 -ft embedment depth h:= 5.0 -ft helght of projecdon above grade P:= 400.1b applied load S1 PP. d 3 allowable pressure at 1/3 embedment depth 2.34-P SI -b 14.36-h) :=A. I+ I + 2 -A required depth of embedment drog = 4.564 ft Use d =,V-61, Ecripse En q�oonng, Inc. c 0 ff 4 41 1 t I n 8180 PtL41&4ftVW Fd* CA 9" Fjoc 4lsj4&12W c 10 LON& THFREADEV FZOP LLA-iF'bl-- ENGINEERING PAGE 03 C' " &R4XND MOUNT UNIT SUN POINER 4 (5t:oTHEp ,MAL t-N� UNIT STFZLrr -B-r ol-kimp ts 2a 4 1 -f Sm CLFR;Z 4 " q14 11-010. , tX-oA4-L: N.T�S, 12"0 WW,. FnEF;t pV (4) #5 VMT5. #3 $PIRAL TIE 0 6" PITCH v 50 CLR� BUTTE COLJNT-Yj BUILDING *DIVISION APPROVED f- STRUCTURAL CALCULATIONS FOR PHOTOVOLATIC ROOF MOUNT AT bu COUNTY EAST FACUN�J-AM,,,, OROVILLa CALIFORNIA' o.3533 Exp. 3-31-05 17 2004 BUTTE COUNTY MAY:2004 BUILD , ING DIVISION b.,. -APPROVED -...**AW COPMMSTONE STR- UCTURAL EN&MMRS.. INC$ MAMNA COURT PETALUMA CA 94954 V70,7-791-:3190 F2'07-791-0701 'BUILDING DEPT,. COPT. STRUM CALCULAnONS GRAVITY ANALYSIS CORNERSTONE STRUCTURAL FiNGINSERS, INC. 7 MAITNA COURT PETALUMA CA 94954 V707-791-31-90 F707-791-0701 CORNERSTONE SMCTURAL EN&MRS, INC. 7 MAMNA COURT PETALUMA, CALIFORNIA 94954 V707-791-31SO P707-791-0701 ENGINEER: PH I PATS. I JOB# 04--IZ) SHT OF fF,..A PPvr�5,c, ",JT c , 5,5u P$ -TOY 4 &Trz,-, (6) elzw 4 cov- V/ CORNERSTONE SMCTURAL EN04MRS, INC. 7 MAMNA COURT PETALUMA. CAMFORNIA 94994 V707-791-3150 F707-791-0701 EN&ZMFR- DJF . - DATE: jOB# 04—jzl -FGHT OF V/ TD �OrLi- -� PrA o 0-0 Z4 co� OL ps p .el STRUCTURAL CALCULATIONS LATERAL ANALYSIS f CORNERSTONE STRUCTURAL FiNGMEERS, INC. 7.MAI<F,NA COURT PETALUMA CA 949S4 V707-791-31SO P707-791-0701 CORNSRSTONE SMCTURAL EN04MRS, INC. 7 MAMNA COURr PETALUMA, CALIFORNIA 94994 V707-791-31-90 P707-791-0701 E:NGZXF,R- PJF [IDATE: JOB # S14T y)4 J,47L 6&,,e WWPV7— � FA '> -5. - V 01 ��i 94, 1�0 4 f �5 � PW e-tJ- I Lo) P� CA VJ e -MT Ll= CORNERSTONF, STRUCTURAL, W&MMRS, INC. 7 MAKENA COURT PETALUMA CALIFORNIA 949S4 V707-791-31SO F707-791-0701 MGMER. Dip I PATE: o4- — rio B # I S14T OF Z-4 uoL 4.16 er IS eff' Z441 zo a Ica + ?ulu-,45 ltol 5f + 'Pow )L IUV64 ri ,CORNERSTONE STRUCTURAL ENGH4MRS, INC. 7 MAXSNA COURT PETALUMA CALIFORNIA 94954 V707-791-3150 P707-791-0701 f ENGWEER. DJF VATS- JOB# 04-1 -F OF SlIT ,e7v*.j Pavj&L — c- PAAM,(, I �-m 61we4 Ptor : 7-5 eAPt C:,* c- e, � s e_'4 1, z ( 15) ( ), d) (), -s) = 4-0 0,0� 0 v CORNERSTONE SMCTURAL EN04MRS, INC. 7 MAMNA COURT PETALUMA, CALIFORNIA 94954 V707-791-31SO P707-791-0701 FNGMFR- PJF DATE: JOB S14T OF I5,LW Ptwg-L.. c '%Vjitka 'I - vp) VAV9 4 ( 10 ) ( I � Z),4- � �0 � ( A, i� ) C too, I.- 4 9 r e4 -CAI 604 cw 611 Pi .0 a') wobf 1441P i L STRUCTURAL CALCULATIONS CORNERSTONE STRUCTURAL ENGINEEiRS, INC. 7 MAKSNA COURT PETALUMA CA 949-94 V707-7.91-3150 P707-791-0701 More Information On S-5! Clamps S-51 Clamps Page I of 3 Modem standing seam products boast that by design, fastenings through the weathering membrane are greatly reduced or elliminated. But when it becomes necessary to attach something to the roof, there has never been a way to do it without compromising roof integrity and violating system warranties. Such attachments are often the source of leaks, panel corrosion and repeated maintenance. S-5 clamps offer a solution to the many varied attachments of ancillary rooftop accessories such roofs. Some of these ancillaries include solar panels, signage and advertising banners, HVAC equipment, gas piping, conduits, rooftop lighting, fascias and equipment screens, parapet bracing, condensate lines, stack & flue bracing, antennae, and roof walkways. For some examples skip to the bottom of this page and click on "S-5 Clamp Applications". 2" S -5-U A variety of S-5! clamp styles are available. The S -5-U (illustrated above) will fit most "structural" and "architectural" panel seam styles. The S -5-Z is specially designed to fit ZipRib, Kal-Zip, and similar profiles. The S-5-13 is a brass clamp, designed for use on double folded standing seam or traditional batten seam copper. The S -5-E is an aluminum clamp designed to fit traditional double folded standing seam profiles. Custom and special clamp inquiries are also invited. Aluminum clamps are metallurgically compatible with bare or painted galvanized, Galvalume, Aluminized, and Galfan coated steel, as well as bare or painted aluminum, stainless and zinc sheet products. In most applications the clamp should be installed at a location on the sewn which avoids the panel's attachment clip location. S-5 clamps may also be used at a clip location, provided that the clip is an expansion (dual -component) clip All aluminum clamps are fin-nished with stainless steel bolt and washer (3/8" diameter x 5/8" length: bolt head size is 9/16"). For more detailed installation instructions, click on "Clamp Installation" at the bottom of this page. S-5 Clamps attach to the panel seam by the tightening of two "bullet nosed" stainless steel set screws against the seam material. This is usually done with an industrial grade sc'rewgun (rated at. 115 inch - pounds). The set screws compress the seam material against the opposite wall of the clamp. They may sligh'tl� "dimple" the seam material, but will not penetrate it. Threaded holes in the clamp (and stainless hardware provided) enable the easy attachment of various ancillary items to the clamps. http://www.dynamicfastener.com/moreinfo.htm 4/19/2004 S -5-U A variety of S-5! clamp styles are available. The S -5-U (illustrated above) will fit most "structural" and "architectural" panel seam styles. The S -5-Z is specially designed to fit ZipRib, Kal-Zip, and similar profiles. The S-5-13 is a brass clamp, designed for use on double folded standing seam or traditional batten seam copper. The S -5-E is an aluminum clamp designed to fit traditional double folded standing seam profiles. Custom and special clamp inquiries are also invited. Aluminum clamps are metallurgically compatible with bare or painted galvanized, Galvalume, Aluminized, and Galfan coated steel, as well as bare or painted aluminum, stainless and zinc sheet products. In most applications the clamp should be installed at a location on the sewn which avoids the panel's attachment clip location. S-5 clamps may also be used at a clip location, provided that the clip is an expansion (dual -component) clip All aluminum clamps are fin-nished with stainless steel bolt and washer (3/8" diameter x 5/8" length: bolt head size is 9/16"). For more detailed installation instructions, click on "Clamp Installation" at the bottom of this page. S-5 Clamps attach to the panel seam by the tightening of two "bullet nosed" stainless steel set screws against the seam material. This is usually done with an industrial grade sc'rewgun (rated at. 115 inch - pounds). The set screws compress the seam material against the opposite wall of the clamp. They may sligh'tl� "dimple" the seam material, but will not penetrate it. Threaded holes in the clamp (and stainless hardware provided) enable the easy attachment of various ancillary items to the clamps. http://www.dynamicfastener.com/moreinfo.htm 4/19/2004 More Information On S-5! Clamps Page 2 of 3 The S -5-U (our most popular clamp) will work on both vertically oriented seam styles as well as horizontally oriented searns. (Click on "Installation Instructions") for diagrams showing clamp orientation on various searns. All loads incurred by the S-5 clamp will be transferred to the panel seam. Panel attachnient and structural characteristics must be adequate to withstand such loads. Due to the widely varied seam types, gauges, material types, attachment methods, and possible S-5! applications, the manufacturer does not express any opinions as to the suitability of S-5! for any specific application or condition, and assumes no liability with respect thereto. Clamps have been laboratory tested on various seam types, profiles and materials for ultimate failure loads parallel to panel seam ("drag" type loads). For critical installations these tested load-to-Tailure results are available from your distributor. Appropriate factors of safety should be employed and screw tension verified when relying on these test results. S-5! may yield low 16ad-to-failure results and therefor may not be suitable for use on some "applied cap" architectural type seam styles. Point load limits normal to the panel surface (both positive and negative) are a function of the beam strength and/or attachment of the panel, and exact placement of the clamp (e.g. mid -span, or directly above a panel attachment point). In most cases, the holding streng th of the S-5 clamp exceeds the breaking strength of the roof panel attachment clip (negative load applied normal to panel), therefor load -to -failure of the attachment clip governs. This information should be available from the panel manufacturer. Most steel and aluminum "structural" panel seam types will withstand very significant point loads (above 500# applied normal to the seam) before buckling failures occur. On such style panels we recommend no more than 250 pounds (normal, positive) !1lowable per clamp location. S-5! and S-5 are trademarks of Metal Roof Innovation, Ltd.- Galvalume is a trademark of BIEC International. Aluminized is a trademark of Armco, Inc. Galfan is a trademark of ILZRO. ZipRib is a trademark of Merchant & Evans. Kal Zip is a trademark of Hoogovens Aluminiurn Building Systems. S- 5 products are protected by multiple U.S. and foreign patents. lHome -5! Clam s [ lamp nstallatio S ications [S _C_ __ C—mp-- S ecif I http://www.dynamicfastener.com/moreinfo.htm 4/19/2004 S-5 Applications S -5-U Clamp Page 1 of 2 What profiles will the S -5-U fit? The S -5-U clamp will fit most standing seam profiles on the market today, including both "architectural" and "structural" types. When in doubt about a particular seam or profile, check the dimensioning of the seam and compare with the critical dimensions shown at right. % 3-N Nii I kAv The S -5-U measures 1.5" x 1.5" x 2.0" The bolt measures 3/8"-16 x.709" (flat washer also furnished) There are a few profiles which are 11marginal.*" One example is Copper Sales UC -4 (at left). Theclamp will fit over this profile, but must be slipped on from the end and then carefWly moved to its desired location. Another example is TCA" Berridge "Cee Lock." The S -5-U will fit this profile, but it may have to be forced down until it snaps over the seam profiling (far left). A few profiles may require some minor modification to the seam prior to clamp installation. The Fabral "Snap Rib" is an example. To use on this profile, the cap must be field notched. This procedure is described by Fabral in their S-5! user information guide booklet. http://www.dynamicfastener.com/faql.htm 4/19/2004 S-5 Applications Page 2 of 2 I=& Criap -' at danp locatiolk Another profile that may require some modification is the "Armco Steelox" and similar horizontal seams, on which the seamer does not completely close the seam, but only partially so. The dimensioning on these seams is such that the clamp will not slip over the seam (above left). Some hand crimping at the clamp location will resolve this problem. This can be done by hand with a pair of ViceGrip tinners, pliers or hand tongs. This method works well if there are only a few clamps to install. If there are many, a better crimping tool is available from S-5! distributors which makes this crimping much more expedient. .[!Lome]. S-5! ClaMD . ClaMD Installation].[$ ecifications 2�1 [jDLstrift-(1-quLLj5fl. [S-5 Applications [EWIU51 U http://www.dynamiefastener.com/faql.htm 4/19/2004 'S-5 Clamps Page I of 2 S-5! Clamp Installation When attachin clamps to seams which are machine folded (regardless c 9 panel profile and geometry), the S -5-U clamp is designed to engage the seam as shown ("d"). For horizontal seam applications, set screws must I accessible from the top for tightening ("a"). On many snap together type seams, the set screws are opposite the open, or overlap side of the seam ("b"). On some type panel seams, this aspect of clamp orientation is not critical ("c", "e"). BOTH SCREWS SHOULD BE IN THE SAME SIDE OF THE CLAMP NOTE: Some horizontal seams may require additional hand crimping at clamp location. Consult your S-5!distributor for crimping tool informatit Determine which Side of the clamp to load the set screws into, and assen both set screws into the same side of the clamp, being careful that the bo hole will be in the desired (upslope or downslope) orientation, with the s screws on the correct side of the seam. NOTE: S -5-U has four set screw holes to make the clamp more versatih Only two are used in any given installation. Position the clamps appropriately on the panel seam. Using a 3/16" allen wrench attachment tip for a 1/4" drive screwgun, tighten and retighten s( screws as the seam material compresses. (These screwgun tips are availa from your S-5! product distributor). On low seam profiles, a 4" bit extension -on the screwgun will facilitate this work. http://www.dynamicfastener.com/install.httn 4/19/2004 Most industrial grade screwguns are rated at 115 inch -pounds tightening torque and will deliver between 115 and 15 0 in -lbs (13 -17Nm) at the highest torque settingafl , ?.Ig -see ulimate Joad. table for proper screw. tensions and caution notes for various panel seams. CAUTION: Battery-operated guns may not deliver consistent screw tension. Drywall guns may not deliver adequate tension. Page 2 of 2 Please use this product responsibly .[j1_omej.[S-_5!ClampAj.[ClaMD Installation]..[-Specifica ons] http://www.dynamicfastener.conVinstall.htrn 4/19/2004 ��J UU. 40 L0100�JO-IOD:) Technical Infbrmation UYN"1111- r�_�IUNLK �'Aut Ul CORNERSTONE STRUCTURAI, Page 6 of 10 ENGINEERS, INC. APR 1.1 2004 rctm to top RECEIVEi> S-5 TENSILE PULL TEST MACHflVE: Univer5al or tensile testing machine, having a test bed of at least 14 in. sq., and travel of not less than 30"; capacity of 6,000 pounds or greater, speed of .25 inch per minute. APPARATUS: The apparatus consists of 1/8" steel plate measuring approximately 14" x 30". The plate is reinfbrced as necessary with angle, tube or channel to prevent its buckling, warping or twisting when under tension loads parallel but offset fi)om its surface. The apparatus is securely anchored to the test table along the 14" dimension, and sufficiently braced to the table to prevent excessive deflection during the test. SPECIMEN. The teA specimen shall consist of a section of a typical panel seam of the desired panel material as reported on the "Specimen Information Sectiore', which is 30" (+-) in length to conduct tensile pulls with different clamp locations along the panel seam. The tow width of the specimen is at least 10" and not more than 16". The seam is to be mated as generally pmscribed by its manufacturer or user in a normal installation, exclusive of any attachment clips. If the joint is normally machine seamed on site, the provider ftunishes same in a seamed condition, using the same type seaming machinery, methods, tools, equipment, etc. as would-be -used in actual field assemblies. SETUP: Attach the specimen to the apparatus using # 12 or # 14 self drilling screws along and adjacent to the panel seam in sufficient quantity and spacing so as to prevent failure of the panels' attachment to the apparatus during the test. In -the case of a specimen having a finished seam oriented in the vertical position, the clamp is fitted to the seam so that the set screws push the seam material into a position such that the protrusion at the bottom of the clamp "throat" engages the base portion of the rolled side of the seam. For seams not having a "rolled" seam, the orientation of the clamp is not critical. In the case of a specimen having a finished seam in the horizontal position, the S-5 clamp(s) are attached to the seam so that the set screws are above the scam and accessible for tightening. Up to three 8-5 clamps may be tested on the same panel specimen. Place clamps on the panel seam, evenly spaced from each other,- and so that the end of the lower clamp on the specimen (most leeward from load) is a minimum of 6" from the lower end of the specimen. The set screws of the clamps are tensioned to the stated tension using a torque vimuch. Unless other specific instruction is given, tighten and verify all clamp set screws to indicated tension. Sequentially retighten set screws if necessary as panel seam material compresses. Mark the location of the clamp(s) on the panel seam so that any differential movement between seam and clamp can be monitored. PROCEDURE: Securely fasten the load cell arms to the hole(s) through the S-5 clamp using 7116', or 3/8" diameter bolts as appropriate for the hole size. Beginning at the lowest clamp (closest to test bed), load each clamp with upward pull at .25 inch per minute (parallel to seam) until failure*. Photograph the specimen after testing. REPORTING: Record the tensile value in pounds at the failure* point along with the fitilure* mode for each S-5 clamp tested. Calculate and record "mean" values. Note any unusual observations of the specimen during testing, as well as a verbal description of the specific failure* observed if it is other than type "N' or "B". Record the date of test, date of report, name of lab, name of technician, and ,�-11/94/1999 00:43 18163589899 6YNAMf C' �'AS,,,,TE,_,,N,E,R PAGE 02 Technical Wormation execute the completed data sheet. Page 7 of 10 *FAILURE: For the purpose of this tes4 any of the following occurrences shall be considered "failure-: A. Disengagement of clamp from panel seam B. Clamp displacement of a distance of more than 8 millimeters (3151t) C. Breakage or ftacturing of clamp or fasteners D. Strippage, of the clamp set screws E. Fracturing of any am of panel seam F. Buckling or any other structural or severe cosmetic damage to panel seam retyrn to top S-5 Clamp Ultimate Loads on Various Panel Seams .S_5 Panel f4fgr. Panel Thkns& Finish Screw Ult. Std. Failure Clamp Name Wat'l tens mean Dev Mode B Revere CR double fold 16 oz mill 11.5 1,497 F copper ss U AEP Span High Seam .024 steel PVDF 115 1,721 152 B/F U ATAS MIRD-150 ..032 alum PVDF 115 1,486 231 B/F U ATAS MRD -150 .024 steel PVDF 115 1,367 228 B/F U Butler NM4 .024 steel Galvmel 15 2,114 42 B U Copper Sales UC4 .024 steel PVDF 115 1,883 236 B/F U Fabral Slim Seam .032 alum PVDF 115 IX9 135 F U MBC1 BattenLok .024 steel PVDF 115 1,558 285 F U Merchant & Jntorlock . .040 alum PVDF 115 2,026 108 B/F Evaus U Merchant & Interlock* .032 alum PVDF 60 17267 113 B/F Evans ij Merchant & Interlock .024 steel PVDF 115 2,419 180 D/F Evans U Merchant & #305 .040 alum PVDF 115 1,902 26*5 F Evans U Merchant & #305 .032 alum PVDF 115 1,653 154 B/F Evans U Merchant & #305 .024 steel PVDF 115 1,915 47 B/F Evans U Merchant & #306** .040 alum PVDF 115 713 163 A/B Evans U Merchant & #306** .032 alum PVDF 115 802 153 A/B Evans U Merchant & #306* .024 steel PVDF 115 748 74 A/B Evans Sure Lock U NU -TECH li .024 steel PVDF 115 2,349 77 B 'KA—U.— 1/ "4/ L D j :3 . "I:j . L4.L 1010.306:)OD-i �9!5iENtK rouL ui More Information On S-5 Clamps rage i . oi -) The S -5-U (our most popular clamp) will work on both vertically oriented scam styles as well as hoiizontally oriented scams. (Click on "Installation Instructions") for diagram showing clamp orientation on various seams. All loads incurred by the S-5 clamp will be transferred to the panel scam. Panel attachment and structural characteristics must be adequate to withstand such loads. Due to the widely varied seam types, gauges, material types, attacbjrnent methods, and possible S-5! applications, the manufacturer does not express any opinions as to tho suitability of S-5! for any specific application or condition, and assumes no liability with respect thereto. Clamps have been laboratory tested on various scam types, profiles and materials for ultimate failure loads parallel to panel sewn ("drag" type loads). For critical installations these tested load-to-fallure results are availab ' le from your distributor. Appropriate factors of safety should be employed anA_.-,` screw tension verified when relying on these test resulls. S-5! may yield low load -to -failure results and therefbr may not be suitable for use on some "applied cap" architectural type seam styles. Point load limits normal to the panel surface (both positive and negative) are a function of the 6eam strength and/or attachment of the panel, and exact Placement of the clamp (e.g. mid-sPan, or directly above a panel attachment point). In most cases, the holding strength of the S-5 clamp exceeds the breaking strength of the roof panel attachment clip (negative load applied normal to panel), therefor load-to-Wlure of the attachment clip governs. This information should be available ftom the panel manufacturer. Most steel and aluminum "structural" panel seam types will withstand very significant point loads (opyc 500# applied normal to the seam) before buckling failures occur -On, such stylp panels we reconunend no more than 250 pounds (normal, positive) allowable pex clamp location. Oaffim is a S-51 g1ld S-5 &MtMd=Wk%6fMCWjRWfj--stj9n, Lid, G&Mhma is a tmdmmk Ahmirtiz*44 a trsdamakofAmw.bw tradcmak or.UZRO. ZipRb is a trademA* ofMcmhant & Evans. Kai Zip is a "demaik offlongawas Alwr%iAium Buildiltil Systcw- S-5 pmducts In prot-lod by uvAtipW U.S. And f�i5m paenu. http://www.dyliatnicfastener.corWmoreinfo,htm 10/l/99 DESIGN CRITERIA : WIND: 100 mph (Importance factor - 1.15) ICE: 0.50' radial SOIL: Per Applied Testing Consultants, doted January 11, 1999 LOADING CASES : 1. Wind from 00, 0.00' ice, wind load factor -1.000 2. Wind from 30°, 0.00' ice, wind load factor -1.000 3. Wind from 0°. 0.50' ice, wind load factor -0.750 4. Wind from 30°, 0.50' ice, wind load factor -0.750 BAY TOWER ELEV. (FT) BAY DEAD LOAD (KIPS) BAY WIND LOAD (KIPS) (3) 100 0.35 0.63 DV20 95 0.49 1.24 90 0.40 1.15 85 0.56 1.14 80 0.40 1.13 DV20 75 0.49 1.11 70 0.40 1.09 65 0.57 1.07 60 0.41 1.04 DV20 55 0.53 1.01 50 0.43 1.00 45 0.60 0.98 40 0.50 1.03 ET 35 0.76 ^ +� 30 0.59 1.10 25 0.78 1.11 20 1.06 1.66 FT 11 1.80 2.39 0 0.89 1.34 ANTENNAS ANT. WIND LOAD (KIPS) 1. (1) Telewave ANT15OF6 at 100' agl 0.39 (3) V mounts at 100' ogl (one on each leg) 2. (1) Decibel D6437 at 80' agl 0.00 (3) V mounts at 80' ogl (one on each leg) 3. (3) Diamond X200A at 60' ogl 0.01 (1) AS ASPA244 at 60' ogl 0.62 (1) AS ASP816 at 60' agl 0.43 (3) V mounts at 60' ogt (one on each leg) 4. (1) 10'0 std. at 55' agl oz = 0° 0.63 5. (3) Diamond X200A at 40' agl !?.00 (1) Decibel D6437 at 40' ogl 0.11 (1) AS ASP816 at 40' ogl 0.00 (3) V mounts at 40' agl(one on each leg) 6. (1) AS ASPA244 at 20' agl (1) V mount at 20' ogl (on west leg) WIND ANGLE /A ze PLAN 1hommew��� IZME . . FA F1 -� 13' - 0" F - ELEVATION VG3 02 /G 1 102 JG2 Vol VG1 Vol TG3 TD3 TG1 T01 FTG1 TG1 TO1 MATERIALS & CODES STRUCTURAL STEEL: ASTM A36 & A53 GR.B (46 ksi minimum) ERECTION BOLTS: ASTM A325X & SAE GR.5 ANCHOR BOLTS: ASTM A572 or A588 GR.50 STEEL: AISC 9TH EDITION CONCRETE: ACI 318-95 INDUSTRY: EIA/TIA-222F & CCR TITLE 24 PART 2 ANT. DEAD LOAD (KIPS) ANT. WIND LOAD (KIPS) MAXIMUM TWIST OR SWAY (DEGREES) 0.39 1.73 0.39 0.00 0.52 0.39 0.00 0.01 0.39 0.33 0.90 0.39 0.01 0.02 0.35 0.62 1.16 0.34 0.43 5.07 0.33 0.01 0.01 0.25 0.63 0.96 0.21 !?.00 0.07 0.17 0.11 0.37 0.08 0.00 0.01 0.03 TOWER MODEL: 108-1-860-100 NOTES: 1) Bay wind loads and dead loads include effects of tower members, access ladder, waveguide ladder and transmission lines. 2) Worst case antenna wind shear has been applied in the two wind directions to obtain maximum tower member stresses. 3) An '*' indicates that girts are internally braced at this level. 4) Maximum twist/sway at 70 MPH wind loading is .190 < .480 allowable for a 10' diameter antenna operating at on assumed frequency of 11 GHz. rnSTRESS ANALYSIS /oY�ol'EssiQ, Z BUTTE COUNTYRIAN 0 SITE: 31 COUNTY CENTER, OROVILLE, CA. �, cJU o �� BY JP � W CK clvi\-In3575 25TH STREET SE, SALEM, OR 97302 DAT 2 R99 \OFCA1-SFO MAIN: (503)363-9267 FAX: (503)316-2040 S.O. 41851 a m i a m a n brM n o < � Z � 0 i LA rn 10 The method used to analyze this tower structure is based upon a computerized direct element stiffness matrix technique (Ref. 1). properties and is based upon the following formulations: This technique assumes elastic material (P) _ [K] (X) where (P) - applied nodal loads [K] = structural stiffness matrix (X) = nodal displacements This equation is solved for (X) by means of acal�ulnled te member Jendaforcleslnanldnmomentque. The nodal displacements ore then utilized to Microflect's implementation of this technique allows for three-dimensional frames with nodal loads. Truss members may be input by specifyingobQ� displacements.pmoment releases. Supports and/or support settlements may be input by specifying The resulting computer output consists of nodal displacements, member end forces and moments, and support reactions. RAL ANALYSIS, 2nd Edition, Chu -Kia Wang, International Ref. 1: MATRIX METHODS OF STRUCTU Textbook Co., Scranton, Pennsylvania, 1970 DVG4x DVG3 DIAGONAL MEMBERS: /16 1 3/4x1 3/4x 1/4L41 4% LOAD CALCULATIONS FOR CRITICAL MEMBERS x 2 x 3/16 1.43 DVG1 6.12 98051161.05 1/2x2x3/16-r- .600 85.5 DVD2 BOLTS MEMBER F.S. TO MEM. SECTION TYPE L r KL/r AREA FC A ALLOW. LOAD QTY. -DIA. t SHEAR ALLOW. BEARIALLOWNG AXIAL LOAD (Kips) AISC ALLOW 2 x 2 x 1/8 DVD1 (In) (In) (In2) (Kips) 94.0 1.08 16'7 7.26 LEG MEMBERS: 12.Z 18.4 10.6 1.15 68.6 1.11 DVL PIPE 4.500 od x 0.237w 60.0 1.51 39.8 3.17 76.2 112 1.28 TTL PIPE 6,625 od x 0.280w 57.1 2.25 25.4 5.58 143 .787 134 1.34 FTL IPIPE 6.625 od x 0.432w 130 2.20 59.4 8.41 180 9.2 19.2 1.23 FTD1 DVG4x DVG3 DIAGONAL MEMBERS: /16 1 3/4x1 3/4x 1/4L41 4% DVG2 2L's 2 x 2 x 3/16 1.43 DVG1 6.12 98051161.05 1/2x2x3/16-r- .600 85.5 DVD2 L 2.500x2.500x0.188w 69.3 .495 140 .900 6.87 E1-E5/E8* 1/2x2x3/16-� P3/16 FTG1 2L's 2 x 2 x 1/8 DVD1 PIPE 2.375 od x 0.154w 74.0 .787 94.0 1.08 16'7 7.26 11.6 5/8' 12.Z 18.4 10.6 1.15 ET03 PIPE 2.375 od x 0.154w 78.5 .787 99.7 1.07 15.5 1_5/8' 3/8 12.2 18.4 9.74 1.25 ETD! r�'iPE 2.375 od x 0.154. 81.6 .787 ` 104 1.07 14.7 1 - 5/8" 1/2 32.6 36.8 9.2 19.2 1.23 FTD1 PIPE 3.500 od x 0.216w 138 1.16 119 2.23 23.7 2 A - 5/8' DVG4x DVG3 LGIRETMEMBERS: 2L's /16 1 3/4x1 3/4x 1/4L41 4% DVG2 2L's 2 x 2 x 3/16 1.43 DVG1 2L's 2 1/2x2x3/16-r- .600 85.5 ETG3 2L's 2 1/2x2x3/16-r- 5 ETG1 2L's 2 1/2x2x3/16-� 5 FTG1 2L's 2 x 2 x 1/8 6 7.26 22.2 /8' 3/8 12.2 .8 .977 83.2 1.43 �.0 .865 139 .844 ).5 .977 85.6 1.43 0.5 .600 82.5 1.62 1.3 .600 85.5 1.62 5.9 .600 93.2 1.62 4.9 .627 104 1 .968 21.5 1 - 5/8' 3/8 12.2 18.4 1.03 11.8 6.51 1 - 5/8' 1/4 8.16 18.4 1.03 6.32 21.1 1 - 5/8' 3/8 12.2 18.41.93 24.1 /8' 3/8 12.2 18.4 1.03 11.8 23.6 /8' t2- 3/8 12.2 18,4 1.68 7.26 22.2 /8' 3/8 12.2 18.4 1.68 7.26 11.6 5/8' 1/4 16.3 36.8 2.01 5.77 NOTE: ALLOWABLE STRESS INCREASE FACTOR (PER EIA/TIA 222-F, SECT. 3.1.1.1.) 1 D n = n m 0 n Lo Cr 0 0 M n Z < M N N 0 Z o (n D m x M STRESS ANALYSIS Z -+ BUTTE COUNTY SITE: 31 COUNTY CENTER, OROVILLE, CA. 0 N 0V3575 �/7 °t- V„ BY P n l�U��QG��DATE CK a 25TH STREET SE; SALEM. OR 97302 MAIN: (503)363-9267 FAX (503)316-2040 1 R99 S.O. 41851 D n = n m 0 n Lo Cr 0 0 M n Z < M N N 0 Z o (n D m x SLAB FOUNDATION DESIGN: (Ref: D-104219) f 0 J r :Z • LLm J LA J LU I J LL LL0 O = O CAP SIZE (SOUARE) i _ TOWER FACE WIDTH TOP BARS FINAL GRADE INVERTED STIRRUPS W a TIES u r i=F=„ BOTTOM BARS m O� Orr N • • • • • • • • 17 SLAB WIDTH (SQUARE) DIMENSIONS: Slab width = 21.0 feet Slab thickness = 60.0 inches Cap height = 12.0 inches Cap size = 30.0 inches Tower face width 13.0 feet Number of tower legs = 3 Depth of fill = 0.000 inches Depth from final grade = 0.000 feet to slab bottom TOWER BASE REACTIONS: Overturning moment = 1887 ft -kips Total tower shear = 33.9 kips Maximum leg shear = 20.6 kips Tower weight = 14.5 kips OUTPUT SUMMARY: Stability ratio = 1.53 OK Net soil bearing pressure = 2.46 ksf OK Volume of concrete = 82.4 cu. yds. Slab . two-way shear: OK Slab beam shear. OK MATERIAL PARAMETERS: Allowable net soil bearing pressure = 2.55 ksf Soil factor of safety = 2.50 lq_ult/q_all) Concrete compressive strength = 3000 psi Rebar yield strength = 60000 psi Density of concrete - 0.150 kcf Density of soil = 0.100 kcf Density of fill = 0.000 kcf Allowable stress increase factor = 1.00 NOTES: 1. If 'depth of fill' or "depth from final grade to slab bottom" are not known, they are conservatively assumed to be zero. 2. This design methodolgy assumes a rigid slab (Ref. ACI 336.2 R-88). 3. Ref: Soils report by Applied Testing Consultants dated January 11, 1999 REINFORCEMENT REQUIREMENTS: (ASTM A615 Gr. 60) Minimum reinforcement areas: Tap bars = 11.96 sq. inches, Bottom bars = 15.26 sq. inches. Top bars. Use 20-u7 (each way) ® 12.95 inch spacing, length = 20.00 ft., total weight = 1676 lbs. Bottom bars: Use 20-u8 (each way) ® 12.95 inch spacing, length = 20.00 ft., total weight = 2189 lbs. Use 3-u4 Ties, 24 in. sq. ® 12 in. spc. (per cap), double ® top. Use 4-u5 Inverted Stirrups, 31 in. x 21.5 in. x 31 in. (per cap). 0 CA STRESS ANALYSIS M Z M BUTTE COUNTY n M o SITE: 31 COUNTY CENTER, OROVILLE, CA. Z N °J o rn M 0 N al °CK BY JP -n • R20Q )` 0M�gv V35 0 25TH STREET SE, SALEM. OR 97302 DATE 1 P 99 -u,75 Q MAIN: (503)363-9267 FAX. (503)316-2040 5.0. 41851 I C Itl In 7 1 6 % . _1 r- 21' - 0' NO SCALE 0 W B T1 (_ C6 5 ( 611- 1.5' dia. bolts x 48' ANCHOR BOLTS SEE DETAIL 12' 0 . BOLT -_IRCLE fes' 6e TO TOWERt CENTER A KIrL.1r)D ❑1r1I T DETAIL NO SCALE TOP OF W/G AD. T-6" FOUND. TO B Type LEVEL WITH )P Rebar Spacing OF TOWER MS. Weight (lbs) Oty !RE% UJ c 3 a F- UL o (10db) O N A tt7 LF 20'-0' 9• 3000 psi WAVEGUIDE LADDER FOUNDATION PLAN NO SCALE FACE CENTER t5)1/2* REDHEAD ANCHOR REF SEE NOTE #5 i� 4- #4 REBAR, TOP 1' CHAMFER m V 3- #4 REBAR. BOTTI SECTION F -F NO SCALE A►.IrHOR BOLTS iMFER CORNERS )BLE TIES 0 TOP (3)-tt4 REBAR TIES EQUALLY SPACED ON PIER HEIGHT, APPROX. INVERTED STIRRUP DEFORMED 7 21' - 0 ' SQUARE SECTION 3/8' - T-0' M "'�` r t y5 t�j v'�•: t �a�'. �i`f zlrt�l5i r? ;i:t£fR Lit ►AML. I G r. l� V.fz t o .� grz� €q? T/J v .. , ,, V G ,C•s y ? Oi's�1 �° !1, $e' r3e'daars ♦.!r"":�A �i�:t';li,.aa�.�f �f"2 ;8 r".:�e�: �i'�' x�4»r. �, �.'w 5 4 2'-0' TIE 3 DWG NO. D-104219 ZONE I REV •o. I 0 o 0 04 . . o 3' MIN. -+►� 4 u5 INVERTED STIRRUPS COVERAGE SECTION B -B NO SCALE BASE PLATE DOUBLE NUT ANCHOR BOLT g F.W. _ I – Z O F DRY PACK o w AFTER TOWER o IS ERECTED. d o DRAIN PLATE I LEVELING NUT DRAIN PLATE INSTALLATION NO SCALE EXTREME CARE SHOULD BE TAKEN TO ASSURE THAT ALL LEVELING NUTS ARE LEVEL WITH RESPECT TO EACH OTHER PRIOR TO ERECTION OF THE TOWER. I ! 3'_0• T-6' T-6' TOP OF LADDER FOUND. TO BE LEVEL WITH TOP TOWER OF TOWER PIERS. LEG RH5 REF o N in a ''rr l= %0 11 1/8' 11 1/8' CLIMBING LADDER FOUNDATION PLAN NO SCALE 3 -LEG RH5 1/2' REDHEAD ANCHOR REF 1' CHAMFER 5 EACH WAY 3- u4 REBAR m SEE NOTE #5 SECTION C -C NO SCALE NOTE: THIS LADDER PAD IS NOT REQUIRED IF THE TOWER SLAB IS RAISED 6' ABOVE GROUND LEVEL, ELIMINATING THE ANCHOR BOLT PEDESTALS. f C WILDING DI SHREV 1 1 REVISIONS DESCRIPTION DATE APPROVED GENERAL NOTES: SLAB 1. Prior to excavation, check the area for underground facilities. 2. All reinforcing shall be deformed bars conforming to ASTM A615 Grade 60 (60,000 psi min. yield) and shall be provided by the foundation contractor. 3. All concrete shall have a minimum compressive strength of 3,000 psi 0 28 days. The requirement for the concrete shall be as given in the ACI 'Building Code Requirements for Reinforced Concrete', ACI 318, the latest edition. 4. Concrete shall be placed against undisturbed soil to the depth indicated on the foundation drawing. The portion above grade shall be formed. If an area is excavated beyond the limits shown, this volume shall be tilled with concrete or formed. After the forms are removed, the excess excavation shall be replaced and compacted. 5. The tops of pedestals at the some elevation shall be level with each other within 1/4 inch. Trowel tops of pedestals smooth. If slab is raised above grade, pedestals are not required. 6. Concrete is assumed to weigh 150 pcf. 7. Dry Packing Procedures: Mix 2 parts sand, one part cement, and add just enough water to allow molding a shape by hand. Restrict the water content to a minimum . (This minimizes the possibility of shrinkage when the mortar, dry -mixed for maximum density and strength, is packed in place.) The packing shall be done by hand, ramming with bars or caulking tools, or a combination thereof. 8. Estimated concrete volume - 82.4 cu. yards. 9. Design based on the following loads: Overturning Moment = 1887 k -ft. (Overturning Safety Factor a 1.53 ) Total Shear - 33.9 kips Max. Toe Bearing Pressure - 2.46 ksf Total Weight - 14.5 kips 10. Ref: Soils report by Applied Testing consultants, dated January 11, 1999 REINFORCEMENT STEEL SCHEDULE Sym Type Rebar Size Rebar Spacing Dimensions Weight (lbs) Oty a b c d (10db) 1 A tt7 13' 20'-0' 60 3000 psi 13 13 1676 40 60 3000 psi 17 17 2 _ A u8 13' 20'-0' 22 28 #6 60 21A9 40 26 — #7 60 3 E tt4 EQUAL 2'-0' 2'-0' 3000 psi 2' 5' 54 9 60 4 C tt5 63 T-9 1/2' 2'-7' 2'-7' 3 3/4" 57 87 12 60 3000 psi 5 A tt4 T-3' 2'-6' 10 6 6 A tt4 6• 1'-0' 4 4 7 1 A tt4 6' T-6- 4 1 3 TOTAL STEEL WEIGHT FOR COMPLETE FOUNDATION INSTALLATION - 4024 a a typ O O d6 Rebar Lap Splice'. ACI 318-95 Rebar Rebar Specified Overlap (inches) Size Grade Concrete Vert Bottom Top 2 1/4' 3' 3 3/4' 4 1/2' 5 1/4' 6' 9 1/2' 10 3/4' 12' 1 1/2' 2- 2 1/2' 4 1/2" 5 1/4" 6' Strength Horiz Horiz #3 60 3000 psi 13 13 17 #4 60 3000 psi 17 17 22 #5 60 3000 psi 22 22 28 #6 60 3000 psi 26 26 33 #7 60 3000 psi 38 38 49 #8 60 3000 psi 43 43 56 #9 60 3000 psi 48 48 63 #10 60 3000 psi 57 57 75 #11 60 3000 psi 71 71 92 Splicing is an alternative to specified material listed in rebar schedule. Grade 60 Rebar Ref. LB2826 Size ASK # Wt/ft 10db d* d** #3 u4 #5 #6 #7 #8 #9 #10 U11 11-97203 11-97204 11-97205 11-97200 11-97207 11-97208 11-97209 11-97210 11-97211 1 0.38 0.67 1.04 1.50 2.04 2.67 3.40 4.30 5.31 2 1/4' 3' 3 3/4' 4 1/2' 5 1/4' 6' 9 1/2' 10 3/4' 12' 1 1/2' 2- 2 1/2' 4 1/2" 5 1/4" 6' 5' * Refers to ACI standard hook detail chart *+� Refers to ACI stirrup hook detail chart APR 2 7 1999 A Exp• ^ G! 1 CIVIL QF CAl•�Fo// UNLESS OTHERWISE STATED CONTRACT N0. DIMENSIONS ARE IN INCHES oa o � SAL 25TH STREET SE ���� LI. SALEM, OR 97302 f Varirliail i'ar�7 MAIN: 0 6 TOLERANCES ON U��]��`��J FAX. (501316-2040(503)363-9267 FRACTIONS DECIMALS ANGLES MICROFLECT : 1/16 XX: . 00_30' SALES ORDER 41851 SLAB FOUNDATION INSTALLATION 'XXX* DRAWN BY JP DATE 22APR99 BUTTE COUNTY SHERRIFF'S OFFICE CHECKED BY DATE 27APR99 SITE: 31 COUNTY CENTER, OROVILLE, CA. SIZE FSCM NO. DWG NO. R 29189 A P P R O ♦ll D ' 0 SCALE D-104219 4 SHEET !� 1 OF 1 3 2 1 N- is `7i BUTTE COUNTY WEST FACILITY GROUND MOUNT 388 KW PHOTOVOLTAIC SYSTEM (204) Circuits of (12) Modules each NT—S5E1 U Sharp 185 Watt Modules 2448 modules (total) x 163.3 CEC rating 399,758 Watts DC x 96% inverter efficiency 383,768 Watts AC SOUTH WEST �E4sr NORTH 0 water main ar*s fence -�— Highway 70 Highway 70 —�`- �3 fence M to O 4 O O O O m � � � �u i>r• ' water main Scale 3/8" = 1'0" Scale — 1"=30' zrr•e� F-1 TK / ie 0 ie,osH, •�"'" e:a,ix' seg, o..nW�ti ' ,ezziiYsv�, tle s V o oe�a Msw�—d eiaai,�.a cola a..�Mw Adl—b a C.I. hua —1V "x, B On tamer x�{sw, shade distance Hill vary - per locaden Footing distance wlll very as per 1-1. a d ' e e .a1. Scale 1/2" =1-0" e PROPERTY OF SUNIPOWER & GEOTHERMAL ENERGY CO., INC. BUTTE COUNTY INFORMATION THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE BUILDING DIVISION EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. AND APPROVE® SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN p WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. NO. REVISION/ISSUE DATE 1 DRAFT 1/15/04 2 ISSUE 2/24/04 2 Revision 1 26 Apr 04 2 z O -0 O U 00 O 0 LO M Z a z Z :D >, 0) W Q Ld 0 O i a -j C— Of Q O �t z F– 2 z O -0 O U 00 O 0 LO M Z a z Z :D >, 0) W Q Ld 0 O •0 U O U W c10 U— N LU SYSTEM LAYOUT .> O Of West Facility 372.5KW DRAWN BY: 0 d '%— i Of Q W LLI �t z F– W <W0 d0� O >00 LL1 —J N 00 O U LO O OV —j L a Z Q rj Q = J Co . . LL V W Q Ld 0 d z 00 Z) DRAWING TYPE: SYSTEM LAYOUT JOB West Facility 372.5KW DRAWN BY: Craig Stger 415-257-2464 '%— DATE: 4/26/04 SCALE: s �t 9t •:t y x � x 3 N it x dh BUTTE COUNTY -ACIDITY GROUND MOUNT KW PHOTOVOLTAIC SYSTEM (204) Circuits of (12) Modules each NO. REVISION/ISSUE DATE 1 DRAFT 1/15/04 2 ISSUE 2/24/04 2 Revision 1 26 Apr 04 LIJ Z3 0 2448(total) modules� ol--u ma- W (n LLJ / x 163.3 CEC rating I_1_I O of W0 X 1 ) W O z O < �1 QL 70 LO 399,'758 Watts DC Q F- / /-� (/) / of 0 f Ld ww NT—S5E1 U Sharp 185 Watt Modules U Z woz - � O Z wQz��� LIJ Z3 0 2448(total) modules� ol--u ma- W (n LLJ / x 163.3 CEC rating I_1_I O of W0 X 1 ) W O z O < �1 QL 70 LO 399,'758 Watts DC Q F- / /-� (/) / of 0 f Ld ww W W TLLJ W D V 1, 1 - O W cD Lo x 96% iy nverter efficiency O W z ZD ,, 0 O 1U'.1 383,768 Watts AC 86 /L�/l O Q� w0 J w � °' ry W ZZ0D- Qw�w OCj � OOf Z=Z z=v)oQ� o l,w of z =oO=O�-c� (J j Li J mS'O UV)< �- m � � 0 = Z LJ nQ Q W a- O O a- Z c-) 0 , ,_, w W 2 0 2 N c� �Q ww z� Q((no w�O( 2 O U 0) O U —i Lo LLJ Lu Z Q LO Co Q WLQ. LJ0 co In 0— Q0 Z 00 (DRAWING TYPE: Site Plan West Facility 372.5KW Craig Stager 415-257-2464 4/26/04 U Z woz - f -z Q O Z wQz��� LIJ 0 0 x3.- 00 ol--u ma- W (n LLJ / I_1_I O of W0 X 1 ) W O �1 QL (CSI/J (f)= W \0 Q Q F- / /-� (/) / of 0 f Ld ww W W TLLJ W D V 1, 1 - O W rh k LL O ~ CQ Ld 0 W C�-c��c��� 0 O 1U'.1 86 /L�/l O Q� w0 J of� p Q w N Q ry W ZZ0D- Qw�w OCj OOf Z=Z z=v)oQ� O n l,w of z =oO=O�-c� (J j Li J UV)< �- m � � 0 = Z LJ nQ Q W a- O O a- Z c-) 0 , ,_, w W Qza-�ZO I 1— ~� LL1 f1' W wQ-ZO�nw o:�E V) w w w n wDJJ�F- O o�X==wo vzwcn�a.ca n c� �Q ww z� Q((no w�O( 2 O U 0) O U —i Lo LLJ Lu Z Q LO Co Q WLQ. LJ0 co In 0— Q0 Z 00 (DRAWING TYPE: Site Plan West Facility 372.5KW Craig Stager 415-257-2464 4/26/04 P i S rh k xS x: u� EAST � 35 BUTTE EAC I LITY COU JAIL NTY RC KW PHOTOVOLTAl� (72) Circuits of (12) Modules e NT—S5E1 U Sharp 185 Watt Mod 864 modules (total) x 163.3 CEC rating 141,091 Watts DC x 96% inverter efficiencN 135,448 Watts AC BUTTE COUNTY BUILDING DIVISION APPROVED _.-. E12&104 P -17L, ok PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. I CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, .REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. BUILDIN NO. REVISION/ISSUE DATE z �Q WW 0 QZD cco0 �o Q 00W 0 J 0) 0 w L (D < U_ U J Q U 0 z 00 LLJ z ZD J ZD o 0UO Q 2 wILL Of �y) O ZDQ O !iu rr co LL] re a k� r c� �Q WW z� Uj QZD cco0 �o -J Q N 00W 0 a: CO RT 0) 0 w L (D < U_ Z Q rj J co Q � z " U �Q wU) z 00 DRAWING TYPE: SYSTEM LAYOUT EAST FACILITY ROOF 135KW DRAWN BY: Craig Stager (415) 747-0097 n ATC. 5/17/04 !iu J k� r 1 721 Scale 1/2" = 1'-0" Standing Seam Rooftop Mounting Perspective �1 i 01 190' Scale 1/8" = 1'-0" 0LdIIUll%JCdl1l frICLdl ruin lawN ModulePV • Lhd Sharp 185 NT-S5E1U High Efficiency Multicrystal Photovoltaic Modules Physical Specifications Length --62.01" Width --32.52" Depth --1.81" Weight--37.5lbs T -clip Solar module laminate Extruded rail G ~ MEN, Solar module frame Channel nut 81/2" 'Z' Purlin Standing seam Roofing Deck B22 15/" Strut Sttandin Seam Rooftop s g p BUTTE COUNTY EAST FACILITY JAIL ROOF MOUNT 135 IOW PHOTOVOLTAIC SYSTEM ((72) Circuits of (12) Modules each NT—S5E1 U Sharp 185 Watt Modules 864 modules (total) X 163.3 CEC rating 141,091 Watts DC x 96% inverter efficiency 135,448 Watts AC BUTTE COUNTY BUILDING DIVISION APPROVED _--4 17 2004 PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. NO. REVISION/ISSUE DAl 1 1 DRAFT 2/24/04 z 0 ,E J 0 Q J0 � F— W z—z Z Z) ZD o0UO Q w U - LL LLI I— -U j O w CO Cro a_ 0 O�Q ww Ld ZF- Qc�no W > d) 0 0 = m U 0) 0-j LO LLI c-1 U<- � v z Q J CC U W LL z:w� Z 00 W DRAWING TYPE: SYSTEM LAYOUT JOB EAST FACILITY ROOF 135KW DRAWN BY: ATOM MCCAMBRIDGE (415) 747-7039 DATE: 2/24/04 SCALE: SEE SCALES SHEET: East Jail Facility 72 Circuits of 12 Modules = 864 Modules Total (12) Circuits of (12) Modules (24) #10 RHW w/#8 GRD (10) Circuits of (12) Modules (10) Circuits of (12) Modules (10) Circuits of (12) Modules (10) Circuits of (12) Modules (10) Circuits of (12) Modules 1 (10) Circuits of (12) Modules (20) #10 RHW w/#8 GRD (20) #10 RHW w/#8 GRD (20) #10 RHW w/#8 GRD (20) # 10 RHW w/#8 GRD (20) #10 RHW w/#8 GRD (20) #10 RHW w/#8 GRD TRACE 12 Circuit DC Combiner TRACE 10 Circuit DC Combiner TRACE 10 Circuit Combiner TRACE 10 Circuit DC TRACE 10 Circuit DC Combiner TRACE 10 Circuit DC Combiner TRACE 10 Circuit DC (2) w/#8 GRD THHN (2) w/#8 GRD THHN (2) w %#8 GRD THHN (2) w/18 GRD THHN (2) W/#8 GRD THHN (2) #6 Copper THHN w/#8 GRD (2) w/#8 GRer D THHN Connect Energy DC Re --Combiner (8) e0 AmP ruses Input Wiro Size 8 Output wiro Size- 2 MCM Fiberglass, 2440, Noma 3R Connect Energy DC Re—Combiner (2) e0 Amp '9: Input Wire Size #6Output Wire Size- 42 Fiberglass, 2420, Nemo 3R DC DISC (2) 250 MCM Copper THHN w/#2 GRD 2" Conduit DC DISC 00 Am Each module bonded in continous ground loop (2) w/#8 GRD THHN 1" Conduit XANTREX AC 100KW DISC INVERTER UL 1741 IEEE MODEL # PV100208 ;TRANSFORMER 100KVA 208 (Primary) 208 (Secondary) (3) 500 MCM GRD per TfHHN W/#2 — Uffer Ground 4" Seal Tite Conduit XANTREX 45 KW INVERTER UL 1741 IEEE MODEL # PV45208 (3) 1C per THHMI GIRD 1-1/4" Conduit TRANSFORMER 45 KVA 208 (Primary) 208 (Secondary) East Jail Facility System Size 864 Modules X 163.3 CEC rating 141,091 Watts DC x 96% Inverter Efficiency 135,447 Watts AC (3) 500 MCM Copper THHN w/#2 GRD 3" Conduit Breaker Box 400 Amp Breaker 175 Amp Breaker — I — (3) w Copper THHN /#6 GRD 1-1/4" Conduit Uffer Ground Uffer Ground to be 2/0 copper wire bonded to equipment pad rebar, grounding rod, and equipment Square D 600 Amp, 240 VAC, 30 4W Lockable in open position NEMA 3R, D466R AC DISC 600 Amp (6) 4/0 Copper THHN w/#2 GRD 3" Conduit Existing Main Distribution Panel 120/208 30 4W 000 Amp ServicE 500 Amp PV Breaker Sharp NT -185U1 (864) modules Voc -= 44.9 Volts Vmp = 36.2 Volts (12) Panel Array Total Voc = 538.8 Volts (12) Panel Array Total Vmp = 434.4 Volts Short Circuit Current = 5.75 AMPs Maximum Power Current = 5.11 Amps CEC PTC Rating = 163.3 Watts Xantrex PV -100 208 Peak Inverter Rating = >96% Efficiency Continuous Power Rating = 100 kW Nominal AC Voltage = 208 VAC Three Phase Maximum AC Line Current = 316 amps AC Maximum Open Circuit Voltage = 600 VDC Power Tracking Range: 330 to 600 VDC Maximum DC Input Current = 319 Amps DC Kantrex PV --45 208 Peak Inverter Rating = >96% Efficiency Continuous Power Rating = 45 kW Nominal _AC Voltage = 208 VAC Three Phase Maximum AC Line Current = 143 amps AC Maximum Open Circuit Voltage = 600 VDC Power Tracking Range: 330 to 600 VDC Maxim m DC Input Current = 150 Amps DC i Ground I PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. I CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. AND SHALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SUNPOWER & GEOTHERMAL ENERGY CO., INC. ALL RIGHTS RESERVED. NO. REVISION/ISSUE DATE J Z CJ O d Q � 010 W Z °,-' 0) 0 z E'- MLO U O �+U w � o �0 o CL mM0 DRAWING TYPE: SINGLE LINE DIAGRAM JOB BUTTE EAST JAIL FACILITY DRAWN BY: Andy Reimers (415) 747-7039 DATE: 3/30/04 SCALE: NTS 863 E. FRANCISCO BLVD SAN RAFAEL, CA 94901 (415) 459-4201 CA LIC #759086 k x5 %A ryW �S 4 Pat.. id T � a� v .: 863 E. FRANCISCO BLVD SAN RAFAEL, CA 94901 (415) 459-4201 CA LIC #759086 . 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