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HomeMy WebLinkAbout040-400-06441, jO.H.N. GREY ----- ----------- 40-40-64 3025 Southgate Lane, Chico ContR: Modern Building ..Permit#3824-88B,P(new Comm office/shop warehouse) ------ ------ --..40-40-64'---- -f ContR: - 46-4TO -------- ContR: Livescapes Permit#1905-89P(install lawn sprilnl,-- 0-40-64 ontR: - od'ern"8te'el' Str---' Permit#2Q46-89M( install htg & AC) Per g as Piping) k 0- '40- 4 tr 1 h( -e -:4 ntR Mod r n St 1 S rmi #2046_ 9M(jn st al P rm:L t e 89�( s a pl? z' 040-400=Q64 947-0336B GRAY CONT MODERN BUILDERS 3025 SOUTH ,-GAT?,LN.'�'.'CHIc6.1::. NEW WAREHOUSE. A 0 LIA4AL..�-, PPP-/ y MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift. 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilin s v t C, ERCIAL € 04 -400-064 '94-0336B ~� 1 GRAY, JOHN ' CONT: MODERN BUILDERS -3025 SOUTH GATE LN., CHICO NEW WAREHOUSE 3- JOB FINALED (Date) Signature CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature. r 7� a IV -1 jy C s f � I i V=OK O = Not OK - = Not Applicable = Not Ready COMMERCIAL Date UNDERF Plans OK except #'s nin etbacks-Easements-Flood-Slope-Soil Report g., Main; Soils-Ufer Ground: Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins / 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 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 Spm. TWA Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test I& Anchor -Nail Protection 18. D.W.V.; Test -Fit & Anchor -Nail Protection 19. Sinks -Flo Trap 20. H ica - Backing 21. Ga i ; Size & Anchors - Firewall Penetrations It Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground ma up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protect for Coded 28. Subf it S e / ga. Cu or AI-A.C. Wire Size / / ga. Cu AI 29. Fire R isti a ixture-Conduit-G.F.I.-Susp. Ceiling 30. Service- ser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust a ove insulation _ 35. Condensate Drain & verflow; Size & Grade 36. Furnance-Vent; Aqc*kxomb. Air -Return Air Vent -115 outlet 37. Attic ess a m i Furnance in Attic 38. H.V.A. en it tion -Roof Access 39. Smoke & Nr Dampers Date Card B-1 Date Card B-1 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-SuDDort Fix. (NOTE: An entry must be made each 1 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 S 51. Steel Buildings-Purlin-Girders 52. Property Line F r wall & Openings 53. Ext. Doors-Haridicap Access 54. Stairs; droo e -Run -Landing -Fire Protection 55. plywo on PooMveihang-Attic Vents -Rafter Outriggers 56. Siding- ng 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 #'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 & Mach. 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- learance-Comb. Air -Con 'actor-P.R.V. Above Floor- ch. Protection 73. Plb., Elec. & qech. Equip. Listed for cation 74. Insulation o m- ked in Attic Yes 75. Guar®R ils eck ction-Post Caps 76. Fdn. PentsA Crawl Hole Door-Draina e & Wood -Earth Cleaknqge 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 -Tl 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: Certificate of OccuDancv ime you visit the job site) ,G COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 0 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541, PERMIT NO. APPLICATION AND PERMIT 040-400N-064 , '"G BUILDING PERMIT OWNER JOHN GRAY TELEPHONE SQ. FT. OCC. BUILDING VALUATION 4000 X22 88j000. OWNER'S MAILING ADDRESS 3005 SURREY LN, CHICO CA 95926 CONTRACTOR'S NAME MODERN BUILDERS TELEPHONE 891-4533 CONTRACTOR'S MAILING ADORESS 3083 SOUTH GATE LAT., CHICO Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 585.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 380.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS - Penalty $ BUILDING ADDRESS 3025 SOTJTTI GATE IN. CHICO PERMIT FEE $ 985.25 . .:'PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO SUBDIVISION'S NAME PARCEL MAP '`�� §6-95 Each gas water heater or vent 15.00 USE OF STRUCTURE ' SF ❑ Duplex ❑ Mobilehome ElOther WARMOUST3 SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New,�_Z Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 600V OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. ) SO. 3.50 FT. CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) O 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B20@100 Ex. FIXED APPWS. OR Occup. O ( UTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. �111] I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may. in any way accrue against said County in consequence of the granting of this permit. X Date '' ! 6-Y `Y Signature of Applicant - ❑ Owner ❑ Contractor M Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ AO. Co T. TYPE t / "" TOT . I $ 985.25 Z. D. FEES IMP' — j _ FIOOD °SOF PARCELS° PD 1.HD ISSU This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been Bye G PERMIT EXPIRES ON L/' 1l - (Dere) provisions to do work paid. Date���/ 9� G� _ 7t, Receipt NO. 156216 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I • '� March 23, 1994 Butte County Building Department 7 County Center Road Oroville, CA 95965 ATT: Building Official Building Company General Contractors P.O. Box 772 Chico, CA 95927 (916) 891-4533 (916) 891-6834 FAX RE: High Strength Bolting Inspection UBC 1991 Chapter 306, .Section a & e according to standard 27-7, and revised in the 1993 Accumulative .Supplement Dear Mr. Henry: Modern Building Company will recommend to the owner LRA Engineering for the high-strength bolting inspection on the Jeesse Heating and Air Conditioning project. The following is a list of inspectors who are employed at LRA who may perform the inspection: rum S A� - :. _ • err' All of these inspectors have experience in high-strength bolting. Further information or resumes_ can be supplied upon request. We look forward to working with you on this project. If you have any questions or need anything additional, please call me. Sincerely. OLM-CC Don Deleray TNNN I Project Manager encl.. 1 Q "O V California Nevada I Oregon l-ic. No. 285006 Uc. No. 33967 Uc. No. 84222 May 12, 1994 Revised May 17, 1994 Job Number 94118T BOLT INSPECTION REPORT REPORT TO: Jeesse Heating and Air Conditioning 3025 Southgate Lane Chico, California 95926 PROJECT: Jeesse Heating & Air Condition 3025 Southgate Lane Chico, California INSPECTION DATE INSPECTOR_ 5-10-94 K. Siggard LRA ENGINEERING 3235 SUNRISE BLVD., SUITE /i5 RANCHO CORDOVA, CA 95742 PHONE: 916/631-4455 PERMIT NO: TIME MILEAGE 3 hours 16 miles Observed tensioning of all A325 high Strength bolts per U.B.C. Section 306(a) as required by U.B.C. Standards 27-7. Bolts without hardened washers were tensioned by turn -of -nut method per U.B.C. Standard Section 27.708(d)2.. Bolts with hardened washers were tens'oned by calibrated wrench tightening method per U.B.C. Standard Section 27.738(d) 3. The wrench calibration and required tura-of-nut was established by use of a Skidmore -Wilhelm tension measuring device. Very truly yours, LFA. ENGINEERING 1 Laver L. Roper, President LLR:Iaj lab\941 t a 33 cc: Modern Building John Henry, Butte County BUTTE COUNTY BUILDING DEPARTMENT A P P R O V E D Sac a,.,ontu Walnut Gnek Chico Santa Cruz 9161929-9267 5101943-6733 916/691-6304 4081462-9417 �- aOS(e 3824-88B,P !y V~ V PERMIT NO. " PERMIT EXPIRES �v OWNER JOHN GREY , -5/3/,91 e Aha - V �� o CONTR. Modern Building r._ _ ...• ASSESSOR PARCEL 40-40-64 LOCATION 3025 Southgate Lane, Chico nr� .Vol il Temp. Power Pole V.. . ��- -Called PG&E Temp. Elec. Service Called PG&E — Temp. Gas Service _ Called PG&E JOB FINALED (Date) Signature = OK 0 = Not OK =NotReayable dMOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)Olexce 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete Shthg.-Rfg.-Bracing 6. Gas; Location -Test -Wrap: / /"L"ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / P'Nat-or/ P'L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -81 Date Card -61 Date 10. Roof; Shthg-Roofing Card -81 Date Card -B1 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -81 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -81 Date Card -81 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - 8. Gas and Electricity Tagged Dead Men -Lining 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Card -B1 Date Card -61 Date Boxes-Enclosures-Panel board s -Ins. to Main in Conduit Card -81 Date Card -61 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -81 Date Card -81 Date Card -81 1 Date Card -61 Date f �`.pplicable P ;aeady RESIDENTIAL (Single and Duplex) UNDO FLOOR (Plans) OK expt #'s Date FRAMING (Continued) o_ning-Setback s;-Easem2_rttw-'Flood-Slo 45. Hangers -Post Caps -Anchors -Connectors tg., Main; Soils-S--Elec. Grnd.-//Z,"/" Ftg. Depth 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 47. Fireplace Tie§ or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 48. Attic Acces Size &Pqrnex Protect Draft op -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 49. Bdrm. Wino s or/Exiling nsions 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 50. Garage Fir ro do Ft C ng 7. Slab; Steel -Wrapped 51. Pro U ire al & penin 8. Piers -Fireplace Ftg.-Steel 52. Ext. D -One 3' eck Garage -3rd s 2 exi s 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. Stairs; - i th-He om- ise-Runan ing-Fire rotection 10. Gas Pipe; Size -Anchors 54. Plywoo n verh g -A i nts-R fter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding-Nk*6 Vene 12. Electric; Underground i 56. Stbel5o M sh-Dri Scr . - Vent Unde Ir. Access ;n 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 7. Glazing Are - r ction-Skyli ts-Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; it ng -Bol s 15. Insulation 59. Insulation -Wall Ig. 60. Infiltration-Walls-Wndws Card -B Date: 2`j � Card -B1 Date Card -BV Date Card -B1 Date Card -B1 Date Card -B1 Date !- Card -131 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test nchors-Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Te - s 4 Anchors -Nail Protection 62..Smoke Detector 19. Show Pa , Tes Fi st Floor Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - 20. Test S owe 2nd Flo r -Tub Access In Garage; Above Floor-Ducts-Mech. Protection 21. Gas Pi iz c r 64. Bedroom Exiting 66. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -131 Date d -B1 Date 67. Stairs & Rails Card -B1 Date Card -131 Date 68. Fireplace or Stove; Clearances -Hearth Date ELECTRICAL (Permit) OK except #'s 69. Elec. Outlets at Wood Panel; Int. & Ext. 22. Fixture & Transformer Clearance -Ins. Protection 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 71. Elec. Outlets & Receptacles at Kit. Counter 24. Size B x s,& No. of Conductors -Stapled 72. Garage Fire Door; Swing -Landing -Closer 25. Rome In aIle lose to Edge of Studs & C.J. 73. A.C. Duct in Garage -Damper 26. Ecip . r u ade up w/Mech. Fasteners -Bond Gas & Water 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 27.2 pp ance it uts in Kitchen &Conductor Size/G.F.I. 78. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfe Wire S' e / / ga. Cu or AI-A.C. Wire Size / /ga. 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. Cu o A 29. an g or AI -Oven Circ. / / ga. Cu or AI.77. Insulation -Foam -Looked in Attic ❑ Yes InYes No 4 78. Guard Rails & Deck Construction -Post Caps 30. Service-Ris r C ors & Ground -Main Disconnect 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth 31. Equip.e c anels-Motors-Mech. Equip. Clearance Looked under Floor 11 Yes 32. Clothes I " t Light -Shower Light -Spa Light 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 33. Smoke Detector 81. Stucco; Brown -Finish Card -B1 Date Card -131 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -B1 Date Card -Bl. Date 83. Vents Above Roof; Pibg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 84. Water Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation 86. Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade 87. Glass Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 88. Cor ctions from Previous Inpections 38. Attic Access & Platform if Furnace in Attic 89. GO& Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD A ' roval Card -61 Date Card -B1 Date 91. Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Date FRAMING (Plans) OK except #'s Card -B1 Date Card -B1 Date 39. Sills, Proper Material & Anchors Card -B1 Date Card -B1 Date 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) M ce (NOTE: An entry must be made each time you visit job site) M tF-• ...- 1� , �'�'=f"-•.>Fat«.ryry--• �•>:;`.r. s.,,�.:�ranre,.a�.�;��1:1'r�:: c3wa� .:� j at .;�/'�.ti �., ;�,.:. ti.7�'rl�';..,;,.e�;.tfin�.�:�,.,,. .w,.-y;�c•;., ��- V I i A } COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS PERMIT NO. ,� `7 County Center Drive'- Oroville, California 95965 - Telephone: 916/538-7541Q���/j (��/ APPLICATION AND PERMIT?. [[..�� ff �► ASSESSOR PARCEL NUMBER + 4./() — q .. 1 L/ ZONING �j• 2.- , tBUILDING PERMIT OWNER �i'P I �_ _r Al TELEPHONE �y/ ��q2 SO. FT. BUILDING VALUATION !'OCC. OWNER'1s MAILING ADDRESS CONTRACTOR4 NAME TELEPHONE "V/ ,Fireplace CONTRACTOR'S MAILING ADDRESS {� - I�F) �"v '71 2.- hr a tl�i(i2"7 " 1 CONSTRUCTION LENDER ' , 0 f UNKNOWN Total Valuation $ �...^.`�•S � •'>h-'� , 0-6 Filing Fee • $ 10.00 LENDER'S MAILING ADDRESS Permit Fee i } $ ARCHITECT OR ENGINEER ',t'i'lt4, ', aI' Ao U,0 r LICENSE NO. '..16�-7� ' Plan Checking Fee �` $ _ - Ener Plan Checkin Fee '` Energy g $ ; •�-7�TwQ`�''4+w� ARCHITECT OR ENGINEER'S MAILING ADDRESS �,, ., tt r ,, � s4 P r �a n 0 C I ,r r, -59 Penalt y -$ BUILDING ADDRESS (% - Permit fee PLUMBING PERMIT Fee 10.00 302 5 '5nFiling L �� " { A,' Each Trap 2.00 k•, ( ,o Solar or heat pump water heater r 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP o - Water piping 5.00 �Q-•fl Each qas water heater or vent Gas piping -system'! - 5 outlets 5.00 5.00 USE OF STRUCTURE{� e. C r� SIF Duplex Mobilehome❑ Other ��t'(/f � SLnn f..c�yT�tinf4F '�,,/' SPECIFY( Building sewer 5.00 -47&-v Mobile Home S I G I W 0.00ea TYPE OF WORK C New Q� Addition [I Remodel❑ Utilities❑ Installation[] Other ❑ Describe work: A 4 a> ;1 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 r'r r Main service e00v OR LESS 100 AMP OR LESS . w 1A•0 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): i I am licensed 'under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect.* (� License No. 7 S7-Cd0 4 Classification 1� - Elas the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) e • ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors. ors.(Sec. 7044) ❑ I am exempt under.Sec. , Business and Professions Code for this reason Main service EA. ADD -L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.y , OR ACDNS. ACC. BLDGS. �z2sgft NEW CONSTR. MULTI -OUTLET - NON-RESID BRANCH CIRCUITS) 2.50 ea /POWER APPARATUS tr (SINGLE OUTLET CIR. z00aoe EX. OCCUp OUTLETS OR FrXTURE3 8AL030 % '4Ex. Occup. OUTLETS ED P(RESID, rREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. r;;�p I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you becomesubject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Contractor _• MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the ",abov6=mentioned property for inspection purposes. I also agree to save,�1ndem6fy and keep harmless the County of Butte against all liabilities, judgments,/costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. ��f•� �� /� ! j r 1 Date Signature of Applicant - / Owner ❑ Contractor Q • Agent ❑ An OSHA i permit is required for excavations over 5'0�' deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ 1 C" Energy Inspection Fee $ TOTAL PERMIT FEE .� OCCUP. CONST.TYPC SCHOOL FLOOD PI"CILI PD HD /Is9UE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. � DIRECTOR OF PUBLIC WORKS By 0 1 _ Date PERMIT EXPIRES Date- ` Receipt No. 'i L �xv 1f WHITE-D.P.W., YELLOW -Ase CSISOR• PINK-INePECTOR"/ OOLDENROD-APPLI CANT I/ COUNTY OF BUTTE - DEPARTMENT -'OF PUBLIC WORDS' PERMIT NO. <,:7 Coihty Center Drive - Oroville, California 95965 - Telephone: 916/5387541; A, j1 s{_ } Cl %APPLICATION AND PERMIT t�� 1 y f ASSESSOR PARCEL NUMBER c/ _ c/� - (o �% ZONING - -2- BUILDING PERMIT OWNER .- 30I ) r e .� TELEPHONE q5 I -449a (. SQ. FT. OCC.. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME' Ch' -— k /Pe TELEPHONE,I 1933 CONTRACTOR'S MAILING ADDRESS _jfv c (1^1/ie v Fireplace CONSTRUCTION LENDER" UNKNOWN Total Valuation is Filing Fee $ 1000 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee ,$ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESg Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 ` a @ Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP ` Water piping 5.00 Each qas water heater or vent 5.00 r USE OF `S UTtlRE of F c C r... ( / SF Duplex❑ Mobi'lehome❑ Other i'MAA. .4D+A/!A)(rrcL�cuSe sP:EI FY i.. Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 - Mobile Home S G W 0.00 ea TYPE OF WORK I New Addition ❑ Remodel ❑ Utilities ElInstallationlr �' Other ❑ Describe work: i -� ! Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 1 /','r e' 4- ' (J ..(/ /j* 4- -Y, G4 5-r LJ i o%Dd A.14,8 Maiservice 600V OR LESS n 100 AMP OR LESS Main service EA. ADC'L 100 AMP 1000 ./Q'� 2.50 oT 5 �, C� T CTdb#M 1 declare under penalty of perjury (check one): 14 I am licensed under provisions of Chapt. 9, Div. 3 of thlAusiness and Professions Code and my license is in full force and effect. License No.4!4 /, 11 Classification C 1 J ElFIXED I, as the owner, or my employees with wages as their sole, compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract -Mobile ors. (Sec. 7044) - ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.N` DR ACDNS. ACC. BLDGS. / h¢Sgft NEW FL MULTI-OUT NON.RESID. BRANCH CIRCUITS 2.50ea � POWER APPARATUS e\ (SINGLE OUTLET CIR. ) EX. OCCUp(OUTLETS OR FIXTURES2 0 APLNS. Ex. OCCUp- OUTLETS P(RESID )REA.)\\ 2.00 Temporary service 10.00 Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to -the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling 9 Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the .Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte„against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. %� -- (%-r Date ”//-:) `7 G "' Signatyre of Applicant - i� Owner ElContractor [jr Agent ❑ ( AnQGSHA permit is required for excavations over 5'D" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE 5a OCCUP. CONST.TTPEJ ISCHOOLIFLOODIPARCELI PD I ND I ss This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC n�Z��� By l'J�N/�'�"'+rh•`' PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS % (Date Receipt No. 3-%� - % ') WHITE-O.P.W., YELLOW-A389330R. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. `y 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7554411 � ��4 � i APPLICATION AND PERMIT t ASSESSOR PARCEL NUMBER `fin _ c/o - �:� ZONING , M- -, ./ BUILDING PERMIT OWNER TELEPHONE Q N SO. FT.' OCC.. BUILDING VALUATION OWNER'S MAILING ADDRESS j r CONTRAC TORS' NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS •t.-3 ac v ') J Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS �. Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS x Permit fee $ - PLUMBING PERMIT Filing Fee 10.00 (r Each Trap 2.00 v c , C V . Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PACEL MAP R Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE f -c f Gas piping system 1 - 5 outlets 5.00 SF ❑ Duplex❑ Mobilehome❑ © hider- '�' "" M 0`r C' j,45 11.,...-- Building sewer 5.00 SPECIFY Mobile Home I S I G I WT 10-00ea TYPE OF WORK,• 4 a �4, ,, Y 1Pr S �,d J New F-1 Addition [_1 Remodel ❑ Utilities❑ Installation2,1Other❑ Permit Fee $ �2 a� Describe work: 2 rU J,A �� A I,, t n/ Contractor 4:�, ELECTRICAL PERMIT Filing Fee 10.00 I Main service eoov OR LESS 100 AMP OR LESS 10.00 Main Service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW NEW CONST. DWELLING OCCUP.a` / , /21tsq ft I declare under penalty of perjury (Check one): `; OR ADONS. ACC. BLDGS. NEW CONSTR MULTI -OUTLET 2,50 ea I am licensed under provisions of Chapt. 9, Div. 3 of thelj3usiness NON.RESIO BRANCH CIRCUITS) /POWER APPARATUS e\ and Professions Code and my license is in full forceeffect. (SINGLE OUTLET CIR. / 413 +�annd License No. 643 Classification �` 4 ( Ex. OCCUp( OUTLETS OR FIXTURES 20050t eAL030 ❑ as the owner, or my employees with wages as their sole: compen- FIXED P Ex. Occup. OUTLETS (RESID )LNS REA.) 2.00 sation, will do the work,and the structure is not intended or offered Temporary service 10.00 for sale. (Sec. 7044) ❑ I, the Mobile Home Facilities 15.00 as owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) Misc. �yirin 9 15.00 ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 10.00 ❑ The permit is for $100.00 (valuation) or less. Heating `rtz3 I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Cooling g ❑ I shgl not employ any person in any manner so as to become subject Hood 3.00 tp,the W. Q. laws 6f California. 2 i Not Icei!",1pplJ.car Jf afM61"King this staterr�e�nt, sltoqul become subject Ventilation � to the W. C. provisions of the Lalior Code, you must forthvtomply with such permit Fee $ provisions or this permit shall bedeemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to cdtpply to, II ounty Ordinances and State Laws relating Energy Inspection Fee $ to building construction,-Vd her..by uthorize representatives of the Countyot Butte to enter upon theabove-mentionbd property for inspection purposes. TOTAL PERMIT FEE $ I also agree to save, indemnify and keep harmless the County of Butte against occu P. CONST.TYPEJ P11 ' ND 1S9U all liabilities, judgments, costs, and expenses which may in any way accrue I-SCHOOLIFLOODIPAPCELI againstsaid County in consequence of the granting of this permit. X 1.3ii{.V%{� (r �Cj - This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do Signature of Applicant - Owner ❑ Contractor j�Q- Agent ❑ work indicated above for which fees have been paid. An OSHA permit is required for excavations over S'0++"�s deep and demolition or construct- ion of structures over 3 stories in height. DIRECTOR OF PUBLIC WORKS �.�� n /l 1 SA 9 Receipt No. y () S) By " "' ' ' /Da}e �7 WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT PERMIT EXPIRES Date 7, ,� �. T COUNTY OF BUTTE - DEPARTMENT -OF PUBLIC WORKS 7 County Center Drive - Oroville, California, 95965 - Telephone: 916/538-7941 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING _ 2 BUILDING PERMIT OWNER `)I AJ P TELEPHONE >-M11VIJd SO. FT. OCC, BUILDING VALUATION MAILING ADDRESS OWNER'S MAILING CONTRACTOR'S NAME S __l Cr A/ 54 eel 4 .AChirN� TELEPHONE SII 1-41 CONTRACTOR'S MAILING ADDRESS ' I I ,.-2 , - y ) i ( , r ) Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ ' PLUMBING PERMIT Filing Fee 10.00 ` , LA Y 1n ' `�" �' Each Trap 2.00 J Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE 0/r SF ❑ Duplex❑ Mobilehome❑ Otherr�4A M / cr, , c ,/ wOrc/It YC SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I IN 0.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ InstallationE<Other ❑ Describe work: T.ri.S �► ./� ,%rd o !'Y� �i •a 4- „L 1,41t�o 5 Penult Fee $ Contractors _:ELECTRICAL PERMIT Filing Fee 10.00 jMain service 10ov OR LESS 100 AMP OR LESS 10.00 Main serViCe EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1 ® I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification tri El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. // DWELLING OCCUP.SI OR ACDNS. l ACC. BLDGS. , /20sgft NEW CONSTFL MULTI -OUTLET NON.RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS IN) (SINGLE OUTLET CIR. Ex. OCCup(OUTLETS OR FIXTURES .20@030 Ex. OCCUp. OUTLETS P(RESID.)FIXED APLNS. REA.� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ® I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws ofvCalifornia. ` Notice to,.tA Ilcant: if after -making this statement, should you become subject to the W. C'plrovisions of the Labor Code, you must forthwith'domply with such provisions or this permit shall be deemed revoked. I Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating 0-0 Cooling .� ya Hood 3.00 Ventilation 3vU f 0 1 -t� Penult Fee $ 77 q,.� Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction,"and hereby authorize representatives of the Countyot Butte to enter upon the above-mentiondd property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this /permit. %� 17- �� r l' Date t^�-'/�/�"► 11 -sions Signature of Applicant — Owner ❑ ContractorAgent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP. CONST.TYPE SCHOOL FLOOD PARCEL PD ND ISSUE.' �/ This permit is hereby issued under of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY R l ��7l�c�f�YYlr .ti PERMIT EXPIRES Late. r.,= the applicable provi- resolutions to do have been paid. WORKS Date (-I- -;Z - -.1 -7'� Receipt No. W132- WNIT!-D.P.W.. YELLOW-ASelSSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center DriWe, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is.completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 9 5 Inspector /<� Date �/ ` y . COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO��, 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 0 -L/0 -6y I ZONING I BUILDING PERMIT OWNER . G!f �`y" `Tyr)r tir �c TELEPHONE y9� 6 $O, FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3 0.2 5 SOC/Tf/ 6' T CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 30,21 SO Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other G'r�%/`1/`ID-�C//�L SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G I W 0.00e TYPE OF WORK New Addition D6 Remodel❑ Utilities❑ Installation[] 'Other E Describe work: �'.�iS/oQF �Q,✓)/%/�i�t/ _ Permit Fee /47/,-V /-wee $ C01 Contractor ELECTRICAL PERMIT Filing Fee 10.00 800V OR LESS Main service 600 AMP OR LESS 10.00 Main service EA. ADD'L 600 AMP 2.50 �/ �% 7 �j CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): © I am licensed under `provisions of Chapt. 9, Div. 3 of the Business my license is in full force and effect. and Professio s KC!o,de Al License No. Val 7-2A Classification �C t% ,- Fl 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason oR ADDNST ( DWEACCLLIN GOCCUP tr) '/z¢sgft NEW CONSTR. MULTI -OUTLET NON-RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS tr (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 9AL030 2ALO 30 FIXED APPLNS. Ex. Occup. OUTLETS ((RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin 9 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. X- I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. 'i Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation - Permit dee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X � Signature of Applicant — Owner ❑ Contractor E]Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over�33 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE �J TOTAL FEE $ S HAz I CUA PARK I SCHL I FLD I PAR PD HD I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC PERMIT EXPIRES Date q the applicable provi- resolutions to do have been paid. WORKS Receipt No. WHITE -D. P. W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT - COUNTY'OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico— Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE ,WNER 2V -?,P PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Date 9/"qv k� s COUNTY 0 +--- ' DEPARTMENT OF 196 Mejnorial Way, Chic 7 County Center Drive, On 747 Elliott Road, Paradi CORRECTIO OWNER J. ; V, A routine inspection indicates that the fi exist {{{{{at the above address and should when'correction of work is completed. If maTL�er, or need additional explanation, :. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ► 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 ` 747 Elliott Road, Paradise— Phone: 872-6307 • .� r, J, CORRECTION NOTICE { OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance y exist at the above address and should be corrected. Please notify this office + when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. i /t MA MIZ �Ifflr Date 4/ Ile, ry COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIle— Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 31ex �/ Fl -f' VNER U PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. C, n A i _ / - AI _ I JIZ Inspector Date (may COUNTY OF BUTTE c DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 36"�2 ';4 PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office wh correction of work is completed. If you have any question pertaining to this m ter, or need additional explanation, please contact this office immediately. Inspector_ Date r COUNTY OF BUTTE r DEPARTMENT OF'PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE pt« ER T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matt r, or need additional explanation, please contact/this office Immediately. ►� 1 Irl i�006 %7_. iC/ ��i�7J/l` / l -J4141 C"" ( ) (►(N"-oVrL 0 (dS7(GUz:�-0fd /.--w— D u , Cei `" ER COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Wemorial' Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 3t.? 4(- F9 PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter or need additional explanation, please contact this office immediately. lu ae t0 !1 Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS -'`196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWMER A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. e-7 ✓ t' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 196 Memorial -Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 382- n A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. I 00JuL�1(10 (A- a) oyr5 L -(lr (Ca V cc,) R(Q" Q Al <U,2,Q v Kd Rei c ' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS - • 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE GZiL,/ 38z LI ER PERMI A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. J v Inspector Date J Owner: Permit No. ✓` ENERGY CERT IF ICAT ION JesseHeating & Air, Chico, Ca. LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material Fiberglass batts Thickness(inches) 3 1/2" & 3 5/8" CEILING Brand Name Thermal Resistance (R Value) Brand Name Owens-Corning Thermal Resistance(R Value) R11 & R13 Batt or Blanket Type FihPrglas- hattg Brand Name - _nrnln Thickness(inches) 6 1/4" & in" Thermal Resistance(R Value) R19 & R -n Loose Fill Type Brand Name Minimum ThicknesW nches) Number of Bags Wt. per bag lb. Area covered(ft. ) Thermal Resistance(R Value) FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. Loerke Insulation Co. FIRM NAME/OWNER 4wLM411 N �1)� 499150 STATE CONTRACTORS LICENSE NO. June 7, 1989 DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements.t•., All equipment, devices and materials are of the quality prescribed or,are specifically approved by the State of California,��-' `r t STATE CONTRAC OR!S LICENSE NO. DATE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 �m M —bligioni M- ►12 mitts] FA � s L t z oAtli z m o0 00 00, M —bligioni M- ►12 mitts] FA l y.. Fr ' f4 • COUNTY OF BUTTE - UEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICFt40„'dND PERMIT PEPC; ov MIT O. ASSESSOR ARC4, EL NUMBER �.- v ^ ZONING 10" 2— BUILDING PERMIT OWNERn 3O Al bre TELEPHONE Z{41- 16 SQ. FT. C. BUILDING VALUATION 1191- W ER'S MAILING ADDRES OF fI V- V Ch 1G Zgp CONT ACTORE Aer � Z �� . TELEPHONE 9 453 3 / ITTOR'S MAILING ADDRESS 7 C I _ D Q g92% Fireplace 14/10 CONSTRUCTION LENDER N UNKNOWN Total Valuation $ FilingFee i $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ AJ CHITECT OR ENGINEER ;HIT Nf'`ar 4 LICENSE NO. a33% Plan Checking Fee Energy Plan Checking Fee $ ARCHITECT O ENGIN R'S MING ADDRESS Penalty BUILDING ADDRESS Permit fee PLUMBING PERMIT Filing Fee 10.00 3�� J!" 5 -_ �tl u• e Each Trap 2.00 , 0-1D C 0 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP_ 6 — L Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE (5+f )c Q SF❑`Duplex❑ Mobilehome❑ Other QMM 5 0 aTC OU_ SPECT FVY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Sp -O Mobile Home S G W O.00ea TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other ❑ Describe work: qOX qd Wood • 16LOAf& 0 11riG L i %� / S Sho resare Du a Permit Fee $ .3 $, 6-v Contractor ELECTRICAL PERMIT Filing Fee 10.00 Y 00V OR LESS Main service 6 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professi on�s7 Code and my license Is In full force and effect. License No. Z a ��� Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP..) Yz2sgft OR ACDNS. ACC, BLDGS. I NEW CONSTR. MULTI -OUTLET 2,50 ea NON•RESID BRANCH CIRC ITS (W APPARATUS &) `SINGLE OUTLET CIR. SINGLE Ex. OCCup(OUTLETS OR FIXTURES 0 3 AL@DAL0 Ex. Occup. OUTLETS P(FIXED RESID )NSREA.1 2.00 •1 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �Yirin 15.00 9 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter uporthe mentioned property for inspection purposes. I also agree to saify and keep harmless the County of Butte against all liabi ies, Jucosts, and expenses which may in any way accrue aid Counnse ence of the granting of this perm't. X Date �C Z Sig arure ofpplicant — Owner E]Contractor Agent An OSHA permit is ryui d for excavations over 5'0" deep and d olition or nstruct- ion of structures 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ Occup. CONST.T PC �1 of SCHOOL f/7against FLOOD PA PD HD 139VE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which D) CT OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Q' _n Date over / Receipt No. ,2 ? 3.9 ` l �a WHIT[-D.P.W., YELLOW-ASSE330K. PINK-INSP[CTO . aOLDCNROD-AP LICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET OWNER Permit No. A. P. No. 'k) - L F Proposed Building Use ,2,,AAA ;J LL Building Inspector f Date / At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . 4. Complete engineered plans and calcs, with wet signature on plans 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss.details'and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation XEr instructions .................................. Fees of $ .... 24 G64o .lo Chico Urban Area fees A ` a o IL11. Park fees paid .................... . 12. `� Schoo 'strict fees paid .. — 'C-9 S-� 13. Sanitation approval from n 6 Health Department ... 14. City of Chico plumbing permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) -t` 16. Planning approval for (A) Use: off- (B) Parking: ......... It�� Gly"- 17. Improvements may be required. P-r2TZ( 1-117%.od 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for required .... Pre-Inspec. request to Building Inspector 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ 23. Recorded copy of Agricultural Acknowledgment Statement ............ 24. etter of signature authorization ..................................... 2 8 31 9 ./a/ s c6eL S d' (Date) i When you issue the permit, process as follows: Mail to owner. I, Mail to contractor. Telephone" li` a ' and hold for pickup at f' office. Deliver w/inspector. Other , n ApplicantDate Copy of plans sent Health Dept.; ''y Fire Dept., Other Date l2 --Z7— TV - The following data must be submitted prior to permi Is uance: (Circle n w item not checked above). 1. Index permit for above items No V . lZ51 J040"'Me.. 2. Additional items required: -.1 1 1 `.1 r ,ontracto esi owner, was advised of above required data byzphone_-mail counter byAn dated Contractor, designer, owner, was advised of above required data by—phone —mal l_counter by date — Plans checked by /Plans approved by� Date � Sets of plans on hold in " File cabinet AP folder �4v Copy—DPW TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Ow er L�ation AP# Plan Approved for: Hold final for: Final clearance O.R. for: Sewage Disposal C-� Water Supply 1� Clearance for _ bedroom mobile home. NOTE * * * Water Supply Wat r Supply c Other oanAtarian Date P � ., `r` Y 1U kr= 'W�'m3'�rs »s� »r,� ,, "?viv:��r'�.yfi ��. ' �r �:ia., kpr 3 .� ,y �„'ie�K c ' ;. � • • �, �rr;te-fi�-� -Rt ,_-1 t BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form► per iBuilding ) A. P. Number I -/Z) - yp- 6 Building Department No. School Districtelj r p City Q County ©-'"Jurisdiction Property Owner Project Location/AddressV 50 ee,L A- a C—eN I IC �. . Subdivision t i Residential Development: # of Living MHI Units Commercial/Industrial: Building Lot Number Sq. Footage Addition (Group R) Sq. Footage / 9 d New Addition (Including Exterior Roofed Areas) t Representative // g W Date District Id No. /(J CAI CO' School District certifies that (Applicant Namy) (Phone Number) � (Street Addr ss) _ C &0 �/ (City) (State) (Zip Code) has complied with the requirements of Resolution No. by the p of $ representing square feet. /� �, A. DV. , /,� /,p Af4 hoof District Re•res-'tative-OatjEr PAID BY CHECK NO. / REMARKS: BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL . FEE (5/88) 40 \ \ /V (77Y mrxv wlty-)� ") 8 k / 4M E 0 ,S IRI -60 IN U.I.A. r - .,�, CONCRETE BASE SCHEDULE DIMENSIONS BEARING PLATE CONC. (CU. YDS) VERTICAL BARS (NO.&SIZE) HORIZ. BARS (NO.&SIZE) + B I C D I E I F O ZOO O 4-0 O O 9,-6 .70 4-N0.6 NONE* 6 2`6 0 4'0 O 0 BP 5 /.00 4 -IVO. 15 NONE* O 3fO O 4-'0 O O BP 6 7.50 4-N0.6 NONE* 5 3=6 O 4-0 O O 9,D6 2./0 4iv0.6 NONE* O 4-0 /�O" 4 0 3�S /-3 6,06 /.20 4-N0.6 6-No.4 O 4�6 /�3" 4,0 3f3 /=3 8106 442 4 NO.6 6-NO.S O SfO 7=6 0-6 3.9 /-3 9,0/0 /.70 6-N0.6 6-1vO.S O S-6 /�9 4=6 3'9 /'�3 &P /0 2.00 6-1Y0.6 6-N0.5 O 6=0 2=0 4'6 P-6 /�6 1610/0 2.50 8-N0.6 7,VO5 :0 6�6 2f3 446 3-6 /=6 BP /O 2.90 8 -NO -6 g•NO.S :6 7�0 2'3 5=0 3=9 /=9 160 /5- 4.00 B /v0.7 6-11,40.6 6 7=6 2'6 S=0 3� 9 /=9 SP/S 4S0 6-NO.7 9-No.6 •6 60 2f9 SAO 3'9 /,9 BP/S 5,00 8-N0.7 9-/v0.6 O 8,6 2'9 S=0 3�6 2=o BP/S 6.SO /2-N0.7 9-1V0.7 :0 9'0 340 SO 3�6 2-0 7.20 /2-N0.7 /0-ivo.7 El a O BAR ar7 -c, 40Er.47tS 0000000d Pp ADDED NOIF 7.6.76 /CB/.9 X47 RE•0.2A�VN-SUPE.PSEDESC6/06Z/O 2-tY'-7 NO. DCSCNIITION DATC ,0,4� •Y C6/4 &CB /.S N[V ISI ONS ROWMANUFACTURING TITIC CONCRETE BASE SCHEDULE 90°eENO.9lB0r/row. THIS DNAWINO IS TNC INOICNTY 01 NONN. IT IS NOT NiINODucCD. <D.,CD. DA TNAc913 IN WH04C ON IN NOYT OUR WRITTEN CONSCNT. TO CC .AAT ADDED 884/300 NOTE. 1-9.85 aK .Ym /� •Z6-1 "c"""c •.«L,.o. o,N.".,oN.... oY...N it NOrE 9 /•2780///0 ••S,VSQA `-7-75 I �, DING. N(l. ?1 BftYI.NGf�NOlfi✓v-7. /7/77 G!S ' ..3-�-�5 , C 6062 R. I'/f.P 1'/.Y/79/7 GCS 3 �5 75 6 ,S IRI -60 IN U.I.A. r - .,�, MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (CONT'D) 7/85 C. TYPE OF CONSTRUCTION REQUIREMENTS (CONT,' P ) 14WW 11 and ceiling coverings (Chapter 47). 13 Glass and glazing (Chapter 54). Human Impact (Sec. 5406). 1�Building Materials - Check: Grade, Species, Allowable Stresses, ext. or int. -- -Example: (Glu -lam Beams w/cert. 24F ext. grade). 17: Foam plastics (Sec. 1712). D. STAIRS, EXITS, AND OCCUPANT LOADS L�.�—General Exit Requirements (Sec. 3301 & 02) (Post occ, load, etc.). Number of exits, width and locations (Sec, 3303). ` 3. > ors (Sec. 3304). [�/ Corridors and exterior exit balconies (Sec. 3305). 4 -"'Stairways, rise and run, width, winders, and construction (Sec. 3306). •6 -*'--Horizontal exit (Sec. 3308). -x� and smokeproof enclosures (Sec. 3309). g/ Exit signs and illumination (Sec. 3313 & 14). 9-. Aisles and seating (Sec. 3315 & 16). _ 10,. ---Exits for occupancy,groups A-E (Sec. 3317 - 3321):1 E. ENGINEERING REGULATIONS, DESIGN, QUALITY MATERIALS AND DETAILED REQUIREMENTS Complete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, �loor plan, foundation plan, elevations, and complete structural details. 3 Energy design, calcs, and necessary details (State Law) & compliance statement on plans. -3--Veneer (Chapter 30). _ -4,��imneys and fireplaces (Chapter 37). 5---Pl-astics (Chapter 52). Y-xcavation and grading (Chapter 70). Ze/—EContinuous or Special Inspection (Sec: 305). B -.--Factory or other certification. -8viis or compaction data. e regulations. .,,,Footing reinf. Min. Two IN bars (cont.). / 'S 1 Engineering Calc(s) should include: (a) Roof - Ceiling. (b) Floor - Ceiling. (c) Foundation. w �(L •�.��.vcc.� ,r, o (� PQ . f3 (d) Walls -- Large openings? (consider lateral). (e) Lateral: (1) Roof Diaphram. (2) Sjhear Walls. (3) Anchorage & Tie -Downs. (4) Connections thru-out. (f) Retaining Walls. OWNER A. GENERAL 1 ,, - MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE 7/85 Bldg. Permit # 8 A. P. # d/V - 4e -Gy Zoning requirements (sideyards, parking, special conditions, Planning approval). 3!_ Valuation. 'Signature by R.C.E., Architect or Building Designer. Improvements and drainage -- Land Dev., DPW; City of Chico; City of Biggs. 5 Complete plot plan with dimensions, easements, other buildings, and other per- tinent data. at'- wee previous permits and plans in file for expired permits, change of use, violations, etc. 0 Flood hazard. B. OCCUPANCY REQUIREMENTS 1. Building use 2. Occupancy Class ').... Type of Construction -V7W 3. Building floor area 9�jOp sq. ft. Occupant Load 4. Total allowable floor area poo sq. ft. 37 S 90 !S� bay,, A 2w Basic allowable floor area 8'00 O sq. ft. Basis for increase Sl+%%&&jC 3 W;&I ew ?.too i Y. Compliance with occupancy group requirements (Chapters 6-12). *-.---Occupancy separations (Sec. 503). 1: ---Area separations (Sec. 505). --8—Firewalls due to location on property (Sec. 504). J3----riaximum height requirements (Sec. 507). 1- /� Attic separations (Sec. 3205). li Ventilation and special hazards requirements (Chapter 6=12). 12v -Fire extinguishing systems, 20 sq. ft. opening/50 linear ft. (Chapter 38). i+. ---Fire alarm systems (09 Sections of Chapters 6-12). 14. Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap. 20). 44-z—ftalth Dept. Plan Review - (1) Restaurant Act; (b) Commercial Pool. 44:—woke detection system. W; ire Dept. Plan Review and/or Fire Marshal Plan Approval. IV lectrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). la/ Physically handicapped requirements (State Law). C. TYPE OF CONSTRUCTION REQUIREMENTS Fire retardant roof coverings (Sec. 3202). --2—.,—'Parapet walls (Sec. 1709). 3!/ Toilet room floors and walls (Sec. 510). 4/ hysically handicapped (per State Law). 5.uardrails (Sec. 1711). See eoact40 — !� 6� tailed types of construction requirements (Chapters 17-22). �oper roof pitch for roof covering (Chapter 32). tic access and ventilation (Sec. 3205). L9. Roof drainage (Sec. 3207). -A, kylights (Chapters 34 & 52). �ges and platforms (Chapter 39). 1 Interior wall and ceiling finish (Chapter 42). 19: Fire resistive requirements (Chapter 43). A & Q ENGINEERING Civil Engineers 1280 E. 9th Street Chico, CA. 95928 893-0631 October 28, 1988,.. Mr. James J. January, Architect - Engineer Box 97, Cohasset Stage Chico, CA 95928 RE: Flood Plain Elevation - AP No. 40 - 40 - 64 Dear Jim: In accordance with your instructions, we have provided you. with a bench mark (assumed elevation 216.99) indentified by a painted "X" on the curb in front of the subject parcel. I The elevation was determined from an assumed elevation of 215.00 taken.at the bottom of the bridge girder on the Highway 99 bridge across Butte Creek. The bridge has been designed to bass a 100 year flood. Good engineering practice would dictate that the finished floor elevation be designed to be 0.50 feet higher than the top of curb. This elevation will assure that the building is built a minimum of 2 feet above the flood plain, as projected by F.E.M.A. Please call if you have any questions. Sinc 7 ely, i ark -E. Risso RCE 24016 MER/pm Enclosure PA L•( -Tom or ...... .... IV Ia. P" OBJ. -n 2 xZ cvn G. 0 Sc tUEV. Z4S ©O 0 L -AE. -V "0 4-0 - -6+, ...... ...... ---------- ... ISM . ...... ... 5',07 97 PA L•( -Tom or ...... .... IV Ia. P" OBJ. -n 2 xZ cvn G. 0 Sc tUEV. Z4S ©O E� .4 LAND OF NATURAL W E A L T H AND BEAUTY BUILDING DIVISION " DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 B U T T E C O U N T Y B U I L D I N G D E P A R T M E N T F A X C 0 V E R S H E E T FAX NUMBER (916) 538-2140 DATE TO: r7 C�N��/FAX NUMBER: ATTENTION: K��% 5lGG ffRD REGARDING: A.P. NO. PERMIT NO. g&c��C�SUBJECT: � y�~@ SPECIAL INSTRUCTIONS: [s ] SEE PLAN CHECK LIST TO FOLLOW L�C1 REVIEW AND RESPOND ACCORDINGLY ,[ `] FOR YOUR INFORMATION ONLY [A] OTHER : RCA0R7T 5YO4I60 I&CzaV E Nh7XO0 aF T1"6117&I IWC ;; GJyE?�' ,� 7Z�'il/-off TSE 41W7 - QS ERELY, JOH Z� R. HENRY, P.E. PLAN CHECK ENGINEER May 12, 1994 Job Number 94118T BOLT INSPECTION REPORT REPORT TO: Jeesse Heating and Air Conditioning 3025 Southgate Lane Chico; California 95926 PROJECT: Jeesse Heating & Air Condition 3025 Southgate Lane Chico, California INSPECTION DATE INSPECTOR 5-10-94 K. Simard LRA ENGINEERING 3235 SUNRISE BLVD., SUITE #5 RANCHO CORDOVA, CA 95742 PHONE: 916/631-4455 PERMIT NO: TIME MILEAGE 3 hours 16 miles Observed tensioning of all A325 high Strength bolts per U.B.C. Section 306(a) as `quired by U.B.C. Standards 27-7. Very truly yours, LRA ENGINEERING 2 Laver L. Roper, President LLR:Iaj Iab\9411 ST CC: Modern Building John Henry, Butte County Building Dept. COUNTY O�NTY BUILDING TrTE MAY 1 b 199+ swwame"10 walnut cook cry 9161929-9267 5101943-6733 9161891-6304 Santa Cruz 408!462-9417 May 12, 1994 Revised May 17, 1994 Job Number 94118T BOLT INSPECTION REPORT REPORT TO: Jeesse Heating and Air Conditioning 3025 Southgate Lane Chico, California 95926 PROJECT: Jeesse Heating & Air Condition 3025 Southgate Lane Chico, California INSPECTION DATE INSPECTOR 5-10-94 K. Siggard LRA ENGINEERING 3235 SUNRISE BLVD., SUITE #5 RANCHO CORDOVA, CA 95742 PHONE: 916/631-4455 PERMIT NO: TIME MILEAGE 3 hours 16 miles Observed tensioning of all A325 high Strength bolts per U.B.C. Section 306(a) as required by U.B.C. Standards 27-7. Bolts without hardened washers were tensioned by turn -of -nut method per U.B.C. Standard Section 27.708(d)2. A Bolts with hardened washers were tensioned by calibrated wrench tightening method per U.B.C. Standard Section 27.708(d) 3. The wrench calibration and required turn -of -nut was established by use of a Skidmore -Wilhelm tension measuring device. Very truly yours, LRA ENGINEERING 1 Laver L. Roper, President LLR:Iaj'f3 t-'iYT0v0'_)r , . ] tell a,W lab\94118T ai5 cc: ModePri Building'•. o+ i JM'n-Heiiry, Butte County BUTTE COUN BUILDING DEPARTMENT APPS O VED Sacramento Walnut Creek Chico Santa Cruz 9161929-9267 5101943-6733 9161891-6304 4081462-9417 COUNTY OF BUTTS BUILDING DEPT MAY 9 1994 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone 19161-759.11, � PEIMIT NO. / APPLICATION AND PERMIT `� ASSESSOR PARCEL NUMBER 040-400-064 ZONING H2 BUILDING PERMIT OWNER JOHN GRAY TELEPHONE SQ. FT. OCC. BUILDING VALUATION 4000 @22 88,000. OWNER'S MAILING ADDRESS 3005 SURREY LN., CHICO CA 95926 CONTRACTOR'S NAME MODERN BUILDERS TELEPHONE 891-4533 CONTRACTOR'S MAILING ADDRESS 3083 SOUTH GATE LN., CHICO Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 5885.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 380.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3025 SOUTH GATE I.N. CHICO PERMIT FEE $ 985.25 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other WARFHOIISF SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New 1AEk Addition ❑ Remodel ❑ Utilities 1:1Installation ElOther ❑ Describe Work: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 11 OR LESS 200A OR LESS 23.00 Main Service ( 200A TO t000A , 46.00 NEW CONST. DWELLINGOCCUP. OR ADDNS. ( & ACC. BLOS. S 3.5C FTO.. NEW CONST. MULTI -OUTLET .NON-RESID. 1 BRANCH CIRCUITS 1 @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) U 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect.FIXED License No. Classification O I, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason ( POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES 1 200BAL. @) 00 APPLNS. OR Ex. Occup' OUTLETS (RESID.) EA. 1 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. x 1 zye!Yn %11 ad,m, Date _./q,l J,/ 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. Mobile Home Installation Fee $ Energy Inspection Fee $ occ B2 CONST. TYPE VN TOTAL FEE $ 985.25 HAZ- — I D. FEES — IMP — FLOOD — COF PARCEL PO — HD — ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat above for which fees have been paid. By14 Uw, Date /' 9 f_ PERMIT EXPIRES ON (Date) Receipt No. 156216 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT CQUNTY OF -BUTTE - DEPARTMENT OF- DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-751 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER O ^ .--. �- U ZONING BUILDING PERMIT • .0 E r TELEPHONE SQ, FT, OCC. BUILDING VALUATION D OWNER'S MALUNOG ADDRESS SU /-0Z_� ' I/ / CON TO//VVR'11S AME 1l `�V c//0 J CONI R `MAILING, ADDRESS �X^lam, J(oSJ' G��e• iv v�� Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 5-W, ARCHITECT OR ENGINEER uc ENO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADVI(EW PERMIT FEE $ • PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. / SUBDIVISION'S NAME p MAP 0 Each gas water heater or vent 15.00 USE OF STRUCTURE r , j c SFO Duplex O Mobilehome ❑ Other �V i � o�^C/ SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities O Installation O Other ❑ Describe Work: OS PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 200A OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO IOOGA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. ) SO 3.5C FT. NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O I am a licensed underrovisions of Chapter 9, Division 3 of the Business and p p " Professions Code and my license is in full force and effect. License No. Classification O I, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason ( POWER APPARATUS ) A SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .so Ex. Occup.FIXED APPLNS. OR ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - ❑ Owner O Contracior ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction ofstructuresover 3 stories_in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Ac CON r. TOTAL FEE $ i ryA O. FE IMP F D CDF Y PARCEL PD —' HD ISSUE 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 /Dare) Receipt No. WHITE-D.O.S B.D. CANKAY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ",r-rl-r-a�_`�,:..�:,f"-�;T :S.-'1,.r�..,�./"�Yi^ 1;-�%'��•r^"ii✓,.`,d'1'`YF-''y.,''•'"intl1.x-'.`rt't�"�'...-.•rr��••'irk'"fm,•v`^•.,-•.+-t"r;,;�.`{'t+rt•;•i{'•"•.�:-;�*v..r�.-.r.,.r`r't"'n `^t..r, COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916)538-7,541 PERMIT APPLICATION DATASHEET OWNER a {1 /(% 6 eA y A. P. No O - Uo Proposed Building Use Building Inspector Date — At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEINA By All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans. ............ . Hazardous Material Form . ............................................. M4Energy Design Compliance and supporting documentation . .................. . Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9.. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... Impact fees as shown on attached schedule . ........... tlt California Department of Forestry plan approval/fees... . 13. Flood elevation letter (100 year flood) by California Engine r. . .�/ 4. Sanitation and plot plan approval CH I (-D Health DeparCment. .... 1 .95.i.. ; , 1 City of Chico plumbing permit .................................. C-ler�u� (nm slot plan and business license approval,from City of Biggs/Gridley. . 1�7 lanning approval for (A) Use: OK.. i/mss (B) Parking: m contact Land Development about (A) Improvements (B) Drainage ........... �r 19. riveway permit (construction approval required prior to occupancy). . � - Pre -Inspection reQu� 20. Pre -inspection for required. .. to Building lnspedor (Date) 1. Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27.Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ....................... I .............. 32. Plan check list . ................................................... . 33. .34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at �9Z office. Deliver with inspector. Other / Parcel Creation r" q��y"� Acreage Applicant _� �� Gl/ Date :�?-�119 y Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date � .j Plans checked by ocj Date Ay Plans approved by v -J Date Sets of plans on hold in File cabinet AP folder - Copy - Department of Public Works OWNER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541. 0 PROPOSED BUILDING USE aK1.11 SCHOOL DISTRICT FEES K(paid at District Office) ......................... 3 SHERIFF FEES (paid at Building Department). Reside =$ Q unit amt. Commercial (sqft) x =$ A. P. # DATE _442*!�Z/ REC. # DATE REC 13a1Q C'.v ick � sq.ft. amt. —af-�31 URBAN AREA FEES (paid at Building Department) Residential (per unit) x l v =$=�� z� 3g # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be.paid prior to issuance of the permit. APPLICANT DATE NON-RESIDENTIAL BUILDINGS Intent for Non -Heated and/or Non -Air Conditioned Buildings I, ENERGY CONSERVATION STANDARDS owner of the building to be constructed as a print) Statement -of Intent for Non -Heated and/or Non -Air Conditioned Buildings I, owner of the building to be constructed as a print) I(please 4�`i^� �J� at 62Sfc�74' W/ under (bldg.permit no.) (location) ZcY , hereby certify that I do not intend to heat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in the future, that I .will be subject to the energy requirements in effect at that time. I understand that if I change the use or occupancy of this building in the future, that I will be subject.to-the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter (1) 'the building envelope, 1 (2) the insulation requirements of the heating, ventilating, and air conditioning systems, (3) the heating, ventilating, and air conditioning equipment, (4) the service water heating, and (S) the lighting of the building to comply with the regulations. I understand that any of the above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte County Building Department. Signature of Building Owner Mailing Address's Telepon No . s-' D. TYPE OF CONSTRUCTION REQUIREMENTS - Continued Attic access and ventilation (Sec. 3205). Roof drainage (Sec. 3207). Skylights: (Chapters 34 & 52). Stages and platforms (Chapter 39). Interior wall'and ceiling -finish (Chapter 42). Fire resistive requirements. Walls, floor, ceilings, penetrations (Chap. 43).. Wall and ceiling covering installation (Chapter 47). Glass, glazing, Human Impact - Safety Glazing (Chapter 54). Foam Plastic (Sec. 1713). E. STAIRS, EXITS, AND OCCUPANT LOADS ` General Exit Requirements (Sec. 3302 & 03) (Post occ. load, etc.). T. Number of exits, width and locations (Sec. 3303). Doors (Sec. 3304). Corridors and exterior exit balconies (Sec. 3305). 'Stairways, rise and run, width, winders, and construction (Sec. 3306). -djT7 Horizontal exit (Sec. 3308). Exit and smokeproof enclosures (Sec. 3309.& 3310). Exit signs and illuminations (Sec. 3313 & 14). --9--Aisles and seating (Sec. 3315 & 16). Exits for occupancy groups A-E (Sec. 3317 & 3320). Floor level exit signs (Title 24, Sec. 3314). F. MISCELLANEOUS REQUIREMENTS Masonry chimney (Chapter 37). -2-;--Veneer (Chapter 30). Special Inspection per UBC Sec. 306. !` High Strength Bolting 57/er(r+(- /N.SA6ZT-Olt Field Welding pI40)t 7 per/ Masonry (full stress) Concrete (fc )P 2500psi) Special Certifications - Mill Certificates -67 Expansive soil - Special design -6'.-Cut/Fill slopes, compaction tests, grading 7- Noise requirements (Planning, App. Chap. 35). 6,& -.1 -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. 6C 1 Ta IS6- /17'%%6 fUW W, COMMERCIAL PLAN CHECKING GUIDE (1991 UBC) Bldg. Permit - ,0 OWNER A. P. # �C ' Plan Checker Date A. WNERAL ,Zoning requirements Planning approval. AK K10C P(4/J luation. Plans signed by engineer or architect. Proper description of work on application. Existing violations on property. 6 Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc.). -71. Improvements or drainage, Land Development approval. B. PLOT PLAN • Complete parcel size and dimensions. • Setbacks, sideyards, easements, etc. ther buildings or structures. Grading, fills ,'drainage. ti ood hazard. Special conditions on creation map, (noise,. CDF,'fire sprinklers,, non-combust- ible, and foundations). FAU & FAS road setback.. Building or utilities across lot- lines (Lot ager) C. OCCUPANCY REQUIREMENTS Building use - 6 5i V - (- Occupancy Group Typ 'of Construction IV 7U Building floor area 600 Occupant Load Basic allowable floor area Y.O TC q.ft. •Tot61 -allowable floor•'area sq.ft. 'Basis for; increase 10/92 Compliance with specific occupancy requirements (Chapter 6-12). Occupancy separations (Sec. 503). /10 Area separations (Sec. 505). iu Firewalls due to location on property (Sec. 504). 91) Maximum height requirements (Sec. 507).0 Draft stops (Sec. 3205). )qz 7 Ventilation and special hazards requirements (Chapter 6-12).�o Automatic fire sprinkler system. (Chapter 38). V`0 Fire alarm systems (09 Sections of Chapters 6-12)!'0' Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap.20).f1-0 Environmental Health Review -(a) Restaurant Act, (b) Comm. Pool, (c) H Occupancies --o r Smoke detection system. CDF or SFM Plan Review.✓v, Electrical Code Requirements (Medical --Art. 517, assembly Art. 518, other 500's) f'-0 'physically handicapped requirements (Title 24). Q,.��i� Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS Roof covering requirements (Sec. 3203). Parapet walls (Sec. 1710) . ��Q�c Toilet room floors and walls (Sec. 510). Guardrails (Sec. 1712). In Detailedtypes of -construction requirements' (Chap?teis-11-22):-_ t ..Pt.oper roof pitch for'roof covering (Chapter 32).' 1 • 01 '� March 23, 1994 Butte County Building Department 7 County Center Road Oroville, CA 95965 r Building Company General Contractors ATT: Building Official P.O. Box 772 Chico, CA 95927 (916) 891-4533 (916) 891-6834 FAX RE: High Strength Bolting Inspection UBC 1991 Chapter 306, Section a & e according to standard 27-7, and revised in the 1993 Accumulative Supplement Dear Mr. Henry: Modern Building Company will recommend to the owner LRA Engineering for the high-strength bolting inspection on the Jeesse Heating and Air Conditioning project. The following is a list of inspectors who are employed at LRA who may perform the inspection: Kurt i g rd _ . �n��V-C LQ\'®�V T �e , All of these inspectors have experience in high-strength bolting. Further information or resumes can be supplied upon request. We look forward to working with you on this project. If you have any questions or need anything additional, please call me. Sincerely. Don Deleray lj__� Project Manager encl.: 1 f i, a�° California ` Nevada Oregon Lic. No. 285006 Lic.'No. 33967 * Lic. No. 84222 . PAGE I OF ...-JOB. NO. 578 .BYCUq— DATE: 1-51-2-4 PROJECT: JESSEE li 100'X 40'- James Joseph January ARCHITECT ENGINEER 10293 COKASSET ROAD a*= CAUFORMA 96926 191613424386 p1VI-51 Otj 2 QROF ESS/pN 4N , fzef OR -ro 501 —3 177 cz M79 w James Joseph January PAGE - z OF ARCHITECT JOB. NO. 598 ENGINEER BY: OAA -DATE: 1-31-'3.+ 10293 COHASSET ROAD CHICO, CAUFORMA 95928 JESSEE N�'G AIR 1918) 3a2-1386 PROJECT: 1'12A M1: Rtf^ CTIONS 4 0 ` w I pE f-5, 5A\(S 16' SAVE HT 1:12 5LOPC- . {2EACTIONS FPOM VARCo P RUDEN t) L + 20 P -5;F LL NL = 2.9 IAIZ = -2.9" VL= 73 VL = 73K DL + 60 MPH W L HL _ -7 oY- Hp = 2. I K VL = -,",•CoK UPLIFT- v2 = ?_Z-gK UPLIFT ANC-idOK 6otrs ; 2- 314"q� A-65 / COLUMN FOOTING A55UMC ALLOW -C) 01 I�'RE55. = IZOO I's� j 2 - r, I� L H R VL VR FRAME REACrIOK15 Use-, `- G;, WI DrH L Redo = 2 = 5.0 -Ry: 2' 11 IDE GHEcK UPLIFT ; I NGLUDE s3.s O C,'' SLAB '` 3 -o LONG. FTG_ 2 f2MIrJ z- Co' UPLIF r- l%P✓-I�'r Qs7i6-T = IS x (3 x 2 x I t 53 5 x, -/I2 INcREPs� F001ING SIZE TO 211N4 Lot -4G Qfo-t _ .15�(o.5X2 k I t 72.SSx��Z� = 7.4- OK Co.CoK ANGHOR BOLTS 2- 3/q-" I=on $RACIWG U$G-rAB1.E Z&F� CINTERP 2500P51 ) (2EDvco --sox.) 1/A=3.25x2 x�/z x133 = 4.3K Z.I oK PfZ600E MIN HP,1 ZPIN TII: 1/Z x ROVIC�r,- UPLIFT A4GLE C05S5 6 AG1 NG SH &AR V = 3_,7 K > 4_3 im 2'-C>" WIDiE--. x 6'-C,,"LON(5l x 16" -r-HK. W/3-04 ✓ LON G. 4 CO 12' aC-rKAI`15 ,44 HAII2FIN 1=OR THRI)sT OUT UPLIFT- - ANGLE e Z-3A'V A-B=.s, James Joseph January ARCHITECT. ENGINEER 10293 COHASSET ROAD CHICO, CAUFORNA 95926 1916. 342.1366 EN oNALL COLUMN ;z5ACr►ON s 40� W i �� 251 PAY f I CAVES 112 SLOPE PL + L L (vE�i ONLY END POST VA MAX- 4.14 K NA — 2.91 K VA MIN:-Z•09K UPOrT GORNE2 pOSr VP., MAx = K ve; MIN = - , &o K- uror-r PAGE - 3 OF JOB. NO 521$ BY:�'v- DATE: 1-31-94 PROJECT: JE55r-_t5 HgX-� AIK N IIA VIa VA, ENbWALL INTE210R CQLtJMn1 FOOTING �MA1C = �•Z rMIN 18"THK (Wc_LUr2r_-34�5LAt3 -t 7'CoNr. FTG. EsIST - 15 (1'x1.5 x-3 34x. S�Z+ �Z x -7�= ENDWAL L I NTLIZIOK caw N FoOi►NG 0-UWiDE x 3'-d LONG xlb"-MK. W/2-4-4 END%A /AL_ CORNER COLUM IJ LONG • 1 3-4 4 TRANS. x 2'-6'' x 18'' 'fl-iK (INGLUDE 104 SLAB + 5'soar. FtG) 2ESI5-f = IS x (I. 572-x2 10 x 5. �2 + G.��XS = 1.77K > _ I aK ANCNoK BoLr5 3/411 ) VA = 3-z5 x ? k%x1,33 = 4.3K 2. IK OK TA - 2 ZSk 1.33 - 3,0 k > 2.09 oK 5NDWALL CORNE2 COLUMN FOOVNG I I-(`' WIDE -x v -O'' LONG X 1811-14K, W/ 2- �t4. I� 2 - #4 TRANS An1CHOK BOLT5 y. . P00VIP E 2- 3/4"OA-13. PAGE 4 OF 4 JOB. NO BY: J✓. DATE: PROJECT: James Joseph January ARCHITECT ENGINEER 10293 COHASSET ROAD MCO, CALIFORNIA 95926 [916] 342-1386 ,� o� 0440 4440w,d5D 1,4 k 3 w 7s�2 v6---YONDT.WIS— To 4 �� S45 T IJi�L T, r s '� / Varco-Pruden Buildings A United Dominion Company (Pjest Name: 2 NP rlh.n►w Nn IMSEE BASE) TA07nd97nRA?1A% Built Un Superior Service (VP Order No.: > VARCO-PRUDEN BUILDINGS STRUCTURAL DESIGN DATA Project Name: Customer Name: Project Location: Buildei Ref No.: Builder Name: Builder Location: DATE: 01/26/94 TEWE: 16:50 rAuj : ul 014U Version 2.1 JESSEE BASE JOHN GRAY CHICO,CA 9.381 Modern Building Company Chico,CA TABLE OF CONTENTS Letter of Certification Loading Information Building Reactions Covering Design Roof and Wall Bracing Design Roof and Wall Secondary Structural Design Primary Structural Design '04or . U,',7 E !, , T r } � r } I f 's , "�.� 41 .� '� 2 3 6 17 19 21 24 Varco-Pruden Buildings A United Dominion Company Built On Superior Service LETTER OF CERTIFICATION (Project Name: JESSEE BASE) (VP Quote No.: TQ930427094734) (VP Order No.: ) DATE: 01/26/94 TIME: 16:50 PAGE: 02 of 40 Contact: DON DELERAY ****** PROJECT REFERENCE ******* [2960,11 Name: Modern Building Company Address: 3083 Southgate Lane Project Name : JESSEE BASE City/State: Chico 95927 CA VP Job No.: Customer Name: JOHN GRAY Street: 3025 SOUTHGATE LANE Job Disposition : Submit Dwgs & Calcs For Appl (F) City/State: CHICO CA 95928 MBMA End Use Code: 4 - Manufring. Production ( County: Butte ) Gentlemen: This is to certify that the above referenced VARCO-PRUDEN BUILDING System project has been designed for the applicable portions of the following Building Code and in accordance with the order documents which have stipulated the following applied environmental loads.and conditions: Overall Width: 40/0/0 Overall Length: 100/0/0 Eave/Height: 16/0/0 Roof Pitch: 1.000/12 BLDG CODE or STD: 91UBC - 1991 Uniform Building Code v Roof Live Load = 20.00 Psf 100/0/0 N/A Reduced Live Load = Yes / Bldg Enclosure Category = Enclosed Ground Snow Load = 15.00 Psf Seismic Zone = 3 (/ Bldg Base Elevation = 0/0/0 Roof Snow Load 9.00 Psf Building Use Category = 4 Snow Exposure Category = 1 Thermal Category = 1 Wind Load Velocity = 80.00 Mph Add't Gravity Collateral = 0.00 Psf Snow Load % for Seismic = 0.0 Wind Load Pressure = 17.75 P,sf Add'l Uplift Collateral = 0.00 Psf Built-up Plate Spec. = 1989 AISC Wind Exposure Category = C ✓ (User Imposed Loads) Cold -Form Gage Spec. = 1986 AISI The steel design is in accordance with VARCO-PRUDEN BUILDINGS standard design practices, which have been established based upon pertinent procedures and recommendations of the following organizations American Institute of Steel Construction (AISC), 9th Edition American Iron and Steel Institute (AISI), 1986 Edition American Welding Society (AWS) [D1.11 American Society for Testing and Materials (ASTM) Metal Buildings Manufacturers Association (MBMA) AISC Category MB Manufacturer Certification. a This certification DOES NOT apply to the design of the foundation or other on-site structures or components not supplied by VARCO-PRUDEN BUILDINGS, nor does it apply to unauthorized modifications to framing systems provided by VARCO-PRUDEN BUILDINGS. Furthermore, it is understood that certification is based upon the premise that all componen VARCO-PRUDEN BUILDINGS will be erected or constructed in strict compliance with pertinent 'by VARCO-PRUDEN BUILDINGS. Sincerely, 041302 } P. March 31, 1995 ! Prepared by: �P5C VARCO-PRUDEN B LOINGS P. E. Reviewed by: C1� f1� C'VI� V'lF Of CA •d'n, Varco-Pruden Buildings A United Dominion Company LOADING REPORT DATE: 01/26/94. (Project Name: LESSEE BASE) TIME: 16:50 (VP Ouote No.: T09304270947341 ,.. ., ..� ... Roof Covering Wt.: 1.065 psf **** Collateral Loading *kkk Liner Sheet Wt. : 0.000 psf To be used w/Gravity Loads: 0.000 psf Sec. Structl Wt. : 1.040 psf To be used w/Uplift Loads : 0.000 psf Primary Frame Wt.: (Varies by Frame) Total Dead + Collateral(Gravity): 2.105 psf + Frame Dead Load Total Dead + Collateral(Uplift) : 2.105 psf + Frame Dead Load Input Live Load: 20.000 psf Live Load Used: 20.000 psf (reducible) Input Ground Snow Load 15.00 psf Importance Factor 1.00 Thermal Factor 1.00 Exposure Factor 0.60 Slope Reduct'n Factor: 1.00 Ground/Roof Conver'n Factor: 1.000 Slope Used 4.764 deg. Design Snow Load Used 9.00 psf Building Enclosure Type to be Used: Enclosed Input Wind Speed : 80 mph Height Used : 16/10/0 PRIMARIES, PARTS AND PORTIONS: Velocity Pressure (Calc) : 16.38 psf Comb Height/Exposure/Gust Coef: 1.08 Basic Wind Pressure : 17.75 psf Importance Factor: 1.000 Slope Used : 4.764 degrees 0.00256 * ( 1.00 * 80.00)-2 Exposure Category : C > EXTERNAL WIND COEFFICIENTS - MAIN FRAMING and BRACING < Comp Wind Load -- Windward--- --- Leeward--- Min Max Min Max Type Zone Case Column Rafter Rafter Column Slope Slope H/W H/W Frames All Zones Wind 1 0.80 0.70 0.70 0.50 0.00 9.5 0.0 9999.0 Frames All Zones Wind 2 -0.70 0.70 0.70 0.70 0.00 90.0 0.0 9999.0 Bracing All Zones Wind 1 0.80 0.00 0.00 0.50 0.00 9999.0 0.0 9999.0 Varco-Pruden Buildings LOADING REPORT A United Dominion Company (Project Name: IESSEE BASE) (VP Quote No.: TQ930427084734) Built On Superior Service (VP Order No.: ) > INTERNAL WIND PRESSURES - MAIN FRAMING (- Porosity Load -- Windward--- --- Leeward--- Min Max Cond Case Column Rafter Rafter Column Slope Slope Enclosed Wind 1 0.00 0.00 0.00 0.00 0.00 90.00 Enclosed Wind 2 0.00 0.00 0.00 0.00 0.00 90.00 Enclosed Wind 3 0.00 0.00 0.00 0.00 0.00 90.00 DATE: 01/26/94 TIME: 16:50 PAGE: 04 of 40 => EXTERNAL WIND COEFFICIENTS - PARTS AND PORTIONS < Cp =.0 * log(A) + K Bldg Wind Load A (sq.ft.) Min Max Max Typical Example Portion Zone. Case K C. . ......Min Max Slope Slope Ht. A Cp Walls Interior Wind 1 Walls Interior Wind 1 Walls Interior Wind 1 Walls Interior Wind 2 Walls Interior Wind 2 Walls Interior Wind 2 Walls Exterior Wind 1 Walls Exterior Wind 1 Walls Exterior Wind 1 Walls Exterior Wind 2 Walls Exterior Wind 2 Overhangs All Zones Wind 1 Overhangs All Zones Wind 1 Overhangs All Zones Wind 1 Roofs Corner Wind 1 Roofs Corner Wind 1 Roofs Corner Wind 1 Roofs Edge Strip Wind 1 Roofs Edge Strip Wind 1 Roofs Edge Strip Wind 1 Roofs Interior Wind 1 Roofs Interior Wind 1 Roofs Interior Wind 1 Walls Exterior Wind 2 Seismic Zone : 3 - Importance Factor: 1.000 Zone Factor : 0.300 K (or C) Value 2.750 Moment Resisting Elements: CS (or i/Rw) Value: 0.167 Vertical Resisting Elements: �Q CS (or 1/Rw) Value: 0.125 0 -1.200 0.000 0 10 0.0 90.0 -- -- 10 -1.20 -1.500 0.300 10 100 0.0 90.0 -- -- 100 -0.90 -0.900 0.000 100 - - - 0.0 90.0 -- -- 600 -0.90 1.200 0.000 0 10 0.0 90.0 -- -- 10 1.20 1.500 -0.300 10 100 0.0 90.0 -- -- 100 0.90 0.900 0.000 100 - - - 0.0 90.0 -- -- 600 0.90 -1.500 0.000 0 10 0.0 90.0 -- -- 10 -1.50 -1.800 0.300 10 100 0.0 90.0 -- -- 100 -1.20 -1.200 0.000 100 - - - 0.0 90.0 -- -- 600 -1.20 1.200 0.000 0 10 0.0 90.0 -- -- 10 1.20 1.500 -0.300 10 100 0.0 90.0 -- -- 100 0.90 -2.800 0.000 0 10 0.0 9.5 -- -- 10 -2.80 -3.600 0.800 10 100 0.0 9.5 -- -- 100 -2.00 -2.000 0.000 100 - - - 0.0 9.5 -- -- 600 -2.00 -2.300 0.000 0 10 0.0 9.5 -- -- 10 -2.30 -3.100 0.800 10 100 0.0 9.5 -- -- 100 -1.50 -1.500 0.000 100 - - - 0.0 9.5 -- -- 600 -1.50 -2.300 0.000 0 10 0.0 9.5 -- -- 10 -2.30 -3.100 0.800 10 100 0.0 9.5 -- -- 100 -1.50 -1.500 0.000 100 - - - 0.0 9.5 -- -- 600 -1.50 -1.300 0.000 0 10 0.0 9.5 -- -- 10 -1.30 -1.600 0.300 10 100 0.0 9.5 -- -- 100 -1.00 -1.000 0.000 100 - - - 0.0 9.5 -- -- 600 -1.00 0.900 0.000 100 - - - 0.0 90.0 -- -- 600 0.90 Dead Load Used : 4.61 psf % of Snow Load Used: 0.0 % Total Weight Used : 4.61 psf Seismic Load : 0.63 psf Seismic Load 0.47 psf Varco-Pruden Buildings LOADING REPORT DATE: 01/26/94 A United Don-iniod Company (Project Name: jEssEE BASE) TEM: 16:50 (VP ouota No.: T0930427084734) ....,., _ - & - Built On Superior Service (VP order No.: ) rwkin: va ut lou :::::::::: n:::::•:::::w::::::::v::::::•::::::::•::v: r: m::::: nw::: w::::::. r:::. •r w:: nw: wnv.v::::::.v..w:; nw„ .. .... v::• v: w.::4:•i: i:•:vi:4:•:+i+'•k+i •iiii: if::. :• ;;. .:., ::• :•::: :::::::r :•:::::..: ;n;v..:.: .: !i •::........v:wn:v:: r: iYY ii i:ii:4:•i}: r;•;•,•: }::r ...............v.4... ::>:n;;•.}v :::v.v: :. .... •: v::: •............{...........::...........................4:::.v.:i4iX•Y:•:Lii:•..., ........r:::i{:iii jii:?3:>.:::i�i iiii:f :?;. ::: A:::::: r: n•m:::::::::: w:is4Y4:4:4::v::v:::.:F►iilN�:M:i::?\S�i:ii:ivv.v::: v::::.v:::: r:: i:. Q •>GU •. 'it<Ui+�:: A1)otr::: �ecrs:: Iva: ::::>::i::iii::i>:<:::i<:>iii:::^:::>:::<z::::<:i::i::<::i:;::<::;;:i::i::i::ii:«::<::<;•::.::::•::::::h•:::::.::::.•:::::: �.:::.:::::>:.:. FRAMES: 1 (1.000) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Live 2 (1.000) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Alt Spn live -R 3 (1.000) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Alt Spn Live -L 4 (1.000) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Snow 5 (1.000) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Unbal Snowl-R 6 0.0001 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Unbal Snowl-L 7 0.333) 1.00 Dead Weight + 1.00 Wind 1 Right 8 (1.333) 1.00 Dead Weight + 1.00 Wind 1 Left 9 (1.333) 1.00 Dead Weight + 1.00 Wind 11 Ridge 10 (1.333) 1.00 Dead Weight +..1.00 Collat Grav +.1.00 Seismic Right 11 (1.333) 1.00 Dead Weight + 1.00 Collat Grav +,1.00 Seismic Left 12 (1.333) 1.00 Dead Weight + 0.50 Snow + 1.00 Wind 1 Right 13 (1.333) 1.00 Dead Weight + 0.50 Snow + 1.00 Wind 1 Left 14 (1.333) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Snow + 0.50 Wind 1 Right 15 (1.333) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Snow + 0.50 Wind 1 Left POSTS: 16 (1.333) 1.00 Wind 1 Right 17 (1.333) 1.00 Wind 1 left PURLINS: 1 (1.000) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Live 2 (1.000) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Snow 3 (1.333) 1.00 Dead Weight + 1.00 Wind 1 Right GIRTS: 1 (1.333) 1.00 Wind 1 Right 2 (1.333) 1.00 Wind 2 Left BRACING: 1 (1.333) 1.00 Dead Weight + 1.00 Wind 1 Right 2 (1.333) 1.00 Dead Weight + 1.00 Wind 1 Left 3 (1.333) 1.00 Dead Weight + 1.00 Collat• Grav + 1.00 Seismic Right 4 (1.333) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Seismic Left Varco-Pruden v� Buildings A United Domiaiod Company Built On Superior Service REACTIONS REPORT (Project Name: JESSEE BASE) (VP Quote No.: TQ930427084734) (VP Order No.: ) DATE: 01/26/94 TEWE: 16:50 PAGE: 06 of 40 .............................................. . :..................:...................:::•:::::•}::: •: r•:•::}r::}:::::i:::::::::rr:::::::rr:::::a•:}: •::: •: •::•.,r•r::.,••::::r:.,•::::::.,,•:.�:::::::::: r•:: r:•::::::::::::: }}:;�}}:�:•::.......................r....,......{..r..........., 91UBC - 1991 Uniform Building Code - Bldg. Use Category: 4 (MBMA Enduse= Manufring. Production [41 :..:: rr::.: �. �::::}:•::::.,::•:::::............................,.................,•r.:...:.:.r.•r.,•:::.::...:}::.}r..:::::::.:::.................................::{.i>:•i::;•»:c•>:•>:•} •i:•»ii:+.•i:•::•: }:::•::. �:::: }:•}::•:;•:{{•iii}i:. Roof Live Load = 20.00 Psf Building Code/Year = 91UBC Distance to Coast = N/A Reduced Live Load = Yes [1991 Uniform Building Code J Bldg Enclosure Category = Enclosed Ground Snow Load = 15.00 Psf Seismic Zone = 3 Bldg Base Elevation = 0/0/0 Roof Snow load (flat) = 9.00 Psf Building Use Category = 4 Snow Exposure Category = 1 Roof Snow load (sloped) = 9.00 Psf Rf Sht+Scndry Dead Ld = 2.11 Psf Thermal Category = 1 Wind Load Speed = 80.00 Mph Add'l Gravity Collateral = 0.00 Psf Snow Load % for Seismic = 0.0 Wind Load Pressure = 17.75 Psf Add'l Uplift Collateral = 0.00 Psf Built-up Section Spec. = 1989 AISC Wind Exposure Category = C (User Imposed Loads) Cold -Form Spec. = 1986 AISI Rainfall Intensity = 7.0 inches per hour _ Allow.0verstress Ratio = 1.030 . :.�::::::::;•};:::i::i::::nw::::::::ny{r.}•n,;isi;:x:.}:•}:?:•}:•;'o:^:,,•:::::: ttL{.}:f{::.}:J}yt.y};:: , v{:.:..... .f v , K ':;J'J {:•:n;.y};'{:•i}Y{4}yrr'Fr}w4}}}'•:i^:•}}:^ii}}::'4:4i:•: i}:?'i>'•iv:.}•:.:w v:: w:::: ••: r ..}..;•t:•v{{•:?A•}y�;�:}}:.i i?}}••; r•v}iii>ii'isy;�ti{{}�iisi$:{':;:ir;:.;rv{:}:}:8};r}{•A}:^'•}:4.,r?;..,}'•'.•:vi}}i•{{n::: •::^::?}:•:: n•vn••..*:•:: :. .. :•::Y•. • ri ..; m:?,+.P. •: v::: x: Y: %}:'•}IXv: vv,.; ...,v,•::.P: wniw:rr x: v; r.: wn�v::i:::}}::{.;;+i{4 n.......}•v:.,^.v.r.;.•••:: �,., �•..:., :.. .}.{iirri::;:}? ' • • r• iS r.,r...r...x..,........{.b....r....:::.......r..............n....r....r...,........,....,.,.::::::r.:::........,r..::.:......:.,.,:...,,a.:::•::::.;:.:� FRAMES: 1 (1.000) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Live 2 (1.000) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Alt Spn Live -R 3 (1.000) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Alt Spn Live -L 4 (1.000) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Snow 5 (1.000) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Unbal Snowl-R 6 (1.000) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Unbal Snowl-L 7 (1.333) 1.00 Dead Weight + 1.00 Wind 1 Right 8 (1.333) 1.00 Dead Weight + 1.00 Wind 1 Left 9 (1.333) 1.00 Dead Weight + 1.00 Wind 11 Ridge 10 (1.333) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Seismic Right 11 (1.333) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Seismic Left 12 (1.333) 1.00 Dead Weight + 0.50 Snow + 1.00 Wind 1 Right 13 (1.333) 1.00 Dead Weight + 0.50 Snow + 1.00 Wind 1 Left 14 (1.333) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 -Snow + 0.50 Wind 1 Right 15 (1.333) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Snow + 0.50 Wind 1 Left ENDPOSTS: 1 (1.333) 1.00 Wind 1 Right 2 (1.333) 1.00 Wind 1 Left BRACING: 1 (1.333) 1.00 Dead Weight + 1.00 Wind 1 Right 2 (1.333) 1.00 Dead Weight + 1.00 Wind 1 Left 3 (1.333) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Seismic Right 4 (1.333) 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Seismic Left a r Varco-Pruden Buildings A United Dominiot► Company n In REACTIONS REPORT - DATE: 01/26/94 (Project Name: JESSEE BASE) TME: 16:30 (VP Quote No.: TQ930427084734) DAV_V. Di ..F en 011111 Uri L)"YVI WI JCI VIGC (VP Order No.: 1 0/ C 0/ B A/ 1 Ldg Comb (Strs Incrs) H- V-zz Frm Pln= GRID GRID GRID GRID [Values shown are FL1 D/i 0/C 0/B A/1 resisting forces [P1n=121 0.0 4.9 OF the Foundation] 4.9 0.0 0.2 Frmg Cmb No. 2 (1.00) 0.0 1.2 FT+Hyy� 1.7 0.0 +Hyy 0.0 1.2 V =kips 0.0 +Hxx +Hxx �FVzz ��+Vzz � t 0.0 VzzA .Frmg Cmb No. 4 (1.00) - - Vzz M M=in -kips 3.0 0.0 3.0 - - - - Frame ID / Seg. No.--> S1 / 4008 S1 / 4009 S1 / 4010 S1 / 4011 Column Type ---------> Ext.Cotm Endpost Endpost Ext.Colm Grid 1 / Grid 2 -----> D/ V 0/ C 0/ B A/ 1 Base Plate (W x L) --) 8.0 x 10.0 8.0 x 10.0 8.0 x 10.0 8.0 x 10.0 A. Bolt Qty./ Diam.--> ( 2)- 0.750 ( 2)- 0.750 ( 2)- 0.750 ( 2)- 0.750 Colm Base Elevation--> 100/0/0 100/0/0 100/0/0 100/0/0 Load Type Description H- V-zz H-xx V-zz H-xx V-zz H- V-zz Dead Weight Framing - - - - 0.0 0.7 0.0 0.7 - - - - Live Framing 0.0 0.2 0.0 4.2 0.0 4.2 0.0 0.2 Alt Spn Live -R Framing 0.0 1.2 0.0 1.0 0.0 1.0 0.0 1.2 Att Spn Live -L Framing 0.0 0.2 0.0 4.2 0.0 4.2 0.0 0.2 Snow Framing - - - - 0.0 2.3 0.0 2.3 - - - - Unbal Snowt-R Framing 0.0 -0.1 0.0 1.4 0.0 2.0 - - - - Unbal Snowl-L Framing - - - - 0.0 2.0 0.0 1.4 0.0 -0.1 Wind 1 Right Framing -1.3 0.2 2.0 -3.2 2.0 -3.1 -0.8 0.0 Wind 1 Left Framing 0.8 0.0 -2.0 -3.1 -2.0 -3.2 1.3 0.2 Wind 11 Ridge Framing 1.2 -0.1 0.0 -3.0 0.0 -3.0 -1.2 -0.1 Seismic Right Framing - - - - - - - - - - - - - - - - Seismic Left Framing - - - - - - - - - - - - - - - - Wind 1 Right Bracing - - - - - - - - - - - - - - - - Wind 1 Left Bracing - - - - - - - - - - - - - - - - Seismic Right Bracing - - - - - - - - - - - - - - - - Seismic Left Bracing - - - - - - - - - - - - - - - - Wind 1 Right Endpost - - - - 2.0E -3.2E 2.0E -3.1E - - - - Wind 1 Left Endpost - - - - -2.OE -3.1E -2.OE -3.2E - - - - Grid 1 / Grid 2.-----> D/ 1 1 0/ C 0/ B A/ 1 Ldg Comb (Strs Incrs) H- V-zz H-xx V-zz H-xx I V-zz H- V-zz Frmg Cmb No. 1 (1.00) 0.0 0.2 0.0 4.9 0.0 4.9 0.0 0.2 Frmg Cmb No. 2 (1.00) 0.0 1.2 0.0 1 1.7 0.0 1.7 0.0 1.2 Frmg Cmb No. 3 (1.00) 0.0 0.2 0.0 4.9 0.0 4.9 0.0 0.2 .Frmg Cmb No. 4 (1.00) - - - - 0.0 3.0 0.0 3.0 - - - - Frmg Cmb No. 5 (1.00) 0.0 -0.1 0.0 2.1 0.0 2.8 - - - - Frmg Cmb No. 6 (1.00) - - - - 0.0 2.8 0.0 2.1 0.0 -0.1 Frmg Cmb No. 7 (1.33) -1.3 0.2 2.0 -2.5 2.0 -2.4 -0.8 0.0 Frmg Cmb No. _ 8 (1.33) _ 0.8 0.0 -2.0 -2.4 -2.0 -2.5 1.3 0.2 V? Buildings REACTIONS REACTIONS REPORT DATE: 01/26/94 A united DominioG Company (Project Name: JESSEE BASE) TME: 16:50 (VP Ouote No.: T09304270947341 Built On Superior Service (VP Order No.: ) rAt3V : o 6 0[ W Grid 1 / Grid 2 -----> D/ 1 1 0/ C 1 0/ B I A/ 1 .Ldg Comb (Strs Incrs) H- V-zz H-xx V-zz H-xx V-zz H- V-zz Frmg Cmb No. 9 (1.33) 1.2 -0.1 0.0 -2.2 0.0 -2.2 -1.2 -0.1 Frmg Cmb No. 10 (1.33) - - - - 0.0 0.7 0.0 0.7 - - - - Frmg Cmb No. 11 (1.33) - - - - 0.0 0.7 0.0 0.7 - - - - Frmg Cmb No. 12 (1.33) -1.3 0.2 2.0 -1.4 2.0 -1.3 -0.8 0.0 Frmg Cmb No. 13 0.33) 0.8 0.0 -2.0 -1.3 -2.0 -1.4 1.3 0.2 Frmg Cmb No. 14 0.33) -0.7 0.1 1.0 1.4 1.0 1.4 -0.4 0.0 Frmg Cmb No. 15 (1.33) 0.4 0.0 -1.0 1.4 -1.0 1.4 0.7 0.1 Post Cmb No. 1 (1.33) - - - - 2.0 -3.2 2.0 -3.1 - - - - Post Cmb No. 2 0.33) - - E - - E -2.0 -3.1 -2.0 -3.2 - - - - Varco-Pruden Buildings A United Domiaioil Company REACTIONS REPORT DATE: 01/26/94 (Project Name: LESSEE BASE) TIME: 16:50 (VP (biota No.: T0930427OR47341 Built Un Superior Service. (VP Order No.: irtt%3n; UT Ul 4U 7- Frm Pln= GRID GRID (Values shown are FL2 D/2 A/2 resisting forces [P1n=111 OF the Foundation] +Hyy +Hyy b.1 H,V =kips �+Vzz�ivzz M=in -kips Frmg Cmb No. 1 (1.00) -2.9 7.3 2.9 Frame ID Seg. No.--> S2 / 2009 S2 2008 1.4 Column Type ---------> Ext.CoLm Ext.CoLm -0.5 Grid I / Grid 2 -----> A/ 2 D/ 2 .Frmg Cmb No. 4 (1.00) Base Plate (W x L) -->, 8.0 x 8.0 8.0 x 8.0 5.9 A. Bolt Qty./ Diam.--> ( 2)- 0.750 ( 2)- 0.750 1.8 CoLm Base Elevation--> 100/0/0 100/0/0 1 Load Type Description H -YY IV-zz H-Yy V-zz Dead Weight Framing -0.5 1.4 0.5 1.4 Live Framing -2.4 5.9 2.4 5.9 Alt Spn Live -R Framing - - - - - - - - Alt Spn Live -L Framing - - - - - - - - Snow Framing -1.8 4.4 1.8 4.4 Unbat Snowl-R Framing -1.3 3.9 1.3 2.7 Unbat Snowl-L Framing -1.3 2.7 1.3 3.9 Wind 1 Right Framing -1.6 -4.2 -7.5 -8.0 Wind 1 Left Framing 7.5 -8.0 1.6 -4.2 Wind 11 Ridge Framing 0.1 -6.1 -0.1 -6.1 Seismic Right Framing -0.4 0.3 -0.4 -0.3 Seismic Left Framing 0.4 -0.3 0.4 0.3 Wind 1 Right Bracing - - - - - - - Wind I Left Bracing - - - - - - - - Seismic Right Bracing - - - - - - - - Seismic Left Bracing - - - - - - - - Wind 1 Right Endpost - - - - - - - - Mind I Left Endpost Grid I / Grid 2 -----> A/ 2 1 D/ 2 Ldg Comb (Strs Incrs) H -YY V-zz H -YY V-zz Frmg Cmb No. 1 (1.00) -2.9 7.3 2.9 7.3 Frmg Cmb No. 2 (1.00) -0.5 1.4 0.5 1.4 -Frmg Cmb No. 3 (1.00) -0.5 1.4 0.5 1.4 .Frmg Cmb No. 4 (1.00) -2.3 5.9 2.3 5.9 Frmg Cmb No. 5 (1.00) -1.8 5.3 1.8 4.2 Frmg Cmb No. 6 (1.00) -1.8 4.2 1.8 5.3 Frmg Cmb No. 7 (1.33) -2.1 -2.7 -7.0 -6.5 Frmg Cmb No. 8 (1.33) 7.0 -6.5 2.1 -2.7 Varco-Pruden Buildings REACTIONS REPORT DATE: 01/26/94 A United Dominion Company (Project Name: JESSEE BASE) TME: 16:50 (VP Quote No.: T09104270R47141 „. ,.., ... Varco-Pruden Buildings A United Dominioh Company REACTIONS REPORT (Project Name: 7FSSEE BASE) NP Mnte Nn.- MQUUMR47141 DATE: 01/26/94 TIME: 16:50 rnxin; 11 Ul to Built n SuperiorService (VP Order No.: ) ::.} :..:.,......r.:::.:. .:::::::.:.::......:.. :.......:j.::::.:. �;y����p (fir ���j .v: 4v; }::::::: ••:: •. .. .. :RAI �``I1ii:�vi}:!i:i::i'•'::}:; `tiii'ri}'riij:<�{i�'ri' r1Cf�lYil6i1C11'J1�3dr!.}:>:ti}i:{:::::::<{:::::::::w:::v.i�: :v: r.:v.:vr: ......:::•::::::n...........:r.:::n:rr.}.v:r:r•x:•::::::::::::::::::...:....:....:..r•...:::t:...:.::..�:.v:: :w:::.............. i. ..... n........... .. ........................n...............................v.......nf............................x............v..............................r.....v..........................................n....r.............::: Frm Pln= GRID GRID (Values shown are FL3 D/3 A/3 resisting forces (P1n=101 OF the Foundation) H. V =kips M=in -kips +Hyybl ;x/ t VZz Frame ID / Seg. No.--) S3 / 2005 S3 / 2004 Column Type ---------> Ext.Colm Ext.Colm Grid 1 / Grid 2 -----> A/ 3 0/ 3 Base Plate (W x L) --> 8.0 x 8.0 8.0 x 8.0 A. Bolt qty./ Diam.--> t 2)- 0.750 ( 2)- 0.750 Dead Weight Framing 0.0 -0.5 1.5 0.0 0.5 1.5 Live Framing 0.0 -2.4' 6.0 0.0 2.4 6.0 Alt Spn Live -R Framing - - - - - - - - - - - - Alt Spn Live -L Framing - - - - - - - - - - - - Snow Framing 0.0 -1.8 4.5 0.0 1.8 4.5 Unbal Snowt-R Framing 0.0 -1.4 4.0 0.0 1.4 2.8 Unbal Snowt-L Framing 0.0 -1.4 2.8 0.0 1.4 4.0 Wind 1 Right Framing 0.0 -1.6 -4.3 0.0 -7.6 -8.2 Wind 1 Left Framing 0.0 7.6 -8.2 0.0 1.6 -4.3 Wind 11 Ridge Framing 0.0 0.1 -6.2 0.0 -0.1 -6.2 Seismic Right Framing 0.0 -0.4 0.3 0.0 -0.4 -0.3 Seismic Left Framing 0.0 0:4 -0.3 0.0 0.4 0.3 Wind 1 Right Bracing -3.8B O.OB -2.68 -3.8B O.OB -2.6B Wind 1 Left Bracing 0.08 O.OB 2.68 O.OB O.OB 2.68 Seismic Right Bracing -1.OB O.OB -0.7B -1.OB O.OB -0.7B Seismic Left Bracing 0.08 0.03 o.7B o.aa 0:01S _O,?b Wind 1 Right Endpost - - - - - - - - - - Wind 1 Left Endpost I- - - - - - - - - - - - Grid 1 / Grid 2 -----) A/ 3 D/ 3 Ldg Comb (Strs Incrs) H-xx H- V-zz H-xx I H- V-zz Frmg Cmb No. 1 (1.00) 0.0 -2.9 7.5 0.0 2.9 7.5 Frmg Cmb No. 2 (1.00) 0.0 -0.5 1.5 0.0 0.5 1.5 Frmg Cmb No. 3 (1.00) 0.0 -0.5 1.5 0.0 0.5 1.5 .Frmg Cmb No. 4 (1.00) 0.0 -2.3 6.0 0.0 2.3 6.0 Frmg Cmb No. 5 (1.00) 0.0 -1.9 5.4 0.0 1.9 4.2 Frmg Cmb No. 6 (1.00) 0.0 -1.9 4.2 0.0 1.9 5.4 Frmg Cmb No. 7 (1.33) 0.0 -2.1 -2.8 0.0 -7.1 -6.7 Frmg Cmb No. 8 (1.33) 0.0 7.1 -6.7 0.0 2.1 -2.8 +Hyy10' ;x/ t Vzz Varco-Pruden Buildings A United Dominiod Company REACTIONS REPORT (Project Name: JESsEE BASE) (Vp Quote No.: T0930427OR47341 Built On Superior Service (VP Order No.: DATE: 01/26/94 TEWE: 16:50 FAUr'; I - U1 -#U -.1 ................. ........ I Grid 1 / Grid 2 -----> A/ 3 D/ 3 Ldg Comb Mrs Incrs) H-xx' H-yy IV-zz H-xx IH-yy V-zz Frmg Cmb No. 9 (1.33) 0.0 -0.4 -4.7 0.0 0.4 -4.7 Frmg Cmb No. 10 (1.33) 0.0 -0.9 1.7 0.0 0.1 1.1 Frmg Cab No. 11 (1.33) 0.0 -0.1 1.2 0.0 0.9 1.8 Frmg Cmb No. 12 (1.33) 0.0 -3.0 -0.6 0.0 -6.2 -4.4 Frmg Cmb No. 13 (1.33) 0.0 6.2 -4.4 0.0 3.0 -0.6 Frmg Cmb No. 14 (1.33) 0.0 -3.1 3.8 0.0 -1.5 1.9 Frmg Cmb No. 15 (1.33) 0.0 1.5 1.9 0.0 3.1 3.8 Post Cmb No. 1 (1.33) - - - - - - - - - - - - Post Cmb No. 2 (1.33) - - - - - - - - - - - - DATE: 01/26/94 TEWE: 16:50 FAUr'; I - U1 -#U -.1 ................. ........ I Varco-Pruden Buildings A United Dominion Company T •1. /% n n REACTIONS REPORT (Project Name: JESSEE BASE) (VP Quote No.: TQ930427084734) DATE: 01/26/94 TIME: 16:50 PA!_ -R• 13. nF dll 011111 Urt .)Upt:f lU/ JG/ VIGC (VP Order No.: ) A/ 4 - --- -- "- r::::::::: •. �::::::::::: \........... x ;;... v... vn....... r....v r ... .......... .r. �:::::. ....... v......rrn............n........... n ............ ...:.w:;:•::W::::w.w::::h:n.............\...r...................n.........v...... r: •}:ii4:•:v. �.w: •: rr::.�::..................... {i� n................... :::v:}}}:vp}}}:•i:4;v{:•....:.. Frm Pln= GRID GRID [Values shown are FL4 0/4 A/4 resisting forces [Pln=g) 7.3 OF the Foundation) +Hyy 7.3 +Hyy 0.0 -0.5 � +Hxx H. V =kips Vzz � +Hxx t Vzz 0.5 M=in -kips Frmg Cmb No. 3 (1.00) 0.0 Frame ID / Seg. No.--> S2 / 2001 S2 / 2000 Column Type ---------> Ext.Colm Ext.Colm Grid 1 / Grid 2 "­> A/ 4 D/ 4 Base Plate (W x L)---> 8.0 x 8.0 8.0 x 8.0 A. Bolt qty./ Diam.--> ( 2)- 0.750 ( 2)- 0.750 Colm Base Elevation--> 100/0/0 100/0/0 Load Type Description H-xx H- V-zz H-xx H- V-zz Dead Weight Framing 0.0 -0.5 1.4 0.0 0.5 1.4 Live Framing 0.0 -2.4 5.9 0.0 2.4 5.9 Alt Spn Live -R Framing - - - - - - - - - - - - Alt Spn Live -L Framing - - - - - - - - - - - - Snow Framing 0.0 -1.8 4.4 0.0 1.8 4.4 Unbal Snowl-R Framing 0.0 -1.3 3.9 0.0 1.3 2.7 Unbal Snowl-L Framing 0.0 -1.3 2.7 0.0 1.3 3.9 wind 1 Right Framing 0.0 -1.6 -4.2 0.0 -7.5 -8.0 Wind 1 Left Framing 0.0 7.5 -8.0 0.0 1.6 -4.2 Wind 11 Ridge Framing 0.0 0.1 -6.1 0.0 -0.1 -6.1 Seismic Right Framing 0.0 -0.4 0.3 0.0 -0.4 -0.3 Seismic Left Framing 0.0 0.4 -0.3 0.0 0.4 0.3 Wind -1 Right Bracing 0.08 O.OB 2.6B O.OB O.OB 2.68 Wind 1 Left Bracing 3.9B O.OB -2.6B 3.9B 0.08 -2.6B Seismic Right Bracing o•o-s o•On 0.3 B •O:oB 0.03 Seismic Left Bracing 1.0B O.OB -0.78 1.OB 0.08 -0.7B Wind 1 Right Endpost - - - - - - - - - - - - wind 1 left Endpost - - - - - - - - - - - - Grid 1 / Grid 2 -----> A/ 4 D/ 4 Ldg Comb (Strs Incrs) H-xx H- V-zz H-xx H- V-zz Frmg Cmb No. 1 (1.00) 0.0 -2.9 7.3 0.0 2.9 7.3 Frmg Cmb No. 2 (1.00) 0.0 -0.5 1.4 0.0 0.5 1.4 Frmg Cmb No. 3 (1.00) 0.0 -0.5 1..4 0.0 0.5 1.4 .Frmg Cmb No. 4 (1.00) 0.0 -2.3 5.9 0.0 2.3 5.9 Frmg Cmb No. 5 (1.00) 0.0 -1.8 5.3 0.0 1.8 4.2 Frmg Cmb No. 6 (1.00) 0.0 -1.8 4.2 0.0 1.8 5.3 Frmg Cmb No. 7 (1.33) 0.0 -2.1 -2.7 0.0 -7.0 -6.5 Frmq Cmb No. 8 (1.33) 0.0 7.0 -6.5 0.0 2.1 -2.7 Varco-Pruden Buildings REACTIONS REPORT DATE: 01/26/94 A United Dominioh Company (Project Name: JEssEE BASE) TRAE: 16:50 NP Ouote No.: TC)9304270R47341 Built On Superior Service (VP Order No.: ) _ - rAbb: "I of W REA :: (1 8:8. I:i?AiyaE(3 � �• : � ..... :;: , Grid 1 / Grid 2 -----> A/ 4 D/ 4 Ldg Comb (Strs Incrs) H-xx H- V-zz H-xx H- V-zz Frmg Cmb No. 9 (1.33) 0.0 -0.4 -4.6 0.0 0.4 -4.6 Frmg Cmb No. 10'(1.33) 0.0 -0.9 1.7 0.0 0.1 1.1 Frmg Cmb No. 11 (1.33) 0.0 -0.1 1.2 0.0 0.9 1.8 Frmg Cmb No. 12 (1.33) 0.0 -3.0 -0.5 0.0 -6.1 -4.3 Frmg Cmb No. 13 (1.33) 0.0 6.1 -4.3 0.0 3.0 -0.5 Frmg Cmb No. 14 (1.33) 0.0 -3.1 3.8 0.0 -1.5 1.9 Frmg Cmb No. 15 (1.33) 0.0 1.5 1.9 0.0 3.1 3.8 Post CmbNo. 1 (1.33) -- -- -- -- -- -- Post Cmb No. 2 (1.33) - - I - - I - - - - - - - - Varco-Pruden Buildings A United Dominiod Company REACTIONS REPORT (Project Name: IEssEE BASE) NP Ouote No.: T0930427OR47341 DATE: 01/26/94 TIME: 16:50 Buctt Un Su ertor Service (VP Order No.: ) 1 7/ C rw%3ly; " Ol ItY Ldg Comb (Strs Incrs) ------------- V-zz I H-xx ...:.:......::: Frm Pln= GRID GRID GRID GRID (Values shown are FL6 D/6 7/C 7/8 A/6 resisting forces [Pln=8) ��7 0.2 Frmg Cmb No. 2 (1.00) OF the Foundation) 1.2 0.0 1.7 +Hyy+Hyy Fl 0.0 1.2 Frmg Cmb No. 3 (1.00) 0.0 0.2 , H, V =kips 0.0 +"to] tvzz;�/ 0.0 +Hxx �+Vzz .Frmg Cmb No. 4 (1.00) t - - 0.0 3.0 0.0 *Vzz - - Vzz Frmg Cmb No. 5 (1.00) M=in -kips - - 0.0 2.8 0.0 2.1 0.0 Frame ID / Seg. No.--> S1 / 4003 S1 / 4002 S1 / 4001 S1 / 4000 Column Type ---------> Ext.Colm Endpost Endpost Ext.Colm Grid 1 / Grid 2 -----> A/ '6 7/ B 7/ C D/ 6 Base Plate (W x L) --> 8.0 x 10.0 8.0 x 10.0 8.0 x 10.0 8.0 x 10.0 A. Bolt qty./ Diam.--> ( 2)- 0.750 ( 2)- 0.750 ( 2)- 0.750 ( 2)- 0.750 Colm Base Elevation--> 100/0/0 100/0/0 100/0/0 100/0/0 Load Type Description H- V-zz H-xx V-zz H-xx V-zz H- V-zz Dead Weight Framing - - - - 0.0 0.7 0.0 0.7 - - - - Live Framing 0.0 0.2 0.0 4.2 0.0 4.2 0.0 0.2 Alt Spn Live -R Framing 0.0 1.2 0.0 1.0 0.0 1.0 0.0 1.2 Alt Spn Live -L Framing 0.0 0.2 0.0 4.2 0.0 4.2 0.0 0.2 Snow Framing - - - - 0.0 2.3 0.0 2.3 - - - - Unbal Snowl-R Framing - - - - 0.0 2.0 0.0 1.4 0.0 -0.1 Unbal Snowl-L Framing 0.0 -0.1 0.0 1.4 0.0 2.0 - - - - Wind 1 Right Framing -0.8 0.0 2.0 -3.1 2.0 -3.2 -1.3 0.2 Wind 1 Left Framing 1.3 0.2 -2.0 -3.2 -2.0 -3.1 0.8 0.0 Wind 11 Ridge Framing -1.2 -0.1 0.0 -3.0 0.0 -3.0 1.2 -0.1 Seismic Right Framing - - - - - - - - - - - - - - - - Seismic Left Framing - - - - - - - - - - - - - - - - Wind 1 Right Bracing - - - - - -- Wind 1 Left Bracing - - - - - - - - - - - - - - - - Seismic Right Bracing - - - - - - - - - - - - - - - - Seismic Left Bracing - - - - - - - - - - - - - - - - Wind 1 Right Endpost - - - - 2.0E -3.1E 2.0E -3.2E - - - - Wind 1 Left Endpost - - - - -2.OE -3.2E -2.OE -3.1E - - - - Grid 1 / Grid 2 -----> A/ 6 1 7/ 8 1 7/ C I D/ 6 Ldg Comb (Strs Incrs) H- V-zz I H-xx V-zz H-xx V-zz I H- V-zz Frmg Cmb No. 1 (1.00) 0.0 0.2 0.0 4.9 0.0 4.9 0.0 0.2 Frmg Cmb No. 2 (1.00) 0.0 1.2 0.0 1.7 0.0 1.7 0.0 1.2 Frmg Cmb No. 3 (1.00) 0.0 0.2 0.0 4.9 0.0 4.9 0.0 0.2 .Frmg Cmb No. 4 (1.00) - - - - 0.0 3.0 0.0 3.0 - - - - Frmg Cmb No. 5 (1.00) - - - - 0.0 2.8 0.0 2.1 0.0 -0.1 Frmg Cmb No. 6 (1.00) 0.0 -0.1 0.0 2.1 0.0 2.8 - - - - Frmg Cmb No. 7 (1.33) -0.8 0.0 2.0 -2.4 2.0 -2.5 -1.3 0.2 _Fang Cmb No. 8 (1.33) 1.3 0.2 -2.0 -2.5 -2.0 -2.4 0.8 0.0 P Varco-Pruden Buildings A United Domiaioe Company REACTIONS REPORT (Project Name: ]ESSEE BASE) nfo n.. _._ wr_ . �r^AgA—nAO—A% DATE: 01/26/94 TIME: 16:50 Varco-Pruden Buildings A United Dominio6 Company T •1. A A A COVERINGS and FASTENERS (Project Name: LESSEE BASE) (VP Quote No.: TQ930427084734) DATE: 01/26/94 TIME: 16:50 DA VV. 17 ..P An Ouui Uft .)UPC[_1Ui- 3CFV9ce (VP Order No.: OI()B:ANC):.'lfifhi;.L:..:i?� :F :, ... ..•::;.::.s>:.;A:.;•:<:>::;::>;::•;:..:>:<:>::»::>:. ****** PROJECT REFERENCE ******* Project Name : JESSEE BASE IRoof and Wall Coverings for VARCO-PRUDEN BUILDINGS are designed for environmental loads, such as Wind.Loads, Live Loads, and Snow Loads, including Snow Drift loads due to Roof Height Changes . 91UBC - 1991 Uniform Buil ing Code APPLIED Roof Live Load = 20.00 Psf SEALANT 24" COVERAGE Distance to Coast = 101 Miles Reduced Live Load = Yes EXTERIOR SURFACE 1 4b" Bldg Enclosure Category = Enclosed Ground Snow Load = 15.00 Psf Seismic Zone = 3 Bldg Base Elevation = 0/0/0 Roof Snow Load = 9.00 Psf Building Use,Category.._... = 4 Snow Exposure Category. =.1 �.. 2 3Ar TYP.-.� �.- BEARING EDGE Thermal Category = 1 Wind Load Velocity = 80.00 Mph Add'L Gravity Collateral = 0.00 Psf Snow Load % for Seismic = 0.0 Wind Load Pressure = 17.75 Psf Add'L Uplift Collateral = 0.00 Psf Built-up Plate Spec. = 89AISC Wind Exposure Category = C (User Imposed Loads) Cold -Form Gage Spec. = 86AISI FACTORY APPLIED SEALANT 24" COVERAGE 36" COVERAGE 2 ;4 2 ai" SMOOTH 12" TYPC. 1" T� SMOOTH EXTERIOR SURFACE 1 4b" EXTERIOR SURFACE 1 iia' 7 ., 3" -i 1 i ROOF PNL 2 3Ar TYP.-.� �.- BEARING EDGE (ROOF PNLS ONLY) TOP OF RIB IN TOP OF RIB TOP OF RIB IN TOP OF RIB COMPRESSION IN TENSION COMPRESSION IN TENSION NOMINAL BASE METAL DEFLEC. LOAD DEFLEC. LOAD NOMINAL BASE METAL DEFLEC. LOAD DEFLEC. LOAD GAGE THICKNESS IX (IN.4) SX (IN.3) IX (IN.4) SX (IN.3) GAGE THICKNESS IX (IN.4) SX (IN.3) IX (IN.4) SX (IN.3) 26 1 0.0184 1 0.0332 1 0.0367 24 1 0.0220 1 0.0417 1 0.0475 22 1 0.0273 1 0.0547 1 0.0575 1 0.0368 1 0.0454 1 0.0444 1 0.0555 1 0.0559 1 0.0628 24 1 0.0220 1 0.2510 1 0.1143 1 0.1242 1 0.0815 PANEL RIB ROOF & WALL PANELS (PR) STANDING SEAM ROOF PANELS (SSR) 16" COVERAGE 36" COVERAGE 5" 6" EMBOSSED 5" EXTERIOR EMBOSSED 12" TYP. 2 9fe" TYPI r EXTERIOR SURFACE 1 ile" SURFACE 1 V4" 1 V4 3' -1 1" TYP.- �. TOP OF RIB IN TOP OF RIB TOP OF RIB IN TOP OF RIB COMPRESSION IN TENSION COMPRESSION IN TENSION NOMINAL BASE METAL DEFLEC. LOAD DEFLEC. LOAD NOMINAL BASE METAL DEFLEC. LOAD DEFLEC. LOAD GAGE THICKNESS IX (IN.4) SX (IN.3) IX (IN.4) SX (IN.3) GAGE THICKNESS IX (IN.4) SX (IN.3) IX (IN.4) SX (IN.3) 260.0184 1 0.0201 1 0.0289 1 0.0236 0.0374 24 1 0.0220 1 0.2951 1 0.1683 0.3797 0.1576 24 0.0220 1 0.0226 1 0.0330 0.0266 0.0474 22 0.0273 0.3239 0.1827 0.4189 0.1758 22 0.0273 0.0263 0.0393 0.0307 0.0541 SPAN LOC WALL PANELS (SL) VEE RIB WALL PANELS (VR) Varco-Pruden Buildings A United Dominio6 Company COVERINGS and FASTENERS (Project Name: LESSEE BASE) (VP Ouote No.: TO9304270847341 DATE: 01/26/94 TIME: 16:50 Built Un Superior Service (VP Order No.: ::•l�kN.C•:W��:71'l+\l'iS:'.4V� ti:$iilii}iiii}ii:i'..:.......:........r • ::?:.::.v:: •:: ::•::?:•:::: :•�:: •.v::: :•: :•:::: •}::::::::.v •i: }v$::::: :•:::::::::: �::::::::: v ::::::::::::. �:: ?•::::::::.v:.r?•v.•. �::::. �::::: •�.T.�711 .��•jti:i'•'�iv:�%i �: i•:::::::::::>:: •: .. v..... .:. �::.:.w::::::•:::::::::v::•::•::::.:::::::.:::::::: i:•}::::::::':•CT:::::::::::v:v::::vv:: n?:w::•n•::::: �•:. Pin Pin Pin Cvrg Cvrg UL - ID Type Name Covering Type Finish Gage 90 2 WALL WEST Vee Rib (VR) SP 26 No 3 WALL NORTH Vee Rib (VR) SP 26 No 4 WALL EAST Vee Rib (VR) SP 26 No 5 WALL SOUTH Vee Rib (VR) SP 26 No 6 ROOF ROOF1 Panel Rib (PR) GALVM 26 No 7 ROOF ROOF2 ' Panel Rib (PR) GALVM 26 No 13 WALL 13 No Panels 14 WALL 14 No Panels 15 WALL 15 No Panels Varco-Pruden Buildings A United Dominiod Company Built On Superior Service BRACING DESIGN DATA (Project Name: JESSEE BASE) (VP Quote No.: TQ930427084734) (VP Order No.: ) DATE: 01/26/94 TIME: 16:50 PAGE: 19 of 40 i:}Fiiiii?'r:i:{{i:i?��iiii:}:}}}i}>$:} Yir :i};?niii.'�i::i:;ri+•}}:i:S�':?i{•$h��i iiTi::i? �i!viii`ii::iiiiiiiii�'�iiiiiiiyii'�i:i�ii?�i:�iji:i::{•i:....j .. :. { '• •. ii:+iii:::::: w:: •.; }.:::::::::: }•:::::..... ..... %•... ..... \{..{............... ....... v...............................::: :w:::::::•}:J;• '" `} ::; ;l?iijii:>i^iii:>.�'�:i�}iiii:;:}�iiii{�i:< •::: F.v:: +.^; +w::: v: r.•{w.�:. �:::}w. {:•: v: }:::::•••: •: •::::. �:::::::: }:::::::}::::::wx::::::::::::::::.�:::::: w::::::::::: �.Ta�i7l .�IJ•:: •.i:••::':v::v :fi::•x:::; +{•i}:.+:{: $RA£ELtiGr:DI��.S'iCI!J:: •JlYi r:;>:::::•:::::::.; �{.:::::�•::.{•:.�:::::::::}::h::.+..:::::::}:::..�{.::::::•.,•::.:::::::::::::.::::..•:..•..•::::::::.�::::.�:::: �•::::::•::::.::::::.�:....�..:...:::�•::}: r:•:.�::::::.,•::::•::}::::.�:. DESCRIPTION: Diagonal Roof Bracing is typically used by Varco-Pruden Buildings to resist lateral wind loads and seismic forces acting perpendicular to the rigid frames. This Diagonal "X" -Bracing transmits the applied Loads throughout the roof planes, delivering them to vertical bracing systems, and eventually into the foundation. Vertical Bracing systems are typically diagonal "X" -Bracing similar to roof plane bracing, although may also utilize vertical diaphragms, moment -resisting frames, concentric braced frames utilizing tension/compression members or tension only members, or other types of bracing systems, as permitted by Specifications. ANALYSIS: Varco-Pruden Buildings Diagonal Bracing is analyzed by the Stiffness Method for the applied wind loads and seismic loads acting on the structure. All diagonal members are assumed to be considered to have pinned connections, while moment frames are typically assumed to be AISC Type 1 Construction (rigid frames). with pinned base connections. DESIGN: Diagonal Bracing is designed for axial forces, using the prevailing AISC Allowable forces acting on the Net Area of each member. Moment frames are also designed in accordance with AISC allowed working stresses. MATERIAL: Typical Rod Bracing used by Varco-Pruden Buildings is 65 ksi Structural Steel. Angle bracing is typically 36 ksi steel, tube bracing is 46 ksi, and moment frames are typically designed and constructed from 50 ksi steel. {:.}:.. » i::iii•:i;:}>}:•}:•>;.,}}•.}};:.:<{{{•}}:.:<.}}:•;..}:<;:.}:•}};:{{•;:.;:.;•.}:}>::•}}:•};:>:.>:.;:{:.}};};}:;.:;.:�:{•}>:.}}:.}}}};}:.}::.: }}:<:.»•:}:.: ....}>}}:: ...{..{.:........... n............. :..:::.:.::::::::::::n•::::::::........:nv:..w::::n�.:::::::::::::::...............................v.:}4w::::. �. �::::.w:: A:::::::::::: �:v :• ::;..........:::.w:n:�.�:::: x}i}}}}}}:•}}Y�:^i}i}}}}iU:{•}}}}}}:v:{•}:•}}}i Live Load : 20.00 PSF Add'l Dead(Gravity): .00 PSF Ground Snow : 15.00 PSF Roof Snow : 9.00 PSF Frame Dead Load : 2.50 PSF Purlins/Sheeting : 2.10 PSF Wind Load : 80.00 MPH0 7.75 PSF) Add'l Dead(Uplt) .00 PSF Building Code :91UBC Bldg Use Category :4 Exposure Factor :C Seismic Zone :3 Enclosure Factor:Enclosed Load Stress Design Case Factor Case Load Combinations 1 1.33 Y 1.00 Dead Weight + 1.00 Wind 1 Right 2 1.33 Y 1.00 Dead Weight + 1.00 Wind 1 Left 3 1.33 Y 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Seismic Right 4 1.33 Y 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Seismic Left Varco-Pruden Buildings A United Dominiod Company Built On Superior Service BRACING DESIGN DATA (Project Name: JESSEE BASE) (VP Quote No.: TQ930427084734) (VP Order No.: ) DATE: 01/26/94 TME: 16:50 PAGE: 20 of 40 .;:.v:•::^:{:::::::::•{::.;::::.:,w::::.v{4:w::::::.:v: •: . G..Mfl� tib ;: n}::::v{::.:}•::.y::; 1�1 ;. .. .. .... ;'v}'..:::.:rw.9.v::.v: •. f .v r}vy }:•:{{'{{$:;Y•v}}:{;ri}n{:•...v :.v.:......;.y{j;:;:i{>.:{iS:>.;'iS:Y r.{... .r. f{x ........ }.. •: riS... 'S(:.:}.,•}::.,,:.:::.::::::::::::.:::::}::::::::..{.:::,:,. •. x::.v :?:3;.}y{{•}:•:}:•yG: vvf.• :v •.vw::: }:::::: Q•}•n}}};};nv;}n}A}ii;{;}{}}:!i}:L}:{•}:v. .;\:{.:. '4:v is r...,.v Pin Plane Member Frame Lines Size and Length Contrlg Load Stress No. Name No. From To Description (ft.) Ld Comb (kips) Ratio 3 NORTH 6001 FL4 FL3 R.500 29.68 2 -4.60 .67 3 NORTH 6002 FL4 FL3 R.500 29.68 2 -4.60. .67 5 SOUTH 6003 FL4 FL3 R.500 V 29.68 2 -4.60 .67 5 SOUTH 6004 FL4 FL3 R.500 29.68 2 -4.60 .67 6 ROOF1 6005 FL4 FL3 R.375 26.41 2 -3.19 .82 6 ROOF1 6006 FL4 FL3 R.375 ✓ 27.54 1 -1.43 .37 6 ROOF1 6007 FL4 FL3 R.375 26.41 2 -3.19 .82 6 ROOF1 6008 FL4 FL3 R.375 27.54 1 -1.43 .37 / 7 ROOF2 6009 FL4 FL3 ...._ ..R.375 / 27.54 1 ...-1.43 .37 7 ROOF2 6010 FL4 FL3 R.375 ���/// 26.41 2 -3.19 .82 7 ROOF2 6011 FL4 FL3 R.375 26.41 2 -3.19 .82 7 ROM 6012 FL4 FL3 R.375 27.54 1 -1.43 .37 Note - See Drawines for Member and Johd Locations. Varco-Pruden SECONDARY STRUCTURAL v� Buildings DESIGN DATA A United Dominion Company (Project Name: JESSEE BASE) (VP Quote No.: TQ930427084734) Built On Superior Service (VP Order No.: ) DATE: 01/26/94 TIME: 16:50 PAGE: 21 of 40 ........... r: .;.; v{: .•$: •$$:{:$$ n:::ii}:$$i$$$::$?;i:;:$;{:::.'?r;>:;:$ ............ :::. w:............................n::• nv.vnv:::.: i.::.w::: ;• :ri.:: rr.: ii:{?{?4ii:??{b::i?•iT: DESCRIPTION: Varco-Pruden Purlins, Girts, Eave Purlins, and Miscellaneous Secondary Framing Members are typically cold -formed, Z-shaped or C-shaped members, either 6 1/2", 8 1/211, 11 1/2", or 14" in depth. ANALYSIS: Simple Purlins and Girts- analyzed as simple beams, supported at each end by the Primary Frames. The boundary conditions used assume pinned connections at each frame support and span lengths equal to the distance between the frame centerlines. Continuous Purlins and Girts- analyzed as continuous beams, utilizing the Stiffness Method of indeterminant analysis. Purlin or Girt continuity over frame supports is developed by extending them into adjacent bays and lapping to each other to provide a double section in the region of highest moment. Pinned -connections occur at purlin or girt ends. DESIGN: Purlins, Girts and other cold -formed secondary structural members are designed in accordance with the American Iron and Steel Institute (AISI), typically using steel based upon ASTM A570, and having a minimum yield strength of 55,000 psi. WCM :. i ..... ....... n!r•: v^::,v; r>:v::......:......r:v:v:.::;••vn;•i;•i:4:•i$: }$....!..............:.: i:4:•i:•:.i•: :C:4:: }:4:Ji:4:?!•i$:>.:•} :!:i:<$$$i::$:::$?::::•>::•>ii::i::$$:o•.':YY:.;s$$:::z:$$:;:;:;:::::;:$$i::4i::r is i`E•:::::E#:ES;cic;:::'t;;%#• Live Load 20.00 PSF Add'l Dead(Gravity): .00 PSF Ground Snow Load: 15.00 PSF Sheeting 1.07 PSF Wind Load : 80.00 MPH(17.75 PSF) Total Dead Load : 1.07 PSF Add'l Dead(Uplt): .00 PSF Building Code : 91UBC Bldg Use Category 4 Exposure Factor : C Seismic Zone : 3 Enclosure Factor: Enclosed Load Combinations for Girt Design Load Stress Case Factor Load Combinations 1 1.33 1.00 Wind 1 Right 2 1.33 1.00 Wind 2 Left Load Combinations for Purlin Design Load Stress Case Factor Load Combinations 1 1.00 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Live 2 1.00 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Snow 3 1.33 1.00 Dead Weight + 1.00 Wind 1 Right + 1.00 W React 1 Righ 4 1.33 1.00 Dead Weight + 1.00 Wind 1 Right + 1.00 W React 1 Left 5 1.33 1.00 Dead Weight + 1.00 E React Right 6 1.33 1.00 Dead Weight + 1.00 E React Left Load Combinations for Girt Deflection Load Stress Case Factor Load Combinations 1 1.00 .75 Wind 1 Right 2 1.00 .75 Wind 2 Left Load Combinations for Purlin Deflection Load Stress Case Factor Load Combinations 1 1.00 1.00 Snow 18091 - - - - - - - - - - - - - - 18092 - - - - - - - - - - - - - - - - IB023--- - - - - - - - - - 18094_ - - - - - - - .. I 13 I I THE GENERAL CONTRACTOR AND/OR ERECTOR I I tt09 I REV DATE BY OESC. BLOR. M00Mn Building ComaenV I I DATE 02/26/94 160A4 1808s 1 18088 I 18087 18088 160119 BUILDING IN COi004AMM WITH THIS ORAWIN0. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE VARW-PAUDEN ERECTION DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTIML INCLUDING THE CORRECT USE OF TEMPORARY BRACING.## 1 1 1 1 LOC. CHICO. CA I I I I 6010 I 1 IPRGJ. JESSEE BASE I I I I PARE Sdo�e 16079 t Seoeo 1 18061 I leaez Sd063 I I 11 1 1 I I 6 I I 1 1 II id0i2 18073 I 18074 1 18075 1 18076 1dob I I 11 I I 1 I ��2 1 I I I 11 3d0�8 18067 1 16066 1 18069 ( 18070 Sd0711 F -i— — — — — — 34 + 11860 18081 I 18082 18063 I 18064 18089 II I I 0009 4: 18054 18059 2 18096 I 18097 I 16058 18039 11 I 1 I I I 6106, 1 I 1 1 II 18048 18049 I I 18090 I G I 18051 G 38092 II 38053 U I I I I I I t I 1;009 I i I 1 1 11 16042 18043 1 18044 I 18045 I 18046 16047 I I I I I I I 1 600" 1 I I I I I Sd0 8- 18037 18038 4 - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -1�0A1 13 THIS DRAWING, INCLUDING THE INFORMATION HEREON. THE GENERAL CONTRACTOR AND/OR ERECTOR Roof Secondary QUOTE T0930427084734 JOB REV DATE BY OESC. BLOR. M00Mn Building ComaenV DATE 02/26/94 REMAINS THE PROPERTY OF VARCO-PHUOEN BUILDINGS. A UNITED DOMINION COMPANY. I9 SOLELY RESPONSIBLE FOR ACCURATE. GOOD DUALITY WORKMANSHIP IN ERECTING THIS OUST. JON GRAY TIME 27•. 03 IT IS PROVIDED FOR ERECTING THE BUILDING OESCRIBEO IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVALOF VARCO-PRUOEN BUILDINGS. BUILDING IN COi004AMM WITH THIS ORAWIN0. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE VARW-PAUDEN ERECTION DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTIML INCLUDING THE CORRECT USE OF TEMPORARY BRACING.## LnJ �� 0 f LOC. CHICO. CA V(/. VARCO-PRUOEN BUILDINGS ra�oo.vea es�P ORAW/CMECM IPRGJ. JESSEE BASE ALE NTS BLDG. - 40A100R18 PARE 13 Varco-Pruden SECONDARY STRUCTURAL Buildings DESIGN DATA A United DomiDiod Company (Project Name: JESSEE BASE) Built On Superior Service (VP Order No.: Q930427084734) DATE: • 01/26/94 TEM: 16:50 PAGE: 22 of 40 Version 2.1 Desion String No.20 Plane = ROM (Roof) [Start X =0"_Y =3 3/8" Z =16'-0 1/4"] Qty: 2 I -------- End 1 Span -------- --Interior Span -- I -------- End 2 Span -------- Seg Seg Segment I -Actual Stress-- Ld Lap -Actual Stress- Ld I ---Actual Stress--- Ld Lap No. Length Description I Bendl ShrlCombl Wcp Case L th I Bendl ShrJCombJWcp Case I 8endJShr1Comb1Wcp1Case L th 18037 24.0 8.5"x.059" EZ S-StrPr .01 .25 .88 .88 1 18038 25.0 8.5"x.073" EZ S-StrPr .53 .00 .59 .00 3 18039 25.0 8.5"x.073" EZ S-StrPr I .53 .00 .98 .00 4 18040 24.0 8.5"x.059" EZ S-StrPr ( .01 .25 .88 .88 1 _Design String No.21 Plane = ROM (Roof) [Start X =0" Y =4'-4 9/16" Z =16'-4 3/8"1 Qty: 2 I -------- End 1 Span -------- --Interior Span -- P I -------- End 2 Span -------- Seg Seg Segment I -Actual Stress-- Ld Lap I -Actual Stress- Ld I ---Actual Stress--- Ld Lap No. Length Description I Bendl ShrlCombl Wcp Case Lath I Bendl ShrlComblWcp Case I BendlShrlComblWcplCase lgth 18043 24.0 8.5"x.073" Z C-Purin I .01 .19 .88 .88 1 I .49 .21 .65 .65 1 18 18044 25.0 8.5"x.059" Z C-Purin I .49 .18 .65 .65 . 1 18 I .86 .46 .90 1 I .43 .24 .64 .64 1 18 I 18045 25.0 8.5"x.059" Z C-Purin I .43 .24 .64 .64 1 18 I .86 .46 .90 1 I .49 .18 .65 .65 1 18 I 18046 24.0 8.5"x.073" Z. C-Purin I .49 .21 .65 .65 1 18 I .01 .19 .88 .88 1 I Design String No.22 Plane = ROM (Roof) [Start X =0" Y =8'-5 3/4" Z =16'-8 1/2"1 Qty: 2 I -------- End 1 Span -------- I --Interior - - Span P I -------- End 2 Span --_----- Seg Seg Segment I -Actual Stress-- Ld Lap I -Actual Stress- Ld I ---Actual Stress--- Ld lap No. Length Description I Bendl ShrlCombl Wcp Case Lgth I Bendl ShrlComblWcp Case I BendlShrlComblWcplCase lgth 18049 24.0 8.5"x.073" Z C-StrPr I .01 .21 .97 .97 1 I .55 .23 .73 .73. 1 18 I 18050 25.0 8.5"x.059" Z C-StrPr I .55 .20 .73 .73 1 24 I .85 .49 .92 1 I .48 .26 .71 .71 1 18 I 18051 25.0 8.5"x.059" Z C-StrPr I .48 .26 .71 .71 1 18 I .85 .49 .92 1 I .55 .20 .73 .73 1 24 i b 2 tb' 2 lh' 2 W 2 14' � I I so 50' T UP6 y,• L T 50' B N' LIP u so. � 11 Y2' LIP' 14' L'I F2 -i:I F2 �,i F�i "I F•� 5 W ZEE 6 15' CEE 8 W ZEE 8 W CEE 11 W ZEE 4• ZEE 1E DESIGN IX SX IX SX DESIGN IX SX IX SX DESIGN IX SX DESIGN IX SX THICKNESS IN4 IN3 IN4 IN3 THICKNESS IN4 IN3 IN4 IN3 THICKNESS IN4 6K3 THICKNESS IN4 IN3 1.225 4.71 1.297 1.470 1.51 1.709 5.9 1.791 .05 9.04 1.778 .89 .860 .O6 10.0 .088 .87 ,197 .07J 11. 2.561 11.24 .601 .082 12.90 3.027 12.59 2.953 .092 14.4 3.39 14.08 .313 .10 16.42 3.864 18.00 ].765 .120 16.70 4.400 18.19 4.260 B W GIRTS / PURLINS .065 24.97 - 2.9 9 .073 28.48 3.728 .082 31.94 4.499 .092 35.79 5.350 .105 40.76 6.178 .120 46.48 7.479 11 W PURLINS .O6 .A.N.I. .073 46.09 4.725 .082 52.10 5.773 .092 58.11 7.047 .105 87.02 8.820 .120 6.4 10.683 1.91j+6 .64 2.042 ffi0a. 2.1 2.41 2.280 2.433 8.40 2.585 2.766 9.53 2.932 6 IV GIRTS / PURLINS 14- PURLINS Desion String No.20 Plane = ROM (Roof) [Start X =0"_Y =3 3/8" Z =16'-0 1/4"] Qty: 2 I -------- End 1 Span -------- --Interior Span -- I -------- End 2 Span -------- Seg Seg Segment I -Actual Stress-- Ld Lap -Actual Stress- Ld I ---Actual Stress--- Ld Lap No. Length Description I Bendl ShrlCombl Wcp Case L th I Bendl ShrJCombJWcp Case I 8endJShr1Comb1Wcp1Case L th 18037 24.0 8.5"x.059" EZ S-StrPr .01 .25 .88 .88 1 18038 25.0 8.5"x.073" EZ S-StrPr .53 .00 .59 .00 3 18039 25.0 8.5"x.073" EZ S-StrPr I .53 .00 .98 .00 4 18040 24.0 8.5"x.059" EZ S-StrPr ( .01 .25 .88 .88 1 _Design String No.21 Plane = ROM (Roof) [Start X =0" Y =4'-4 9/16" Z =16'-4 3/8"1 Qty: 2 I -------- End 1 Span -------- --Interior Span -- P I -------- End 2 Span -------- Seg Seg Segment I -Actual Stress-- Ld Lap I -Actual Stress- Ld I ---Actual Stress--- Ld Lap No. Length Description I Bendl ShrlCombl Wcp Case Lath I Bendl ShrlComblWcp Case I BendlShrlComblWcplCase lgth 18043 24.0 8.5"x.073" Z C-Purin I .01 .19 .88 .88 1 I .49 .21 .65 .65 1 18 18044 25.0 8.5"x.059" Z C-Purin I .49 .18 .65 .65 . 1 18 I .86 .46 .90 1 I .43 .24 .64 .64 1 18 I 18045 25.0 8.5"x.059" Z C-Purin I .43 .24 .64 .64 1 18 I .86 .46 .90 1 I .49 .18 .65 .65 1 18 I 18046 24.0 8.5"x.073" Z. C-Purin I .49 .21 .65 .65 1 18 I .01 .19 .88 .88 1 I Design String No.22 Plane = ROM (Roof) [Start X =0" Y =8'-5 3/4" Z =16'-8 1/2"1 Qty: 2 I -------- End 1 Span -------- I --Interior - - Span P I -------- End 2 Span --_----- Seg Seg Segment I -Actual Stress-- Ld Lap I -Actual Stress- Ld I ---Actual Stress--- Ld lap No. Length Description I Bendl ShrlCombl Wcp Case Lgth I Bendl ShrlComblWcp Case I BendlShrlComblWcplCase lgth 18049 24.0 8.5"x.073" Z C-StrPr I .01 .21 .97 .97 1 I .55 .23 .73 .73. 1 18 I 18050 25.0 8.5"x.059" Z C-StrPr I .55 .20 .73 .73 1 24 I .85 .49 .92 1 I .48 .26 .71 .71 1 18 I 18051 25.0 8.5"x.059" Z C-StrPr I .48 .26 .71 .71 1 18 I .85 .49 .92 1 I .55 .20 .73 .73 1 24 i b Varco-Pruden SECONDARY STRUCTURAL Buildings DESIGN DATA A United Domiaiod Company (Project Name: JESSEE BASE) (VP Quote No.: TQ930427084734) Built On Superior Service (VP Order No.: > DATE: 01/26/94 MIE: 16:50 PAGE: 23 of 40 -------------------- 18052 24.0 8.5"x.073" Z C-StrPr ( .55 .23 .73 .73 1 18 .01 .21 .97 .97 1 Secondary Design Successfully Completed Design String No.23 Plane = ROOF2 (Roof) [Start X =0" Y =13'-5 9/16" Z =17'-1 7/169 MY: 2 -------- End 1 Span -------- --Interior Span ---------- End 2 Span -------- Seg Seg Segment -Actual Stress-- Ld Lap -Actual Stress- Ld ---Actual Stress--- Ld Lap No. Length Description I Bendl ShriCombl Wcp Case L th I Bendl Shr1Comb1Wcp Case I BendJShiJComb1Wcp1Case L th 18055 24.0 8.5"x.082" Z C-Purin 1 .01 .16 .77 .77 1 ( .55 .20 .71 .71 1 18 18056 25.0' 8.5"x.059" Z C-Purin .55 .18 .71 .71 1 30 .82 .52 .90 1 .52 .29 .77 .77 1 18 18057 25.0 8.5"x.059" Z C-Purin .52 .29 .77 .77 1 18 .82 .52 .90 1 .55 .18 .71 .71 1 30 18058 24.0 8.5"x.082" Z C-Purin ( .55 .20 .71 .71 1 18 ( .01 .16 .77 .77 1 secondary Design Successfully Completed Design String No.24 Plane = ROOF2 (Roof) [Start X =0".Y =18'-5.3/8" Z =17'-6 7/16'7 MY: 2 -------- End 1 Span -------- ( --Interior Span -- I ------=- End 2 Span -------- Seg Seg Segment -Actual Stress-- Ld Lap -Actual Stress- Ld I---Actual,Stress--- Ld Lap No. Length Description I Bendl ShrlCombl Wcp Case L th I Bendl Shricomblwcp Case I eendlShrltomblwplCase L th 18061 24.0 8.5"x.059" Z C-StrPr 1 .01 .29 1.01 1.01 1 .49 .24 .66 .66 1 18 18062 25.0 8.5"x.059" Z C-StrPr .49 .22 .66 .66 1 18 .62 .33 .71 3 .34 .19 .51 .51 1 18 18063 25.0. 8.5"x.059" Z C-StrPr .34 .19 .51 .51 1 18 .62 .33 .72 3 .49 .22 .66 .66 1 18 18064 24.0 8.5"x.059" Z C-StrPr .49 .24 .66 .66 1 18 .01 .29 1.01 1.01 1 Secondary Design Successfully Completed �[.��} �, 8 ifii/f ��'oo''���lryry����77 •i:�l.i.ilV. '. ��YY���. [18�:' �}y� b\Ri$ .,f:r., ..$:., .{M1{,?.:: ..: Y...vx rv}......v. r. }.............}::::Y•i}}}: i:.}}}}r.2?•; :lv::::!{:{}�){:" {{.fi:,'{.::i<i:i{$•iiy: r: •:: G::}n:r :.}:G.,vr.}}:;.}}:.{•::::. �.�.�.:v: ...{.. r... . :.•$:iii:;:,{•i.. F... }:vr•? i::{;; ?•v.: :r�v}.v: ?i}: :{•}'A.... .. .v:4w: • : .v :..{•:: v:::.:. r..{•r:{U}:•}:.. .. ,/......,v :::}:}}}}}}:r.}}Y:i;:': ..n%.v. :.:^.C4}'•}:•}}:^i}!;i:}:n...n......:::::{y::::::......f.......A:v:::$:i::it::;::i{y ::::.::.�::.: }:v.:::. .. fn}:.{. n •Y.{:.. :i:LnW:v };i{;::::{'.}i}}:.... ::xtQ(i ;: Ei�I411rA Y° :: U •� •:'''itA >:�i�sti;�.: • .:': :: •i sf':%i }}----;{•}}:•;4::4}}}}}}}},}}:?{pi}}}}}:•}:4:4:^i:4:??}}}}?: :?;:ti::::ii:i::;;�`:::::::::::;:.ri:'.i}ii:•;:{:i:}:., ...... n..::.......v:::::::::::::::::::::::::::v:::v:.,v::::::. ,>:z�.... }i'.}}: };}}}'•: Design No. Description Str. No. Pin Nm Plane Type ------ Segment Grouping ------- ---- Design 20 = 8.5 Simple EZ---- 30 ROOF1 Roof -18036-18037-18038-18039-18040-18041 39 ROOF2 Roof -18090-18091-18092-18093-18094-18095 ----Design 21 = 8.5 Continuous Z---- 31 ROOF1 Roof -18042-18043-18044-18045-18046-18047 38 ROOF2 Roof -18084-18085-18086-18087-18088-18089 ----Design 22 = 8.5 Continuous Z---- 32 ROOF1 Roof -18048-18049-18050-18051-18052-18053 37 ROOF2 Roof -18078-18079-18080-18081-18082-18083 ----Design 23 = 8.5 Continuous Z---- 33 ROOF1 Roof -18054-18055-18056-18057-18058-18059 36 ROOF2 Roof -18072-18073-18074-18075-18076-18077 ----Design 24 = 8.5 Continuous Z---- 34 ROOF1 Roof -18060-18061-18062-18063-18064-18065 35 ROOF2 Roof -18066-18067-18068-18069-18070-18071 Varco-Pruden Buildings A United Dominiod Company Built On Superior Service PRIMARY FRAME DESIGN DATA (Project Name: JESSEE BASE) (VP Quote No.: TQ930427084734) (VP Order No.: ) DATE: 01/26/94 TIME: 16:50 PAGE: 24 of 40 Frame ID : S1 Frame Type: Post 8 Beam Bk -Bk C ( 2 End Posts ) Frame Back Front Frame Back Front Plane Grid Grid Plane Grid Grid 8-FL6 0 A 12-FL1 0 A .... ;.: ..... :•x...\....: vx.:.`::::ft }••f,{'i}}}:S r. .::•f•.a.{. .f n. :.?f :;C .}vv ta.}}y:?CW'h}:r{t•}}}:?t,:t?•.v}}}:{ta•y..a}.•:....:t•:;tM;•.}:•:t•YY::+f.•Y:•}}Y{.} ri.•: .'".� ..�.v : , 1}�' n; rv}C. $:k %}vaiv.{ry ;?4:::}f• .: •r.:�: •. x .;rv. ; .. n }•::.v:$.{.. ;.:pr.n$.. ,: : }ii'•${$$:: :.�: . t,# ,. t f�...,• N.. q , ....Y<:}}}f$}..,..:.., r . t}•:::. f.,t.}>::•::: ;:a: , ::.>; . . .$;}:;.}:•}}:<•`.:;.}.rr..#r::: •:::.�...........: v::'�.... '� t..,:•::?, •Y,:}..^•.•:,•.r. •r4.,••...... ,::...v, :: ;a!•:..•::}•}:• r..:....,.::... f:�,:::::::::::::�.;:t:.::::�F�}:;•}::•::>:.:•:::::.,••.?;;.},Y}}:':?;.${t$•:;}�.u','!;:;,.;, .{�: Frame Width 38'-T Back Girt Proj : 0'-8 1/2 Back Sidewall Ht : 16'-0 Back Sw Col Base Rev 0'-0 Front Girt Proj : 0'-8 1/2 Front Sidewall Ht : 16'-0 Front Sw Col Base Elev : 0'-0 Total Bldg Width : 40'-0 Back Roof Pitch : 1.00/12 Distance to Ridge(from Back) 20'-0 Front.Roof.P.itch : 1.00/12.... Average B4y.Space,,-�„125-6 . Back SW Col: Straight Beam Bolts to Back Col Top Front SW Col: Straight Beam Bolts to Front Col Top End Post Spaces(Left to Right) 1 at 8'-6 1 at 23'-0 1 at 8'-6 ,•::r,:.}:•}}:<;.;:.v. ?.;r;:r.:. •.:,•• ::: •,,.:.•::.:::: •: •. rr::: •: •.,.:.::...:.:..::.,:.:::.. - ::.......:..:::.. . .....:.::.�:::::.,:::.v.}»:•>}}:$a}:a:; «:.};:�}::.}}:.... .}:.. a••:ar••:'•>:nrt:'•}:a+:a}. ... .:. .a. .., r..:. .tr. :. ....F. ... t 2 ....:.: .: ........: ...... .,,,::}..:::.3 • ,•.�:' } •: • r:•: R•:.v:.:.;; Y.; r�?•a;.,::f.,.:::... r.... .vrw ft. , w..... }... .:: r:•:. •,.•. v: •:: •}.a:. a ,• •:.u.;.•.:}}:$•:y,.; .?r?ta,.. }:ta: $$1i :18 � :•}<b:r:, .•}}{}.}:;rta>:<:$:;$:;•.^•:•:::.#•::}?!n, :. .t}'�:. ;:r}:�r:i>#::}}•}:•}>:;}.}}::•};:.} ,,, }}}xa,..•. r:.:<:•}::«}•: •:::.:• .. :.v::{{. .... .. v. }..:nnt..nnv. xn?y::tv:i::?:L}}}}:v}$.a::::::......0.........................n:.v.:isa:tt•i$k}}}�ii:}.......h.:$}}:}:;}i:::..}.......:...... rf 1.0: 12 —u_ 1.0: 12 o � 23'-0 B' -6 •� �• 40'-0 Frame Cross Section for Plane FL6 ( 8) PROJECT: JESSEE BASE BUILDING: 40X100X16 Varco-Pruden Buildings A United Dominion Company Built On Superior Service PRIMARY FRAME DESIGN DATA (Project Name: JESSEE BASE) (VP Quote No.: TQ930427084734) (VP Order No.: ) DATE: 01/26/94 TIME: 16:50 PAGE: 25 of 40 ........................................... i13)�:A�JA Y8ii3:.JJFSIrr�. 8.:• :::::,•::::::::::..............r. �?I?:.:.:::.::::.�:::::.::.:r::::::.:.�::.�>:.;:.. DESCRIPTION: Varco-Pruden POST AND BEAM ENDWALL FRAMES (Type "PB")are gage or solid -web framing consisting of a uniform continuous beam connected to uniform depth columns at the sidewall and also supported by one or more uniform depth Endposts. The frame is designed to support the applied vertical loads as specified. ANALYSIS: The boundary.conditions established for POST AND BEAM ENDWALL FRAMES assume the rafter beam is a fully continuous member, from building eave to building eave, attached to the sidewall columns and typically pin -connected to one or more Endposts. The Endposts are typically pinned at their base connection to the foundation. DESIGN: POST AND BEAM ENDWALL FRAMES are designed in accordance with the AISC "Specification for Structural Steel Buildings", 9th E MATERIAL: Structural steel plate, bar, and/or sheet intended for use in POST AND BEAM ENDWALL FRAMES welded constructions typically will be of material based -on the.requirements of ASTM A572, and have a minimum yield -strength of 50,000 psi. ..v ............................... n.. .J.r r..........:... r. r. r. r.... r..................... $:... ......:...........{.......... r............. ;.........: v.:............ u; �.:w:::::::::. Back Sidewall Girt Spacings (Base to Eave): 1 at 7'-5 1/4 1 at 5'-0 1 at 3'-6 3/4 Front Sidewall Girt Spacings (Base to Eave): 1 at 7'-5 1/4 1 at 5'-0 1 at 3'-6 3/4 End Post Girt Spacings (Base to Rafter): 1 at 7'-5 1/4 1 at 5'-0 1 at 4'-31/4 End Post Girt Spacings (Base to Rafter): 1 at 7'-5 1/4 1 at 5'-0 1 at 4'-3 1/4 Rafter Purlin Spacings (Ridge to Back Eave): 1 at 1'-6 11/16 2 at 5'-0 2 at 4'-1 3/8 1 at 0'-3 5/16 Rafter Purlin Spacings (Ridge to Front Eave): 1 at 1'-6 11/16 2 at 5'-0 2 at 4'-1 3/8 1 at 0'-3 5/16 • :. w:::::: •• r. r.r:. ... . ...:........................,.,.................::::::::::: m:::?w:::::•: ;:::;::::::.�.�: ^:: }:::::::::::::: h:: r:.�: r?.: •r.::::::::rn?v'^iY•ii....... ♦.....:...... ..v: •.v:v::: r.?v. w::. �r.......:........................................:........................... r.................... Y n...v......... Live Load : 20.00 PSF Collateral(Gravity): .00 PSF Total Dead Load : 3.26 PSF Purlins/Sheeting : 2.10 PSF Roof Snow Load : 9.00 PSF Frame Dead load : 1.15 PSF Wind Load : 80.00 MPH(17.75 PSF) Total Dead Load : 3.26 PSF Collateral(Uplt): .00 PSF Building Code : 91UBC Bldg Use Category : 4 Exposure Factor : C Seismic Zone : 3 Enclosure Factor: Enclosed Load Stress Design Case Factor Case Load Combinations 1 1.00 Y 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Live 2 1.00 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Alt Spn Live -R 3 1.00 Y 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Alt Spn Live -L 4 1.00 Y 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Snow 5 1.00 Y 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Unbal Snowl-R 6 1.00 Y 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Unbal Snowl-L 7 1.33 Y 1:00 Dead Weight + 1.00 Wind 1 Right 8 1.33 Y 1.00 Dead Weight + 1.00 Wind 1 Left Varco-Pruden Buildings A United Dominion Company Built On Superior Service PRIMARY FRAME DESIGN DATA (Project Name: LESSEE BASE) (VP Quote No.: TQ930427084734) (VP Order No.: ) DATE: 01/26/94 TIME: 16:50 PAGE: 26 of 40 9 1.33 Y 1.00 Dead Weight + 1.00 Wind Ridge 10 1.33 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Seismic Right 11 1.33 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Seismic Left 12 1.33 Y 1.00 Dead Weight + .50 Snow + 1.00 Wind 1 Right 13 1.33 Y 1.00 Dead Weight + .50 Snow + 1.00 Wind 1 Left 14 1.33 Y 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Snow + .50 Wind 1 Right 15 1.33 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Snow + .50 Wind 1 left v:::;•.....:::.:::::.:�.;,.v:}v}}:i:i?:},}w::::v:w:nw::::::::::::n �:::::::.?+.:ti....' ::::: w: 4i:4:i.`,.}'F.{}�:Yi•i:4;i•}}}:: n..n..........:.. r....... t J;•}'r i:•}??:•}:ti•:4:•. •:: }:.'•}:. , ::.'.:{}:iii:{:?;:}.... : ;}::::::{^}}+:•: v.,..n J;•........ ..5.........: ......::. .r....... x. •Y.4:L}y;.}w::'•. ............. r....... ......................{ ;^:Si4;^;i.:i.:y�.; •ii4:•}:i4:'4:i•?i}?y,;.}?:::.? .: }......... x::::: .}.:::::::nw::::: rv:: rrn. }:•}}}}:::?:v:::::::n� ::}?::.:.rr:•r.}i::i+::i:::i:t?}}i:vr ::•}?}:.}}?}:::}:}w:.: r}}ti } f}}};•}?:iiii::i?:}i}i::ti.:;:ii �::::nw::: ;::•}: ;:: Sti; d;.v. MEM FLANGE WEB DEPTHS LENGTH WEIGHT FLANGE WEB SPLICE CODES THICKNESS SHAPE WIDTH THK THK Endl End2 (FT) (LBS) Fy Fy Jt1 Jt2 1 5.00 .0590 .1180 8.50 8.50 15.348 87.13 55.0 55.0 Base Pit Knee 17 0 Back -to -Back C 2 5.00 .0590 .1180 8.50 8.50 3.909 22.78 55.0 55.0 Knee Shop Spl 17 0 Back -to -Back C 3... 5.00_...0590 •.1180 8.50 8.50* •4.206 24.39:._.-55.0... 55.0. Shop Spl Shop Spi 17 0 Back -to -Back C. 4 5.00 .0590 .1180 8.50 8.50 11.243 65.04 55.0 55.0 Shop Spl Bolt Pit 17 0 Back -to -Back C 5 5.00 .0590 .1180 8.50 8.50 11.243 65.04 55.0 55.0 Shop Spl Bolt Pit 17 0 Back -to -Back C 6 5.00 .0590 .1180 8.50 8.50 4.206 24.39 55.0 55.0 Shop Spl Shop Spl 17 0 Back -to -Back C 7 5.00 .0590 .1180 8.50 8.50 3.909 22.78 55.0 55.0 Knee Shop Spl 17 0 Back -to -Back C 8 5.00 .0590 .1180 8.50 8.50 15.348 87.13 55.0 55.0 Base Pit Knee 17 0 Back -to -Back C 9 5.00 .0590 .1180 8.50 8.50 15.287 88.66 55.0 55.0 Base Pit Bolt Pit 17 0 Back -to -Back C 10 5.00 .0590 .1180 8.50. 8.50 15.287 88.66 55.0 55.0 Base Pit Bolt Pit 17 0 Back -to -Back C ... -. .. ..:•}}:^.r..r ..........:...:...:.::::::: h::r v.,•}: •rw:::::.�:. �:: v:• •: is?ii:: ..::: .:.. v, :: •.::•: ii;i}:i:CL•:J:•}iii'r ::ii}>:•>::>::>,;:,,, r:E:E>:>::>.:::::<>:.>•::> v. �<:>k;$;:sss'ti>E:::f:;ii:;::::t:::;:?:f: E:>r:sii::>::>::>::ii:;:>::>:::::>::>^:, LD CASE LOAD COMBINATION HORIZONTAL VERTICAL MOMENT LOCATION CRN POST 1 D +Cg +L .00 .29 .00 AT .00 FT FROM BACK CRN POST 1 D +Cg +L .00 .29 .00 AT 37.88 FT FROM BACK END POST 1 D +Cg +L .00 4.95 .00 AT 7.44 FT FROM BACK END POST 1 D +Cg +L .00 4.95 .00 AT 30.44 FT FROM BACK CRN POST 2 D +Cg +aL* .00 1.26 .00 AT .00 FT FROM BACK CRN POST 2 0 +Cg +aL* .00 1.26 .00 AT 37.88 FT FROM BACK END POST 2 D +Cg +aL* .00 1.68 .00 AT 7.44 FT FROM BACK END POST 2 D +Cg +aL* .00 1.68 .00 AT 30.44 FT FROM BACK CRN POST 3 D +Cg +*aL .00 •29 .00 AT .00 FT FROM BACK CRN POST 3 D +Cg +*aL .00 .29 .00 AT 37.88 FT FROM BACK END POST 3 0 +Cg +*aL .00 4.95 .00 AT 7.44 FT FROM BACK END POST 3 D +Cg +*aL .00 4.95 .00 AT 30.44 FT FROM BACK CRN POST 4 0 +Cg +S .00 .07 .00 AT .00 FT FROM BACK CRN POST 4 0 +Cg +S .00 .07 .00 AT 37.88 FT FROM BACK END POST 4 D +Cg +S .00 3.00 .00 AT 7.44 FT FROM BACK END POST 4 0 +Cg +S .00 3.00 .00 AT 30.44 FT FROM BACK CRN POST 5 D +Cg +uSl* .00 -.02 .00 AT .00 FT FROM BACK CRN POST 5 D +Cg +uSI* ,00 .16 .00 AT 37.88 FT FROM BACK END POST 5 D +Cg +uSI* .00 2.09 .00 AT 7.44 FT FROM BACK END POST 5 0 +Cg +uSl* .00 2.77 .00 AT 30.44 FT FROM BACK CRN POST 6 D +Cg +*uS1 .00 .16 .00 AT .00 FT FROM BACK CRN POST 6 D +Cg +*uS1 .00 -.02 .00 AT 37.88 FT FROM BACK END POST 6 D +Cg +*uSI .00 2.77 .00 AT 7.44 FT FROM BACK END POST 6 0 +Cg +*uSI .00 2.09 .00 AT 30.44 FT FROM BACK CRN POST 7 D +W1> -1.33 .25 .00 AT .00 FT FROM BACK CRN POST 7 D +W1> -.83 .06 .00 AT 37.88 FT FROM BACK END POST 7 0 +W1> 2.01 -2.48 .00 AT 7.44 FT FROM BACK END POST 7 D +W1> 2.01 -2.41 .00 AT 30.44 FT FROM BACK Varco-Pruden v� Buildings A United Dominiod Company Built On Superior Service PRIMARY FRAME DESIGN DATA (Project Name: JESSEE BASE) (VP Quote No.: TQ930427084734) (VP Order No.: ) DATE: 01/26/94 TIME: 16:50 PAGE: 27 of 40 :•O:::y!.v.v:::.):•:::::::•::.;:::4v:.}v:::::::::::nw::.w . . /•�'�j'. ..J C.,1.71i.1iu� :: •: • w:::::::: ..............:..............:.............. ...........................................t..........................:.........•r.!......tt........................:........r.................l........................................................................................... ::::::::::::::•:.v::.' :v::. :;?(:iii:::: :;4::v'C?{}:i':iiji}:ivii:{:iv; .....•. �:.}w::;,y ... . r....{.:. n. n.. n n..... . ....v.}r:}:!:.}:vvrSrr•}i;.}:??•}:5::??0•::{:.v4.O:::vvr:v::::::::w:nv:::.)•::::::::::::::::::::::.??, :•})):4:v:4}}:.ii:t({:;{}i;ii;;i i:::i .tvv} : •.v: .. . �:V: •:w::4i?i'f.)i?iii<i}}','.::}}:i;i:<:::ist•:•:Oji}:•}}i:•):}}:•i:•}ii):SC:':?:!:}))}i:•i}})}i..........................................::...::.:::: :.:.. ....,.:::: k.. •.�• : • :11��. .... ..: i:::4: ti •}?})i)))tivii Si:•:•Y•:�':Ai�i:::iiiii'iiii:'viii:;:4:i4:?:S•?:?S• r.v:::i LD CASE LOAD COMBINATION HORIZONTAL VERTICAL MOMENT LOCATION CRN POST' 8 D +<W1 .83 .06 .00 AT .00 FT FROM BACK CRN POST 8 D +<W1 1.33 .25 .00 AT 37.88 FT FROM BACK END POST• 8 D +<W1 -1.97 -2.41 .00 AT 7.44 FT FROM BACK END POST 8 D +<W1 -1.97 -2.48 .00 AT 30.44 FT FROM BACK CRN POST 9 D +WP 1.17 -.05 .00 AT .00 FT FROM BACK CRN POST 9 D +WP -1.17 -.05 .00 AT' 37.88 FT FROM BACK END POST 9 D +WP .00 -2.24 .00 AT 7.44 FT FROM BACK END POST 9 D +WP .00 -2.24 .00 AT 30.44 FT FROM BACK CRN POST 10 D +Cg +E) -.02 .09 .00 AT .00 FT FROM BACK CRN POST 10 D +Cg +E> -.02 .08 .00 AT 37.88 FT FROM BACK END POST 10 D +Cg +E> .00 .72 .00 AT 7.44 FT FROM BACK END POST '10 D +Cg +E> .00 .71 .00 AT 30.44 FT FROM BACK CRN POST... .11 D +Cg +<E _ .._,...._.....02...... .08 00 AT .00 FT FROM BACK.........._....,. CRN POST 11 D +Cg +<E .02 .09 .00 AT 37.88 FT FROM BACK END POST 11 D +Cg +<E .00 .73 .00 AT 7.44 FT FROM BACK END POST 11 D +Cg +<E. .00 .75 .00 AT 30.44 FT FROM BACK CRN POST 12 0 +S +W1> -1.33 .24 .00 AT .00 FT FROM BACK CRN POST 12 D +S +W1> .-.83 .06 .00 AT 37.88 FT FROM BACK END POST 12 D +S +W1> 2.01 -1.35 .00 AT 7.44 FT FROM BACK END POST 12 D +S +W1> 2.01 -1.28 .00 AT 30.44 FT FROM BACK CRN POST 13 D +S +<W1 .83 .06 .00 AT .00 FT FROM BACK CRN POST 13 D +S +<W1 1.33 .24 .00 AT 37.88 FT FROM BACK END POST 13 0 +S +<W1 -1.97 -1.28 .00 AT 7.44 FT FROM BACK' END POST 13 D +S +<W1 -1.97 -1.35 .00 AT 30.44 FT FROM BACK CRN POST 14 D +Cg +S +W1> -.67 .15 .00 AT .00 FT FROM BACK CRN POST 14 D +Cg +S +W1> -.42 .06 .00 AT 37.88 FT FROM BACK END POST 14 D +Cg +S +W1> 1.00 1.39 .00 AT 7.44 FT FROM BACK END POST 14 D +Cg +S +W1> 1.00 1.43 .00 AT 30.44 FT FROM BACK CRN POST 15 D +Cg +S +<W1 .42 .06 .00 AT .00 FT FROM BACK CRN POST 15 D +Cg +S +<W1 .67 .15 .00 AT 37.88 FT FROM BACK END POST 15 D +Cg +S +<W1 -.98 1.43 .00 AT 7.44 FT FROM BACK END POST 15 D +Cg +S +<W1 -.98 1.39 .00 AT 30.44 FT FROM BACK 'i{•i::)'!::'v'):;):iiii:)}!::4i+i•: . :. .; .fj} ):':i;;.'4:y,:}?v:4:;;; :. )n : ...:.:.:........ ......nw;:.....••:;;:?;?.;:::::.v::: ..........:::.: .....................v.v............... , pv vrriiii:{v;}:;4vi•:i �iii�ir•.'4iiiiiiiiji?i...:. .::.... i}:S?4:4}:4:6}:0:•:�:?:;^i:•i}:S?;}:::}:•)i):!i)):;::: is �$iiij:viii{}{i:.v.:iF'v:•::C}�ji},!.$.'•:ti4:`viiF{ti?�?::$??iiY:i!:<}vii'riii}i}i:•`.}... :.::::: nr:nv: •}•;: }:: }:::::::::::::v: r.v::::::::.v:::::, .........:.:.::...ti4:4:?•}},'.ii::::i�•i?:';?v::::::.v:::::n:::::::::::::::::::::::n•}):•}:•}:^}:4:4}:4:•}:bri:?S?{S4:!•}}:^:0:0:4):^}:54:^:4:^:v................n •}::::.v: ;•);•i:::w::::•}y;}}}}:0::4:4}: x:{:}})):::w::::::.v::::v:::::.v::::;: n•: SS•:Sv. : .:t):•) SIDE -----BASE PLATE DATA---- ---ANCHOR BOLT DATA---- WELDING WIDTH x THK x LENGTH QTY SIZE PATTERN CRN POST 8.00 X 3/8 X 10.00 (2) 3/4 DIA. A36 CRN POST 8.00 X 3/8 X 10.00 (2) 3/4 DIA. A36 END POST . 8.00 X 3/8 X 10.00 (2) 3/4 DIA. A36 END POST 8.00 X 3/8 X 10.00 (2) 3/4 DIA. A36 •:;?;:;)):•}.::i:::i.}::)}::;::.:!:.i•::ai::i:)::•:::•i:)::::i•:i):}.t::::::?:}:.}?:.}::.}}?�?.)?;:?)):.::.t.::::):: :•. .: ... :))'4:4:•):4}}}!{S : .. •?<.}•.? .}},::}:.}:.}:•.}:. .... ....•:r.:.:�:.,•:::::):::.::}:•.:.:..:::•:}:.:)::::::::::);.):4: .......,........::::..�:::::::....z....,..... }...... .... .. t...................t :^::::: n,?v::: :. S , ...... nt{rA;; •• ••vn:}: }...:.:.:: ?v'?iii::it4);•,:.....t.v..:.v....::: n..........v.. .:. r:: ?::::::::in .v... }$.........:.•.. :. rrw::,t•.n...... .......wn.:.:v:::::.. r. ....:.x trr..........r........,...::.}:.>:.;:.i:.i:.}}:?•:•}:?:}:•:!?.::.::)..:.)}•r: }t; ..: r•.rv.v :•: x:::::::::::: •••vv,w n.......: nvy:::::;:::: :::..............••v)::Siiiiiii::$;:}:i{i::::>::i:: ;•:::::::::::•w.:... :v.v�::w::w::: S.}..: i.'�Si'i; :;{.:. ^:!4vv:::::::; :•:::::: :.::::: r: rr: MEMBER STIFFENER DESCRIPTION LOCATION WEB DEPTH H/T A/H A STIFFENER SIZE SIDES WELDING NUMBER (FT.) (IN.) RATIO RATIO (IN.) THKNS x WIDTH L - S 2 7 1 BEARING (POST ) -.03 7.000 3/16 X 2 1/ 8 BOTH STD. CK -OK 3 6 1 BEARING (POST ) 3.85 7.000 3/16 X 2 1/ 8 BOTH STD. CK -OK MBR JT ------- PLATE DATA ------ --------------BOLT DATA ------------- NO. NO. THK x WIDTH x LENGTH BOLT OUTSIDE INSIDE -----CONNECTION CAPACITY ------ SIZE Rows 4 -Bolt Rows 4 -Bolt TYPE OUTSIDE INSIDE Varco-Pruden Buildings A United Dominiod Company PRIMARY FRAME DESIGN DATA (Project Name: JESSEE BASE) NP (Mote No.: T0930d270R47341 Built On Superior Service (VP Order No.: ) DATE: 01/26/94 TIME: 16:50 rAu : (.O OR 4V MBR JT ------- PLATE DATA ------ --------------BOLT DATA ------------- not reqd not reqd* MBR NO. NO. THK x WIDTH x LENGTH BOLT OUTSIDE INSIDE -----CONNECTION CAPACITY ------ 3'-11 1/2 Mnt-Y ----- 3 Fig Brc?-> _ REQD . ................... SIZE Rows 4 -Bolt Rows 4 -Bolt TYPE OUTSIDE INSIDE 1 8 2 3/8 X 6.0 X 0'- 9 1/ 2 1/2" DIA A325 1 NO 1 NO EXT 83.8 "K 83.8 "K 4 5 2 3/8 X 6.0 X 0'- 9 1/ 2 3/4" DIA A325 1 NO 1 NO EXT 99.4 "K 99.4 "K 9 10 2 3/8 X 6.0 X 0'- 9 1/ 2 1/2" DIA A325 1 NO 1 NO EXT 84.1 "K 84.1 "K MBR Location 7'-5 1/4 12'-5 1/4 1 Fig Brc?-> not reqd not reqd* MBR Location 3'-9 A 2 Fig Brc?-> REQD LOCATION MBR Location 3'-11 1/2 Mnt-Y ----- 3 Fig Brc?-> _ REQD . ................... .. ;.. :. . MBR Location 4'-9 9'-9 4 Fig Brc?-> not reqd REQD MBR Location 7'-5 1/4 12'-5 1/4 9 Fig Brc?-> not reqd* not reqd Column Horz. Horz. Vert. Vert. Moment Description In Out Down Uplift (+ Ctr-Clk) --- ACTUAL FORCES --------- A C T U A L---- A L L O W A B L E---- STRESS CONDITIONS LOCATION Mbr ld L Axial Shear Mmt-X Mnt-Y ----- S T R E S S ---- STRESS or LOAD -----I Sum X % No.Case Depth (kips) (ki s)(k-in) (ki -in) Axial Shear Bnd-x Bnd-ylAxiaL Shear Bnd-x Bnd- Axl+bndI Shear AT 7.44 FT 1 9 8.5 .0 .0 -52.6 .0 74.62 5.89 86.13 33.11 .610 .002 AT 3.58 FT 2 1 8.5 .1 -1.1 -27.4 .0 55.97 4.42 122.76 24.83 .225 .245 AT 3.88 FT 3 1 8.5 .2 -2.2 -103.8 .0 55.97 4.42 122.76 24.83 .849 .492 AT .00 FT 4 1 8.5 -.2 2.6 -103.8 .0 24.25 4.42 122.76 24.83 .855 .594 AT .00 FT 5 1 8.5 -.2 -2.6 -103.8 .0 24.25 4.42 122.76 24.83 .855 .594 AT 3.88 FT 6 1 8.5 .2 2.2 -103.8 .0 55.97 4.42 122.76 24.83 .849 .492 AT 3.58 FT 7 1 8.5 .1 1.1 -27.4 .0 55.97 4.42 122.76 24.83 .225 .245 AT 7.44 FT 8 9 8.5 .0 .0 -52.6 .0 74.62 5.89 86.13 33.11 .610 .002 AT 7.82 FT 9 7 8.5 2.5 .0 -94.2 .0 74.62 5.89 143.92 33.11 .654 .000 AT 7.82 FT 10 12 8.5 1.3 .0 -94.2 .0 74.62 5.89 143.92 33.11 .654 .000 Location Depth .Area Rx Ry Lx Ly -1 Ly -2 KLx KLyl KLy2 Sx Lb -1 Rt -1 Lb -2 Rt -2 Qs Oa Cb1 Cbl Mn Dist (In) (In2) (In) (In) (In) (In) (In) /Rx /R /R (In3) (In) (In) (In) (In) 1 7.44 8.50 1.70 3.23 1.13 176.4 89.3 54.5 78.8 3.72 149.2 1.00 2 3.58 8.50 1.70 3.23 1.13 85.6 49.4 26.5 43.6 3.72 49.4 1.51 3 3.88 8.50 1.70 3.23 1.13 85.6 49.4 26.5 43.6 3.72 49.4 1.00 4 .00 8.50 1.70 3.23 1.13 138.5 49.4 42.8 43.6 3.72 49.4 1.00 5 .00 8.50 1.70 3.23 1.13 138.5 49.4 42.8 43.6 3.72 49.4 1.00 6 3.88 8.50 1.70 3.23 1.13 85.6 49.4 26.5 43.6 3.72 49.4 1.00 7 3.58 8.50 1.70 3.23 1.13 85.6 49.4 26.5 43.6 3.72 49.4 1.51 8 7.44 8.50 1.70 3.23 1.13 176.4 89.3 54.5 78.8 3.72 149.2 1.00 9 7.82 8.50 1.70 3.23 1.13 187.7 60.0 58.1 53.0 3.72 93.8 1.00 10 7.82 8.50 1.70 3.23 1.13 187.7 60.0 58.1 53.0 3.72 93.8 1.00 Column Horz. Horz. Vert. Vert. Moment Description In Out Down Uplift (+ Ctr-Clk) Varco-Pruden Buildings A United Dominiod Company PRIMARY FRAME DESIGN DATA (Project Name: JESSEE BASE) NP nunte Nn_! Tn99n427nA47341 DATE: 01/26/94 TEWE: 16:50 Column <--- Base Plate Data ---> <--- Anchor Bolt Data ---> Description th Numb. Dia. Type Back Sidewall Co Be' x 10" (2) 3/4 A36 Front SidewallCo . 8" x 10" (2) 3/4 A36 End Post No. .1 8" x 10" (2) .. 3/4..A36 End Post No. 2 8" x 10" (2) 3/4 A36 0k /1 Varco-Pruden Buildings A United Dominion Company r - 1. n n n PRIMARY FRAME No ?AO; 3 ° DESIGN DATA DATE: 01/26/94 (Project Name: JESSEE BASE) TIME: 16:50 (VP Quote No.: TQ930427084734) p♦!_F• Al of d11 Frame Width 38'-7 Back Girt Proj 0'-8 1/2 Back Sidewall Ht : 16'-0 Back Sw Col Base Elev : 0'-0 Front Girt Proj 0'-8 1/2, Front Sidewall Ht : 16'-0 Front Sw Col Base Elev : 0'-0 Total Bldg Width 40'-0 Back Roof Pitch : 1.00/12 Distance to Ridge(from Back) 20'-0 Front.Roof. Pitch 1.00/12 Average Bay Space .24'-6 Back SW Col: Tapered(Out Flg Vertical) Beam Bolts to Back Col Top Front SW Col: Tapered(Out Flg Vertical) Beam Bolts to Front Col Top �- 1.0:12 1.0:12 nn• -n 13/16 20'-n 4-- 40'-0 Frame Cross Section for Plane FL4 ( 9) PROJECT: JESSEE BASE BUILDING: 40X10OX16 Varco-Pruden V Buildings A Uaited Dominiod Company Built On Superior Service PRIMARY FRAME DESIGN DATA (Project Name: JESSEE BASE) (VP Quote No.: TQ930427084734) (VP Order No.: ) DATE: 01/26/94 TIME: 16:50 PAGE: 32 of 40 }::>:;•}:;:}:.}:;.;.:;.;:.;}:;•}:5;.}:;•}:o}:S;}}:•>:•}}:•;}}:•;}:•:S•}:;::;;•:??.:.. iv ;;.>:;;?..}::}:;;??.}}<:>::»::iii»::>::>::»:::>:::> },:.:.}.:,..:::::>::»::»:::>:a:i>::s::>::»>;::>::i::;:; ••>; :}:Six?;•:;•: }:.•: }••:;S •SS.;:SSSS:}:S•}:5;:::•}:;;:•>: ;SS•}:•}:::::::>.2::::SSSSS:tS:>.:::SSSSSSSiiSS:>:;i::ii:::s::ii::ir :D.P:SiGI�.:�.3MMA8.:.}}}:.}}}}}}:.:t•>:::.r•}:;?.}:.}}:.}}<:.}}:?;.}s:?.�•...... ::::::::::::.:,•.�::::::::.:::•:::.::::•::::::;�I�q:.:i.I.:::.>:.:•::.>}:.}:::.•}:.}:.>:t•::•:.}:?•}:?}•::•>: DESCRIPTION: Varco-Pruden RIGID FRAMES (Type "RF") are solid -web framing systems consisting of tapered or uniform rafters rigidly connected to tapered or uniform depth columns. The frame provides a clear span (no interior columns) and is designed to support the applied loads as specified. (AISC Type 1 Construction) ANALYSIS: The boundary conditions established for RIGID FRAMES assume the rafter beam is a fully continuous member, spanning from building eave to building eave, with exterior columns rigidly attached (moment -resisting connection). The Exterior Columns are typically pinned connected (free to rotate) at their base connection to the foundation. DESIGN: RIGID FRAMES are designed in accordance with the AISC "Specification for Structural Steel Buildings", 9th Edition. MATERIAL: Structural steel plate, bar, and/or sheet intended for use in RIGID FRAME bolted and/or welded constructions typically will be of material based on the.requirements of ASTM A572, and have a minimum yield.strength of 50,000 psi. .. .:........... H.............:}i:•:::::::::::q::�::•}$:?•:;4:•i:•}:?;??•i%:i{>..}........:..�$........4.....::?•}}:4:4:•}:•}:^}:t4:•}}:•}:•}:::i:::.;:::i:{•v:nw:.�:.�::::^:4:^:4:4Iji:t{v.}'::::...................... n::::::::::::•::: i}: Back Sidewall Girt Spacings (Base to Eave): 1 at 7'-5 1/4 1 at 5'-0 1 at 3'-6 3/4 Front Sidewall Girt Spacings (Base to Eave): 1 at 7'-5 1/4 1 at 5'-0 1 at 3'-6 3/4 Rafter Purlin Spacings (Ridge to Back Eave): 1 at 1'-6 11/16 2 at 5'-0 2 at 4'-1 3/8 1 at 0'-3 5/16 Rafter Purlin Spacings (Ridge to Front Eave): 1 at 1'-6 11/16 2 at 5'-0 2 at 4'-1 3/8 1 at 0'-3 5/16 t..., Live Load : 20.00 PSF Collateral(Gravity): .00 PSF Total Dead Load : 2.95 PSF Purlins/Sheeting : 2.10 PSF Roof Snow Load : 9.00 PSF Frame Dead Load . .84 PSF Wind Load : 80.00 MPH(17.75 PSF) Total Dead Load : 2.95 PSF Collateral(Uplt): .00 PSF i Building Code : 91UBC Bldg Use Category : 4 Exposure Factor : C Seismic Zone : 3 Enclosure Factor: Enclosed Load Stress Design Case Factor Case Load Combinations 1 1.00 Y 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Live 2 1.00 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Alt Spn Live -R 3 1.00 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Alt Spn Live -L 4 1.00 Y 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Snow 5 1.00 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Unbal Snowl-R 6 1.00 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Unbal Snowl-L 7 1.33 Y 1.00 Dead Weight + 1.00 Wind 1 Right 8 1.33 Y 1.00 Dead Weight + 1.00 Wind 1 Left 9 1.33 N 1.00 Dead Weight + 1.00 Wind 11 Ridge 10 1.33 N 1.00 Dead Weight + 1.00 Collat Grav +.1.00 Seismic Right 11 1.33 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Seismic Left 12 1.33 Y 1.00 Dead Weight + .50 Snow + 1.00 Wind 1 Right 13 1.33 Y 1.00 Dead Weight + .50 Snow + 1.00 Wind 1 Left • F Varco-Pruden Buildings A United Dominiod Company PRIMARY FRAME DESIGN DATA DATE: 01/26/94 (Project Name: JESSEE BASE) TIlAE: 16:50 NP Came Nn a TnQ1nd97nRd7id1 Built On SU erior Service (VP Order No.: ) PAGE". ja o[ 4u . :::::: nvvw:::.v:::."v{::::::::::.:v.vx:n..........vx:::::• .. FIA•: �'1{iiiii:tii}:::ti}i:ii'ri:{ti}.:iii:::ii:>}?:i} �: ry''•: '�.•J�::::::::::::::nv::::.:.:::.v::::: :::v::::::::: :•: :v.... ....... }:.: k:::::.::. •w:: IBM n: Y:::: :•:::::......... . .v ...........:: :.:::........:..::::.:::..::r..... Y lCL�Yl7lIF. �V�........................................................r.r...................... rv....{.....v.: n.....:.... .... Y..v.n.: v........n...v..................................vn:x::n:�..... �............. r............ v:.:viv:•::•. 14 1.33 N 1.00 Dead Weight + 1.00 Collat Grav +1.00 Snow + .50 Wind 1 Right 15 1.33 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Snow + .50 Wind 1 Left MEM FLANGE WEB DEPTHS LENGTH WEIGHT FLANGE WEB SPLICE CODES THICKNESS SHAPE FROM BACK WIDTH THK THK Endl End2 (FT) (LBS) Fy Fy Jtl Jt2 FT FROM BACK EXT 1 5.00 .1875 .1345 7.00 19.00 15.348 178.33 50.0 50.0 Base Pit Knee 0 0 3 -Plate 2 5.00 .1875 .1345 16.00 9.00 19.359 233.55 50.0 50.0 Knee Bolt Pit 0 0 3 -Plate 3 5.00 .1875 .1345 16.00 9.00 19.359 233.54 50.0 50.0 Knee Bolt Pit 0 0 3 -Plate 4 5.00 .1875 .1345 7.00 19.00 15.348 178.33 50.0 50.0 Base Pit Knee 0 0 3 -Plate EXT COL .1 D. - . +Cg +L " ';. 2.86 ..:.... 7.32--. .00 AT .00 FT FROM BACK EXT COL 1 D +Cg +L -2.86 7.32 .00 AT 38.00 FT FROM BACK EXT COL 2 D +Cg +aL* .50 1.44 .00 AT .00 FT FROM BACK EXT COL 2 D +Cg +aL* -.50 1.44 .00 AT 38.00 FT FROM BACK EXT COL 3 D +Cg +*aL .50 1.44 .00 AT .00 FT FROM BACK EXT COL 3 D +Cg +*aL -.50 1.44 .00 AT 38.00 FT FROM BACK EXT COL 4 D +Cg +S 2.27 5.85 .00 AT .00 FT FROM BACK EXT COL 4 D +Cg +S -2.27 5.85 .00 AT 38.00 FT FROM BACK EXT COL 5 D +Cg +uS1* 1.83 4.17 .00 AT .00 FT FROM BACK EXT COL 5 D +Cg +uSl* -1.83 5.33 .00 AT 38.00 FT FROM BACK EXT COL 6 D +Cg +*uS1 1.83 5.33 .00 AT .00 FT FROM BACK EXT COL 6 0 +Cg +*uSl -1.83 4.17 .00 AT 38.00 FT FROM BACK EXT COL 7 D +W1> -6.97 -6.55 .00 AT .00 FT FROM BACK EXT COL 7 D +W1> -2.08 -2.74 .00 AT 38.00 FT FROM BACK EXT COL 8 0 +<W1 2.08 -2.74 .00 AT .00 FT FROM BACK EXT COL 8 D +<W1 6.97 -6.55 .00 AT 38.00 FT FROM BACK EXT COL 9 D +WP .36 -4.64 .00 AT .00 FT FROM BACK EXT COL 9 0 +WP -.36 -4.64 .00 AT 38.00 FT FROM BACK EXT COL 10 D +Cg +E> .08 1.12 .00 AT .00 FT FROM BACK EXT COL 10 D +Cg +E> -.91 1.72 .00 AT 38.00 FT FROM BACK EXT COL 11 D +Cg +<E .92 1.77 .00 AT .00 FT FROM BACK EXT COL 11 0 +Cg +<E -.10 1.17 .00 AT 38.00 FT FROM BACK EXT COL 12 0 +S . +W1> -6.08 -4.34 .00 AT .00 FT FROM BACK EXT COL 12 0 +S +W1> -2.96 -.54 .00 AT 38.00 FT FROM BACK , EXT COL 13 D +S +<W1 2.96 -.54 .00 AT .00 FT FROM BACK EXT COL 13 D +S +<W1 6.08 -4.34 .00 AT 38.00 FT FROM BACK EXT COL 14 D +Cg +S +W1> -1.46 1.86 .00 AT .00 FT FROM BACK EXT COL 14 D +Cg +S +W1> -3.06 3.76 .00 AT 38.00 FT FROM BACK EXT COL 15 D +Cg +S +<W1 3.06 3.76 .00 AT .00 FT FROM BACK EXT COL 15 D +Cg +S +<W1 1.46 1.86 .00 AT 38.00 FT FROM BACK SIDE -----BASE PLATE DATA---- ---ANCHOR BOLT DATA---- WELDING WIDTH x THK x LENGTH QTY SIZE PATTERN EXT COL 8.00 X 3/8 X 8.00 (2) 3/4 DIA. A36 OS -3 EXT COL 8.00 X 3/8 X 8.00 (2) 3/4 DIA. A36 OS -3 Varco-Pruden Buildings A United Dominiod Company Built On Superior Service PRIMARY FRAME DESIGN DATA (Project Name: JESSEE BASE) (VP Quote No.: TQ930427084734) (VP Order No.: ) DATE: 01/26/94 TIME: 16:50 PAGE: 34 of 40 ' � �. .; .. .: .. ...................... n• ::••• ......+..., }:::: r....... f....... n,............ n... •. .............w::::::::::::::: �Ti�t MEMBER STIFFENER DESCRIPTION LOCATION WEB DEPTH H/T A/H A STIFFENER SIZE WELDING NUMBER (FT.) (IN.) RATIO RATIO (IN.) THKNS x WIDTHL - S 2 3 1 DIAGONAL KNEE STF. 3/16 X 2 3/ 8 ONE 2 3 2 COL./HAUNCH FLG EX .72 15.625 3/16 X 2 3/ 8 BOTH STD. CK -OK .4•. . n}. ....; .. ...; ..v .:.... .. v:::: vv:•�}}vh};::nwn.. .. �k+f .....{......... .. .. ..„ ::::::::.:::.v... r.. . r... .. v:..::: n:::••. •.::: .. .... ......r................}..::::n:v:n•}:4p:•}}:•::::::•}:4:?•i}: }:::::::::4 •}}•i}:w: v:::4:•i:•}}:•i}:4;{.}}}}};•}}}i:•i:•is4}}}};yi}}}}}:4:•}:•}:4:•}:v{+•:•} •v%w;: t r ..: r vv •:: v::::.v: n:•: �. �22•: a....•rv}i.h.........:n<.r....,fv..:...n......v.::?v; }:::::::::.vri}.4:?;4:4:4}:•}ibi�ii:iii:iii:i�iiii:t>.i:;i:;i:;#:;(.+;i: :iiiiii::iii:i.�ii:{}i:i;i:;ii:;i:;:i?};;: MBR JT ------- PLATE DATA ------ --------------BOLT DATA ------------- NO. NO. THK x WIDTH x LENGTH BOLT OUTSIDE INSIDE -----CONNECTION CAPACITY ------ SIZE Rows 4 -Bolt Rows 4 -Bolt TYPE OUTSIDE INSIDE 1 4 2 1/2 X 6.0 X 1'- 8 0/16 3/4" DIA A325 1 NO 2 NO EXT 478.2 "K 669.0 "K 2 3 1 1/2 X 6.0 X 1'- 7 1/ 2 3/4" DIA A325 1 NO 2 NO EXT 478.2 "K 669.0 "K 2 3 2 1/2 X 6.0 X 0'-10 0/16 3/4" DIA A325 1 NO 2 NO EXT 194.7 "K 252.6 "K ?•}�C^' ^i`r;•:v: '+' ';< Y•:;{: '^:4i:;{::4}i}}: +•} '•:'?•}}'??{: •i%'?•i}}i:•})}••: %r •r .v,.>::.}'{.,•::.. .: },•:. •h 4'{•. v. + f.• �p .}... r. . }...... .::,(r,.ji:if.:ii:i:iii`•i:{{:iifi.'^:{ii {;i^}}}}:•:CY1 WWI . .: :i1v: }:4'v:r•:.:. vhn};+•}:'?.:' • :...... •ri. 4v:{'4:;i%?•}}:^:•vv w.4::•v.:+•nw:.:{•.4.'4'+i'•. rjiii'.'•. i:i}:;i} 'may �t/� y'��► ., }�/li..v .. %v}� .?}•:v Ft:, •.:v7}};i:•: nvv ::.{:•::'F,•}iiii:4}:r•}?:v: iii :'�%}:{i}:;:f i;;%iii:::::: ' R21�[�\T.�:ia\/ •}i:0i;?{i :+t•`.{ ..:•}•iv •r•Q•;•••: n.v .�+:4::+:• Y n;. n,...nn . ..........r...h ?{v%•}... n.,?v., .Z. r. f..... :: ...,iTvkkn\C:4.vCrfv.}v'.....r.::{4:{h.•hv}::::::::w.nv...v.:: Yiitiv{?tv}: iiiii::.v::: ^:::::::: nn: }n•:::n nv.............+. nv:.nv}:?.:C<?Y: MBR Location 7'-5 1/4 12'-5 1/4 1 FLg Brc7-> not reqd REQD MBR Location 3'-9 7'-10 3/8 12'-10 3/8 17'-10 3/8 2 Flg Brc?-> REQD not reqd REQD REQD }:•}:•:::....,..., .. n•.t,£,........t,............Y.r.....+.�.{•4i,•: •:::.�: ,•::....... r....., ........:::::: ,..:.::: .:�;•:: •}•:{+.•}:•}:?•}... ri:i:ii•iiii:i:.. r. ., ., ., ........ ;n.. ;. v.. h:r......r.........,.......4}n...: i}:•::.nrxn. ............ .......... ... v::::.r •.v{r,.... '!. i8&:�M�:iflwSLtCN: MFd44i RY...lwc'... ?.. C i:'?{::; }iini:{.... Siiii C�t1�ICi :.':::' :::::: :: ? : ....::';#:'...... : ? : s :# is %i: ? ............................................................ --- ACTUAL FORCES --------- A C T U A L------- A L L O W A B L E---- STRESS CONDITIONS LOCATION Mbr Ld Axial Shear Mmt-X Mt -Y ----- S T R E S S ----- ---- STRESS or LOAD -----I Sum % I % No.Case Depth (kips) (ki s)(k-in) (ki -in) Axial Shear Bnd-x Bnd-ylAxiaL Shear Bnd-x Bnd-y lAxL+bndl Shear AT 12.45 FT 1 1 17.6 -7.4 ' -2.6 -388.1 .0 1.77 1.10 18.23 .00 14.32 5.10 20.29 25.54 .957 .216 AT .72 FT 2 7 16.0 2.1 -6.1 690.3 .0 .52 2.85 34.52 .00 40.00 8.21 34.43 34.43 ( 1.003 .347 AT .72 FT 3 8 16.0 2.1 6.1 690.3 .0 .52 2.85 34.52 .00 40.00 8.21 34.43 34.43 1.003 .347 AT 12.45'FT 4 1 17.6 -7.4 2.6 -388.1 .0 1.77 1.10 18.23 .00 14.32 5.10 20.29 25.54 .957 .216 Location Depth Area Rx Ry Lx Ly -1 Ly -2 KLx KLyt KLy2 Sx Lb -1 Rt -1 Lb -2 Rt -2 Qs Qa Cb1 Cb2 Mn Dist (In) (In2) (In) (In) (In) (In) (In) /Rx /R /R (In3) (In) (In) (In) On) 1 12.45 17.55 4.19 6.88 .97 169.8 60.0 20.5 37.0 62.1 21.2 21.29 149.3 1.26 20.5 1.23 .85 .68 1.75 1.06 2 .72 16.00 3.98 6.34 .99 214.2 15.7 27.2 33.8 15.9 27.4 20.00 15.7 1.25 27.2 1.25 .86 1.00 1.02 1.12 3 .72 16.00 3.98 6.34 .99 214.2 15.7 27.2 33.8 15.9 27.4 20.00 15.7 1.25 27.2 1.25 .86 1.00 1.02 1.12 4 12.45 17.55 4.19 6.88 .97 169.8 60.0 20.5 37.0 62.1 21.2 21.29 149.3 1.26 20.5 1.23 .85 .68 1.75 1.06 rm,. n, ..:: F•v:::: •: M•..........r f•:.v....... v.r.:. v.::v::: v•}Y•}:•ti .......r:. ii. '; �... •. .. ....... {.....nw:; ........n::::•vrx::::.+�::.4};'•.•::.v::n,.:::nv:::::,:v::.v.,vw:.... ........ J:ti{;?�{$::•}'?•i:v:•ilii%n:}.•}}i:ti}:iiiji::..:j}i:•}v ,. ..:.. ??.vi::4}i:i}:.} .{im n..........i+::4}:•i;;4}i};::.;v4x'n::.4}•r v:.; ...... w} :::::::::::::::: n•::......; .... r......, n..........:.r„{.; r......:::.rn; ...}.......v::'.},::.• : I M.: �! ':. tfiN'�.. . •}}•::::::: ..r..:.,•:. .}:..:n?•:::•:::?•%.:.ii}.,.:n,•:n:.:::n.:n•::::.;.}:.}:t:{;.}:{•;::{.}:,•}:•i:•}:•}}:•:•:.;:::n•:::.::•;:•:•}::::n;.::•}::•::;•i:;:•::::.::.:::.:?.:,?.}}. Column Horz. Horz. Vert. Vert. Moment Description In Out Down Uplift (+ Ctr-CLk) Back Sidewa(L Col. 7.0* 3.1 7.3 6.5* .0 Front Sidewatt Cot. 7.0* 3.1* 7.3 6.5* .0 (* load Case indicates Stress Increase = 1.33) ., v:: nvvv:::.v:::;:: }::::::: +}....v.. rri:+.4; , .v. ,.. nn v ..... :::::::: vw:::i::;:;};i: •'i::iiiii$}iiii;;}:v i:!4vi}:4; •:::.. .; .::::::.v ...:.: x........, {..}v::}.} v:...v f.. i:i.+.!v:....n :::w::::h v::::n•....:.:::n•::::.v::.v:::.w::::::.vf•}}'r.?{;•:: nt:>Y .}:•:v.. n.r... n.v :. rrf... r..... n..4 .rr. Column <--- Base Plate Data ---> <--- Anchor Bolt Data ---> Description Width Length Numb. Dia. Type Back SidewaLL Col. 8-1 x 8" (2) 3/4 A36 Front SidewaLL Col. 8" x 8-- (2) 3/4 A36 - A Varco-Pruden Buildings A United Dominion Company Built On Superior Service Frame ID : S3 Frame Type: Rigid Frame Frame Back Front Plane Grid Grid 10-FL3 0 A Frame Width 38'-7 Back Girt Proj 0'-8 1/2 Front Girt Proj 0'-8 1/2 Total Bldg Width : 40'-0 PRIMARY FRAME DESIGN DATA (Project Name: JESSEE BASE) (VP Quote No.: TQ930427084734) (VP Order No.: ) Back Sidewall Ht 16'-0 Front Sidewall Ht 16'-0 Back Roof Pitch : 1.00/12 Distance to Ridge(from Back) : 20'-0 Front Roof Pitch : 1.00/12 Average,Bay Space = 25'-0 Back SW Col: Tapered(Out Fig Vertical) Beam Bolts to Back Col Top Front SW Col: Tapered(Out Fig Vertical) Beam Bolts to Front Col Top No ;A (A 3S DATE: 01/26/94 TME: 16:50 PAGE: 36 of 40 Back Sw Col Base Elev 0'-0 Front Sw Col Base Elev : 0'-0 3.0: 12 3.0: 32 an, -o W iB 20'-0 42.1— i• 40'-0 01 Frame Cross Section for Plane FL3 (10) PROJECT: JESSEE BASE BUILDING: 40X10OX16 Varco-Pruden Buildings A United Dominion Company Built On Superior Service PRIMARY FRAME DESIGN DATA (Project Name: JESSEE BASE) (VP Quote No.: TQ930427084734) (VP Order No.: ) DATE: 01/26/94 TIME: 16:50 PAGE: 37 of 40 :.. ., �tA)t�:AB)A YtiiB. :F.4CrI11. ::w:.v:::. .:..... n.. n..n n.n...... v.. vv:.•r.. .... v.........v. n .... .. ..........:... :: x::: w:::::rw:::. iiiY•:{iii:>{>iii%yr:::>;i i:>i:>i: B.:.::�:•:.� DESCRIPTION: Varco-Pruden RIGID FRAMES (Type "RF") are solid -web framing systems consisting of tapered or uniform rafters rigidly connected to tapered or uniform depth columns. The frame provides a clear span (no interior columns) and is designed to support the applied loads as specified. (AISC Type 1 Construction) ANALYSIS: The boundary conditions established for RIGID FRAMES assume the rafter beam is a fully continuous member, spanning from building eave to building eave, with exterior columns rigidly attached (moment -resisting connection). The Exterior Columns are typically pinned connected (free to rotate) at their base connection to the foundation. DESIGN: RIGID FRAMES are designed in accordance with the AISC "Specification for Structural Steel Buildings", 9th Edition. MATERIAL: Structural steel plate, bar, and/or sheet intended for use in RIGID FRAME bolted and/or welded constructions typically will be of material based..on the...requirements of ASTM A572, and have a minimum yield strength of 50,000 psi. :..{iii:{:Jiiiiiii:}{.v,}:}�i:v::}}}}i'4'r}}i:?.}•?.i'4}i}}:6:^:^}}:?:q:?•:J::?4:}:•:}:?^}}:4:4:•}:4:• iivii:ii?iJ'{iti?v :w:;; f?;•}:•}:rv:.}}:i....... Y•.}.. !?6 •rr::: • :?•: v.v::::;::::?v.v:. .. .:. •. ?4'r:•}}:•}:•:•} :.....:.............. •..:...:.Yi.:: :..... . rfv.v...r..+ :.:•}::•ir: i:•:: r.v::: }::.xw:}::: v::: :::v::: r: v:::::::::: x:.•::::::::::::::::.v:::•:r::::::.v:?v::::::::}>::;:i;:;:i:'•.+::':{:'rii>'v! $i :� •. ................................v............ n.vr.. n.fIX?v......:.::..v: •.v::::::::::::::::::: x:::: ;n ............ ...... n....• .......::•. ............ n?w:::v.....r:r::::::::::::::::::::.......::::::•::::::m::::::::::::::.v: x::; }::::::•}:4:v:•i:S:•;iiii. Back Sidewall Girt Spacings (Base to Eave): 1 at 7'-5 1/4 1 at 5'-0 1 at 3'-6 3/4 Front Sidewall Girt Spacings (Base to Eave): 1 at 7'-5 1/4 1 at 5'-0 1 at 3'-6 3/4 Rafter Purlin Spacings (Ridge to Back Eave): 1 at 1'-6 11/16 2 at 5'-0 2 at 4'-1 3/8 1 at 0'-3 5/16 Rafter Purlin Spacings (Ridge to Front Eave): 1 at 1'-6 11/16 2 at 5'-0 2 at 4'-1 3/8 1 at 0'-3 5/16 ................: ..: ..:; ... ;..:::w:.. r.............i....... :4..v..:.........�.{... n..R ...... r::../......... ..\M..........v. n. i............>.:.. :::.v.S .... . :: .. .. ....................r :..... fr...v. .... .... r........... }. }....n ..r ........rv...... .... ..v.r.:::.v.:::+tv::::::::::}: }:::::::•..?v::::: }:::::^:, :r.?•:; }::. v:::::::•::::::+,:?:+:•:: :,Y•:::. v:•.?4;•}i:^}:•}:v.. n •r:.}n >.•}}:{.}}Y.:':?; }:::. w:::::::.::v::::::::; :w::v:;: }. •. ...... n; r. nr ?�..: }:•}:v.., }+ ................ ....:: v: r•:} :•}:•{:: }r.}rr.?}}}}vA;, ....... ::. .: ..... \......... ............ ... T..n vv................vv $... v{•}�{ }:4:4....... v...;..... nom...: v::::} ... n........... ............ n:•:::::;w::: .:: }::::::::: •:.v: n.n........:: }:::::::::::: r::......... Live Load : 20.00 PSF Collateral(Gravity): .00 PSF Total Dead Load : 2.93 PSF Purlins/Sheeting : 2.10 PSF Roof Snow Load : 9.00 PSF Frame Dead Load .82 PSF Wind Load : 80.00 MPH0 7.75 PSF) Total Dead Load : 2.93 PSF Collateral(Uplt): .00 PSF Building Code : 91UBC Bldg Use Category : 4 Exposure Factor : C Seismic Zone : 3 Enclosure Factor: Enclosed Load Stress Design , Case Factor Case load Combinations 1 1.00 Y 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Live 2 1.00 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Alt Spn Live -R 3 1.00 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Alt Spn live -L 4 1.00 Y 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Snow 5 1.00 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Unbal Snowl-R 6 1.00 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Unbal Snowl-L 7 1.33 Y 1.00 Dead Weight + 1.00 Wind 1 Right 8 1.33 Y 1.00 Dead Weight + 1.00 Wind 1 Left 9 1.33 N 1.00 Dead Weight + 1.00 Wind 11 Ridge 10 1.33 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Seismic Right 11 1.33 N 1.00 Dead Weight + 1.00 Collat Grav + 1,00 Seismic Left 12 1.33 Y 1.00 Dead Weight + .50 Snow + 1.00 Wind 1 Right 13 1.33 Y 1.00 Dead Weight + .50 Snow + 1.00 Wind 1 Left Varco-Pruden Buildings A United Dominion Company Built On Superior Service PRIMARY FRAME DESIGN DATA DATE: 01/26/94 (Project Name: JESSEE BASE) TIME: 16:50 (VP Quote No.: TQ930427084734) PAGE: 38 of 40 (VP Order No.: ) .}} :L ..:::.v.v � �}}}}}}:?.}}:??{4:?•}}}:h;{•}}:4:{•}w::::nw:::::: :::::::::::::w::::.v::::::.... n......::::..... k,w::..:: .: }.v:; :w::.. i:.vvv.... . rr}}::..>:::�•: w;: v}•}. i:::::::}}r.v...,F• .. }:r. .v. .. .: f).v.w:{??vv:•}:•}}:4'4:: •::G:S•}}}}.v::::v+:?:�•: •4vivv: ?w. •::: v::: }., }i;•}•:{ji;}:ii;i: .................v.....:.rr.rr.......n......n.n................n......v.......4v..v..:....r......v...n.......................................................v.........n......r.....................:.....::::: ...... •:r•}.iv.v:{•!v}:?{•}:•i:•i:•i:?.}}i%n}:;4:•}}:y ii:.:::::: ^:: n• ::::::::::::: .. r.......... ....:::::.; ..........v :?N}}}: .:11►►..yy:::::::::::: %v:::::::::: •r n•r..v.... ..... ........�...... ........................:. rv::. 14 1.33 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Snow + .50 Wind 1 Right 15 1.33 N 1.00 Dead Weight + 1.00 Collat Grav + 1.00 Snow + .50 Wind 1 Left .. :: •. ........................ .. ,S n.{... :i;222}>iji'r:i:>•:tiff•}}i}i•q+}i•ryi'4y'L:4;^:4••}:;4:;{•}}}i:•}}}}}}}}}}}} ..........::..:.:: ::•}'}Y•}}}}:}�:?i `'}: :.::.+v; r.. f..v .........4:.}y..:;.;Y::•i::'i''ii'ri$i::r:.fw;::.:.:.w:::}::::}::}:}.n:::::::}:::::::::: :::::::::v::: rr+: n.....:..... v: ?.. v};s.}.: A: {v: ;; :w::,'•i:!:•}?:'riy}:: f{ :{ti•:.v •:::.v 4:::: }�;::vw .. r 4,.d. .:::.v r. n..... ....::.: .......... v....v.... v v ..::... r: r$r.....x.%.r:: xnv. {{¢:. n.v ......:.::::: :::w.:::•.:;:: �:::•.:. r..... r..... ........:: }}:::?vnn n.....:.:.{.}, r};•:y }:;::;if;;::,v. ......:$ .}::w::::: •i:4;.}:•}:?•}}: �:•}}}}}}:{{•:{•} .............. r........ {': 'r.':::: r:": . ........, .......................n:... \.r... .....w::::;:•.v::;}}}}}};4}:ti0:{,;^};?.;;^}:v:?{•}}:{•}:ti.}}}:{:.}}}}:?•}:•}. MEM FLANGE WEB DEPTHS LENGTH WEIGHT FLANGE WEB SPLICE CODES THICKNESS SHAPE WIDTH THK THK Endl End2 (FT) (LBS) Fy Fy Jti Jt2 1 5.00 .1875 .1345 7.00 19.00 15.348 178.33 50.0 50.0 Base Pit Knee 0 0 3 -Plate 2 5.00 .1875 .1345 16.00 9.00 19.359 233.55 50.0 50.0 Knee Bolt Pit 0 0 3 -Plate 3 5.00 .1875 .1345 16.00 9.00 19.359 233.54 50.0 50.0 Knee Bolt Pit 0 0 3 -Plata 4 5.00 .1875 .1345 7.00 19.00 15.348 178.33 50.0 50.0 Base Pit Knee 0 0 3 -Plate :.•:: n:v :::w .:. ::::::::: :.:::::::::::::..... .; .... n... n...... f.%•}::%: }}v.}:+??'?'+}}'•} i:: is :{•}:?:•:;G••%: •i .y ..�::.: v:nv:?::: v. v: '::: :v.v::::: {:.w...: v:.v: •vv w::::::.v w::.:::: • : w::::::::::::::.v: '.v::::: w. v.r::. t.....v v: ry.v:::; %v; }?:i}}i+i:•v}i}}{}: �:;•::^%:;.}:::v:;::::::: v: ...{..v...v.4. r..i.r. r$.. : },..F:.•.:::3v:vv.. :;•}: }.,M1n.: ^.w; y••:,: ... }r;n:: \,+}^: :rw::;, : vi.Yvw, ..,..... r.}.:.: nv •: nvr:::: v. }:::.v::: .(v: : v?:4}: ••}}:;J}•}:: �1 :r ..{.n }::::::nv.v;,; \}} 4:• :•:.,, v.,•+:+•};i};::.}:;•: }..... ,v...,, .,. :..... ,f,/. .v.Y}:%: :: :•::: :•;.r+ :v{vv. •.v:::: :•:?.}:: :.: •:. v:}:R:'t: 't.•f:•.. ?•: ::n:,•:: :.....:..... .vwm....+••:.^:•:::•v;.,.\fj•y}}:jSxC?tij 4�:::{:::;??}}v{:{}ir vvk%F,.}vv}.:vx;}}: •:.x... ,, .v:::.{h:..... r. ::.fi..n .............:.v::::::vv,.:l :v: f.•n:•: }.n::.v},h:r,.n { J{•nn:;$•}}:}}:.v:.w;: }:: \,;:::: }::: }}�.}::: ^.vv.:•:.v; :: f.•:::::;•:n�}:J..r::::::}}:?.:{?.ryiiiiii:}:::::::::{:}.r•}:•}::•:{:}}:1>ji:'{:i}}ii}: f::.v:; }: iv::: .v..v.....•m:::::::; S;i}.+ LO CASE LOAD COMBINATION HORIZONTAL VERTICAL MOMENT LOCATION EXT .COL 1 D +Cg +L _....._ _. 2.92 ......... 7.46 .00 AT .00 FT FROM BACK. EXT COL 1 D +Cg +L -2.92 7.46 .00 AT 38.00 FT FROM BACK EXT COL 2 D +Cg +aL*.51 1.46 .00 AT .00 FT FROM BACK EXT COL 2 D +Cg +aL* -.51 1.46 .00 AT 38.00 FT FROM BACK EXT COL 3 D +Cg +*aL .51 1.46 .00 AT .00 FT FROM BACK EXT COL 3 D +Cg +*aL -.51 1.46 .00 AT 38.00 FT FROM BACK EXT COL 4 D +Cg +S 2.31 5.96 .00 AT .00 FT FROM BACK EXT COL 4 D +Cg +S -2.31 5.96 .00 AT 38.00 FT FROM BACK EXT COL 5 D +Cg +uSl* 1.86 4.25 .00 AT .00 FT FROM BACK EXT COL 5 D +Cg +uS1* -1.86 5.43 .00 AT 38.00 FT FROM BACK EXT COL 6 D +Cg +*uSl 1.86 5.43 .00 AT .00 FT FROM BACK EXT COL 6 0 +Cg +*uSl -1.86 4.25 .00 AT 38.00 FT FROM BACK EXT COL 7 0 +W1> -7.11 -6.69 .00 AT .00 FT FROM BACK EXT COL 7 0 +W1> -2.12 -2.81 .00 AT 38.00 FT FROM BACK EXT COL 8 D +<W1 2.12 -2.81 .00 AT .00 FT FROM BACK EXT COL 8 0 +<W1 7.11 -6.69 .00 AT 38.00 FT FROM BACK EXT COL 9 D +WP .37 -4.75 .00 AT .00 FT FROM BACK EXT COL 9 0 +WP -.37 -4.75 .00 AT 38.00 FT FROM BACK EXT COL 10 D +Cg +E> .08 1.13 .00 AT .00 FT FROM BACK EXT COL 10 0 +Cg +E> -.92 1.74 .00 AT 38.00 FT FROM BACK EXT COL 11 D +Cg +<E .94 1.80 .00 AT .00 FT FROM BACK ; EXT COL 11 D +Cg +<E -.10 1.19 .00 AT 38.00 FT FROM BACK EXT COL 12 D +S +W1> -6.21 -4.44 .00 AT .00 FT FROM BACK EXT COL 12' 0 +S +W1> -3.02 -.56 .00 AT 38.00 FT FROM BACK EXT COL 13 0 +S +<W1 3.02 -.56 .00 AT .00 FT FROM BACK EXT COL 13 D +S +<W1 6.21 -4.44 .00 AT 38.00 FT FROM BACK EXT COL 14 D +Cg +S +W1> -1.50 1.89 .00 AT .00 FT FROM BACK EXT COL 14 D +Cg +S +W1> -3.12 3.83 .00 AT 38.00 FT FROM BACK EXT COL 15 0 +Cg +S +<W1 3.12 3.83 .00 AT .00 FT FROM BACK EXT COL 15 0 +Cg +S +<W1 1.50 1.89 .00 AT 38.00 FT FROM BACK . ., ., ., .. ., .: .. r. .. .......... }.. ..{..�.... vnv•:: ti.. •r .r. n...r. ... n.. .. r ............. r ...+...........% • ...... ?....n.: rn.. ............ r,f ..1......... :•;w+.w:r:::::. ...r :n•:::: n........ F; }: n..,}w::;:; .. :.,;.r:. .. ....{... n...v. r.::}r..........x.......::.:;i+:rw::.:v:;r:.Y...x........vv:•:nv}}}:{.$:r:}.v:•; :... :..v^i: r .r..r ...:... f n}:v.n..: ..v. x:n:+. k•}:Ci}}}:r.:::: .}.......vi {:: ;:}}:s: f.::: i,..• .....: { .. n....... n.. v:h:,, :::•: .w::; .. ^., }J:}'• ...........::.... ..:l.•.r{w::: ;;; �{..v:.i;•::::x{+Y:;i::2{::vh n. SIDE -----BASE PLATE DATA---- ---ANCHOR BOLT DATA---- WELDING WIDTH x THK x LENGTH OTY SIZE PATTERN EXT COL 8.00 X 3/8 X 8.00 (2) 3/4 DIA. A36 OS -3 EXT COL 8.00 X 3/8 X 8.00 (2) 3/4 DIA. A36 OS -3 Varco-Pruden Buildings A United Dominiod Company Built On Superior Service PRIMARY FRAME DESIGN DATA (Project Name: JESSEE BASE) (VP Quote No.: TQ930427084734) (VP Order No.: ) ND PAGE y6 DATE: 01/26/94 TIME: 16:50 PAGE: 39 of 40 ..... r......,4 ...nn ...............\ ...... f.. /!.•....r.,n..l:. r...r .. {•.••...... n.+:!•}:•}}:{r.}}}.:.}}}: ..... ri}ti•}}i}:;4}:•}': :•}}:4:•}'+{{::' ..}........ .4.:..: �:.,•:. �{v`.v:::..}......rJ,.; :}.:{;x,:.,;,iv7:{:::::..,Y,. :.:\•{:::.}}•:;{•:::•:•r: ::.�.,•: •:.«•::::::r:�}::;r .v ............. vw: v: r..tr?:. ,,{{ :r: w: �.r.... }..{ v v:\:}}$2y::#$$$$�:•}:r •. x:.: •.. f...:.:.:.'•$}:•: . :. . :.}•,::.};.}}}:•iY•i:+v'•}i}'• r...n. Y. ....,••: •Y.• :.✓.•.,•:. �... 4.v :£'.tiff }.4:•.... �� •:���� .; ... ... ; ..:.::•.:.:. r............,.:.n..:..........L`.•}.,.. .., . f..... ...nx:..:.:: f•.:r..:r?.. ......+::::::: w :w:::: vr. •!•r}.,x::::••: f.:::: r.".};::; I� •.},ri}}: {........t }r:n ..l n.. r.....,v......... % Y..... }..vv. n., n.............Sn............v........ Y\.:.:::•: r::::y} •: 4;{{4r?}}:::: iv'{N'4:•i:• WC8 31'1 IBI�i .. r ............................ ........ .. . .. x.............. "fi.•::::.: i:•i:•:.• v:.v::::4:v.:. r.:....:.:: n... MEMBER STIFFENER DESCRIPTION LOCATION NEB DEPTH H/T A/H A STIFFENER SIZE SIDES WELDING NUMBER (FT.) (IN.) RATIO RATIO (IN.) THKNS x WIDTH L - S 2 3 1 DIAGONAL KNEE STF. 3/16 X 2 3/ 8 ONE 2 3 2 COL./HAUNCH FLG EX .72 15.625 3/16 X 2 3/ 8 BOTH STD. CK -OK ........ ...:::::: v:::: •n•::::::::: •: � •: rr:: � v: • : • •:: f.4'+• •{ G : •:.},•. },• n•:r �.v: v.:::: �:.: v.:,}•::•}:•}:4Y •:::r:::::., v: r •: •: v.v �::: v: � v: � •: �:::: �::::.} •:}::.Y: },• • •}:•}yr } ..:..............:::.....................: .................: ..: ;..:...:{v •::::::::.+.• :1: •r: v .. r.. N'.'r:..v . ''J$ . .. r.... .. 9' ... ltr •....f...... fi:• :•: w:: ?.,.. }. v}:: n+:: rv}.. vr::: r.4r •. •. ..: fk i.`•{ ;}:$i'�$3$$$:4'$$i: ri �i$ii: L is .; �..; u.,:?,<?:4 r a}.,•,• :,;R'. { ... ,.kr ., .+;�;..},a`4.{.. .. •C::..; r ..,$. $,::: r:: rf.•.•::. )f;;. ..,S;w::;:.Y::$•i:,:! .} ::: S.•.� �: Y::: r.b. . ,•.u. !. tl :? v.ro 'k¢;•.•,;f.•F{4]*w,:� u•i:}•«.{.pi;Y}:::�3f••::.bt::;x;}:L{:. ;...::::::.,,,•r •:3ii::•;{...,:•}:r.•}:•r}:•: fi:r�•.':�$$:z}:$$•`.;}};;.: .. i{r ....r r.�:r:•:.,•.ars;};::.2•::rY:.,•:::}:}::}:..........................r...$:::{•;::,•:::,:•:::f•:::•:::•;:.;{.;•.::}:;.;.v;}r::.}:•;:•Y}:•}:;•}}}: MBR JT ------- PLATE DATA ------ --------------BOLT DATA ------------- NO. NO. THK x WIDTH x LENGTH BOLT OUTSIDE , INSIDE -----CONNECTION CAPACITY ------ SIZE Rows 4 -Bolt Rows 4 -Bolt TYPE OUTSIDE INSIDE 1 4 2 1/2 X 6.0 X 1'- 8 0/16 3/4" DIA A325 1 NO 2 NO EXT 478.2 "K 669.0 "K 2 3 1 1/2 X 640 X 1'- 7 1/ 2 3/4" DIA A25 1 NO 2 NO EXT 478.2 "K 669.0 "K 2 3 2 1/2 X 6.0 ~,,O'-10 0/16 3/4" DIA 4325 1 NO 2 NO EXT 194.7 "K 252.6 "K ?•>}iY};:.;}}}:<.}}::: •• r?•Y...+:?•Y?;;.ixw••:'{«::. •?„•.Y •:r:{••}} :.}:{::{{{•}}:•x•?..r; ••;Y:•:•:;{.;, .......: ...........: ..: .::.�•:: :.: ::::}: ;•4..,...,.......:......: "444:v: '•%. .... . , .. . .n .{.........4 .......ti.;k�}.4:••}}};:i$;i;:•i:$::$:•$}':2{i }i:i.}:::k:$i$j$:•:•$'.;}:}:•:{::J:{{:?::.i:•}:4:{?•}Y' :4:ii^:•i , ;}v(4n4{iivY•: $?:::: vx .ay .l ..% {+#: •.,: r¢$:v. r..%::r.:•:::.:::::::>w:::; v.. ;.}n�.; ......;.{h:#'vYv :., n..,.£t.D.. :.b... •{.... ...,?{•:ti:$::4?4:•}%•}:4n......k»R•,{•...;•.{•}:..,;•;:.,{.:::r.4...,}r..R.................::.5:2:y;::...... ..............: w•:::.: Y:•Y: MBR Location 7'-5 1/4 u`12'-5 1/4 rRE;QD 1 FLg Brc?-> not reqd REQDMBR Location 3'-9 7'-10 `/;8'-10 3/8 17'-10 3/8 2 Flg Brc?-> REQD not regd`� i REQD 4:ti{4;4}:?•}}:?•}}Y:•Y :•:{.y.:}::.}. ..Yr '9}'?} 4 •{.: v, .'F.•: •Sr n••T': •Y}}'•}}: '+ •:t•} '??:'+4'4:?'•YY'•i .. A... X... .. .v" 2�$••4$' .$... r...2•{$•.;.x••}}R�3:�$i$":$:•ti}'$$:�$$$$$$'$':2;:�$$$:�:}�: .7r.. ::Yr. {�. t.r :::.. ..4. ..r.2 ::$$.. .. .C,•f..... ..}..3?•ti•}:;•Y:nw:x3$$:kkkti;....,. .. .. //...)..t..... .. r... .. ... }`::%: .; kk.}.'•}:•$:;•Y:.}}}:•}:?•}}:{•:':•}:fix•: ii?8Ai1418.iitt.Sll�'Y.."0g }'ikiC:�lill.. tt�l..(IfltMMF CY::#:%;`.::;r.:}::............:..........................:......................... --- ACTUAL FORCES ---- �I--!--- A4 T U A L---- --- A L L O W A B L E---- STRESS CONDITIONS LOCATION Mbr Ld Axial Shear Mmt-X Mmt-Y �;� S,T -E S S ----- ---- STRESS or LOAD -----I Sum % I % No.Case Depth (kips) (ki s)(k-in) (ki -inl Axial Shear Bnd-x Bnd-ylAxial Shear Bnd-x Bnd-V lAxL+bndl Shear AT 12.45 FT 1 1 17.6 -7.6 -2.7 -395.8 .0 1k81 1.12 18.59 .00 14.29 5.10 20.29 25.54 .976 .220 AT .72 FT 2 7 16.0 2.1 -6.3 704.7 .0 153 2.91 35.24 .00 40.00 8.21 34.43 34.43 1.023 .354 AT .72 FT 3 8 16.0 2.1 6.3 704.7 .0 f53 2.91 35.24 .00 40.00 8.21 34.43 34.43 ( 1.023 .354 AT 12.45 FT 4 1 17.6 -7.6 2.7 -395.8.0 1:81 1.12 18.59 .00 14.29 5.10 20.29 25.54 .976 .220 Location Depth Area Rx Ry Lx Ly -1 Ly -2 KLx KLyl KLy2 Sx Lb -1 Rt -1 Lb -2 Rt -2 Qs Qa Cb1 Cbl Mn Dist (In) (In2) (In) (In) (In) (In) (In) /Rx /R /R (In3) (In) (In) (In) (In) 1 12.45 17.55 4.19 6.88 .97 169.8 60.0 20.5 37.0 62.1 21.2 21.29 149.3 1.26 20.5 1.23 .85 .68 1.75 1.06 2 .72 16.00 3.98 6.34 .99 214.2 15.7 27.2 33.8 15.9 27.4 20.00 15.7 1.25 27.2 1.25 .86 1.00 1.02 1.12 3 .72 16.00 3.98 6.34 .99 214.2 15.7 27.2 33.8 15.9 27.4 20.00 15.7 1.25 27.2 1.25 .86 1.00 1.02 1.12 4 12.45 17.55 4.19 6.88 .97 169.8 60.0 20.5 37.0 62.1 21.2 21.29 149.3 1.26 20.5 1.23 .85 .68 1.75 1.06 2 } : l 'n'.F.�v$'i:{{{)>kr,.{•.•,Y'k#:$;.}i'r,':.{•.v1:{•,}• l 9{ s .... r....f...... Y$} }:::: +•:: :^.,•: v•: /.•4;•ti..4:.+v 'ti$i:•'.�::.:�. r{;.:i.�.:4•�:.:.:.i.:•'.;%.}n'L.ovx::k..•r .8. ; :.. •. •}$}ti:;:;$#$$:�v$:v$$: {•}Y• ........k•:•:?4:4:IX;!•}}:•: r.:.:::•Y.:.: xh.; .� 4::::.v:4:::...........................4?:?4:•$:•}..............................t• Column Horz. Horz. Vert. Vert. Moment .Description In Out Doom Uplift (+ Ctr-Clk) Back Sidewall Col. 7.1* 3.1 7.5 6.7* .0 Front Sidewall Col. 7.1* 3.1* 7.5 6.7* .0 (* Load Case indicates Stress Increase = 1.33) v'4:•:i:::::.}v.Y•4;•}}}v:::.;{.v:.}v.;:: n;: n;{ : r::: •:::..,•.v.:::.::;:., ... .{•}::,. ' }:ti+{4}?•r+}; r :1.}'n' v r k . n4v; •. , r}:•:{'ti4;: }• �,Y. v ! :�: •i ,}}:' „}'•: ., .. :::.,vrA+}:^::d:•:{4:..::, .•...: .':hv ^}rv'knij:•i:... .r ini{v... ::n i:.:'u.v.: m?•:: r.:w:: .v . r.... .v: n.,}•. ry ....:.. fr.;:nv.}:4$yn..n..••y;,}r+.: :+ ... .....:}^}:4: :...... .vv :•.,`:hv.v}:{{{•:;:::::::.v.4r ..... :.•::::::::.. ............r ... r...,n:::::r4 �?4:,;•}:?t. Column <--- Base Plate Data ---> <--- Anchor Bolt Data ---> Description Width Length Numb. Dia. Type Back Sidewall Col. 811 x 811 (2) 3/4 A36 Front Sidewall Col. 811 x 8-1 (2) 3/4 A36 F v� ✓�H -eAl eu6A R 0 1A1(5 ,--), Z O4D/Z C GUi�L G2ovio�' 2 3 ° moo, 1 F(,7fAJ (7Z) Mow UNIFORM BUILDING CODE'" 1991 Edition Chapter 3 0. Illgh-strength bolting. As required by U.II.C. Slandard No. 27-7. F;XCF.ImoN: (lie special inspector need not lie present during the entire inclal- talion and lightening operation, for shcar/bcarinR-type conncclions when threads arc not rcyuired by design 10 be excluded from the shear plane, provided that prior to lite start of Ixmlling, lite surfaces and the 1111 size and type arc inspected for conformance to plans and speciftcalions. Additionally, at lite campleliun of all lwdting, the inspcc- tor shall determine Ihal the plies have been brought imo sung contacl. 6003 1991 UNIFORM BUILDING CODE 27-7; 301 (c), 306 (a) 6, 2701 (a), 2709 Nigh -strength Bolts. Specification forStruclural Joints Using ASTM A 325 or A 490 (lolls. Approved by the Research Council of Structural Connec- tions of the Engineering foundation, November 18, 1985, and endorsed by the American Institute of Steel Conslruclion and by the Industrial fasicacrs Institute. ' . 1993 ACCUMULATIVE SUPPLEMENT UNIFORM BUILDING CODE Sec. 306 (a), pages I5-17. Revise Item 6 as follows: 6. Iligh-strength bolting. As required by U.B.C. Standard No. 27-7. Such in- speclions may be performed on a periodic basis in accordance with the require- nmenls of Section 306 (c). (INceplion is delcled.) BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Narr Address Nature of BUILDING PERMIT NUMBER `"( APN 1/0 0 –� Contact Person —I U±W Phone # x //–'I i4L,7 1.D_Vs your business or that of your tennants handle, store, or transport hazardous materials? ua NO 0 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at sta dard temperature 4 pressure), or formulation containing hazardous material? O YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? VNO El YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fu��Jes, vapors, or other volatile compounds? P" NO 1:1 YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative BCEHD BCAPCD The applicant has met or s )and eting the applicable re rements of Section 25505, 25533, and 25534 of the H Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. E] The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE- Building Dept O YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building), School District C- Building Department No. A.P. Number OZ10 - 1-/0 U (p 6 Jurisdiction City County Property Owner r � b fl /V IV A Property Location/Address .3 0a 50 v T-�-1 G� 7 Subdivison ,� " Lot No. Residential Development ;) '"` ,. !. J' Sq. Footage Noxof Living MHI J Addition(Group R) Units`. � ti, l t - 4 Commercial/Industrial Bui eprese Sq. Footage .10 0 v New Addition (Including Exterior Roofed Areas) IS (Floor Plans reviewed by School District Personnel) District Identification No. l �� rAk -K K School District certifies that (Street Address) 7 Date (Applicant) 32> (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. Wwcl -2- by payment of $ representing Q(� square feet. ►' SchoTDistrict Representative Paid by Check Number Remarks: Bank Number Paid by Cash r, �,.,; f' tVX- If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkf (4/92) . G Alow 325 C /r D'i�'�5�� 9 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Califtrnia 95%. 5 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 3 —71 2 � 4SSESSOR PARCEL NUMBER o- yd ` 6 y OWNER ZONING BUILDING PERMIT O/� TELEPHONE SQ. FT. OCC, BUILDING VALUATION OWNER'S MAILING ADDRESS 0.7,s soun-/ - :ONTRACTOR'SNAME TELEPHONE :ONTRACTOR'S MAILING ADDRESS s,od,er Fireplace :ONSTRUCTION LENDER UNKNOWN Total Valuation $ -ENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ lRCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS D�1 SOUT'I^nr� Permit fee $ MBING PERMIT Each Trap Filing Fee 10.00 2,00 Solar or het IMEng wjor h ater 20,00 .OT NO. SUBDIVISION NAME PARC L P Wate I 5.00 Ea w"Allf r heater or vent 5,00 USE OF ST U RE iF❑ Duplex❑ Mobilehome❑ Other SPECIFY Ga§ piping system 1 - 5 outlets 5.00 Building sewer 5.00 MJbj4 40e I S I G I W 1 10.00 e TYPE OF WORK -�(f Vew ❑ AdditionIZ Remodel ❑ Utilities ❑ Installation 0 err-] )escribe work: /9 ���,,,/// It e Contract ELE C L PERMIT Filing Fee 10.00 iLf— Main service 600V OR LESS 100 AMP OR LESS 10.00 CONTRACTORS LICENSE LAW declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profession J�y+ode and my license IS In full forceandeffect. License No. �� ��� Classification �..LV 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. AOD'L 100 AMP 2,50 NEW CONST. DWELLING OCCUP,EI OR ADDNS. ( ACC. BLDGS. , /:¢sgft NEW CONSTR. ULT' -OUTLET N O N•RESID BRANCH CIRI::IIITS 2.50 ea /POWER APPARATUS tr (SINGLE OUTLET CIR, EX. OCCUp(OUTLETS OR FIXTURES eA 030 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.1 EA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. Zr I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. lotfce to Applicant: If after making this statement, should you become subject D the W. C. provisions of the Labor Code, you must forthwith comply with such rovisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3,00 Ventilation_ Permit Fee $ Contractor certify that I have read this application and state that the above information s correct. I agree to comply to all County Ordinances and State Laws relating building construction, and hereby authorize representatives of the Countyot to enter upon the above-mentioned property for inspection purposes. also agree to save, indemnify and keep harmless the County of Butte against II liabilities, judgments, costs, and expenses which may in any way accrue gainst said County in consequence of the granting of this permit i-r�.✓�r�r Date ignature of App li nt - Owner ❑ Contractor ❑ Agent n OSHA permit is required for excavations over 5'0" deep and demolition or construct- >n of structures overL,/3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE 0-3�utte TOTAL FEE $ Z HAZ CUA I PARK I SCHL I FLD I PAR PD HD ISSUE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC /� By �r �" PERMIT EXPIRES Dae1112M the applicable provi- resolutions to do have been paid. WORKS p ate flb- eceipt No. / Ie Z 3 / NOTE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Clalihornib 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER �— 90_ 651 ZONING BUILDING PERMIT OWNER Ow 61?, C-,-ss,a &M t 14C TELEPHONE 119 2 b SO. FT. OCC.1 BUILDING VALUATI OWNER'S MAILING ADDRESS j� o s" sou CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS fS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$' Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS S Permit fee $ PLUMBING PERMIT Filing Fee 10.00 — Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Cd!2 e AL SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G W 10.00 e TYPE OF WORK New ❑ AdditionX Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work:_ 22S oe/o-,5 &,0_Z7_2QX1 _ Permit Fee 1,,V $ 0' Contractor ELECTRICAL PERMIT FilingFeel 10.00 �L6— QJ 9> I Main service 100 00V DR LESS 1AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I� ISaI/I I am licensed under provisions Of Chapt. 9, Div. 3 of the Buslnes$ and Profession Code and my license is in full /�force 'nand effect. License No. /V1�72`% Classification 1 I V ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors. ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.EI OR ACDNS. ACC. BLDGS. /, zQsgft NEW CONST R. RANCHUTLET NON•R ESID BRANCH CIRC ITS 2.50 ea /POWER APPARATUS y (SINGLE OUTLET CIR. ( EX. Occup( OUTLETS OR FIXTURES e011 0 B^L@30 Ex. OCCup. OUTLETS P(RESID )FIXED APLNS. REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �Yirin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. .K I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation Pelt Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit %� ���✓�� Date Signature of Appli nt — Owner El E]Agent 111 An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE 0-3Butte TOTAL FEE $ HAz I CUA PARK SCHL FLD I PAR PD HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Da e the applicable provi- resolutions to do have been paid. WORKS ate / AL WHITE-D.P.W.. Receipt No. /e Z3 / YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMEWPUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 ,r APPLICATION AND PERMIT PERMIT N0. ASSESSO PARCEL NUMBER _ L I ZONING Al._ Z BUILDING PERMIT OWNEI iA v(ti re TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS �� 57 k CONTRACTOR'S NAME . 4-e - TELEPHONE r y�5 CONTRACTOR'S MAILING ADDRESS -? 0j ©X '-] '? 2 CkAC_Q Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PERMIT Filing Fee 10.00 Be> 5 SO u -e-PLUMBING Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTUREalio SF ❑ Duplex❑ Mobilehome❑ Other Did f 4(r s SPECT Y Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe work: A e—ZI24-U 5 �JGtD G� 0/ei- s / 1/a C s Permit Fee $ Contractor ELECTRICAL PERMIT Fi I ing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10,00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BUsinesS and Professions Code and my license is in full ce and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.el` OR AODNS. ( ACC. BLDGS. / 1/20sgft NEW CONSTR U TI.OUTLET NON.RESID .BRA CH CIRCUITS) 2.50 ea /POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 5AL@3 t ALoo FIXED A \\ LNS Ex. OCCUp. OUTLETS P(RESID,)REA.1 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 . MiscWiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,. should you become subject to to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating O -+D Cooling 3 1 O -co Hood 3.00 Ventilation _30P Permit Fee $ 0�U Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, nd expenses which may in any way accrue X ain id Cou y }/1 c u e of the granting of this perm /�/°/ gz!��Date r Signature of Applicant — Owner ❑ Contractors Agent ❑ An OSHA permit is required for excavations over 5' deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ Occup, CONST,TYPE SCHOOL FLOOD PARCEL PD I HD I ISSU This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC ey. PERMIT EXPIRES ate f�d�l� the applicable provi- resolutions to do fees have been paid. WORKS 00 Date �—.��� 0 7 �-/ / /_ Receipt No. //3 2, WHIT[-D.P.W., YELLOW-ASSESSOK, PINK -INSPECTOR. GOLDENROD -APPLICANT S ISO Lo o A C- S 1 P a s �is14oa %+w C-5) /� a,Lk 5 -�- t-a✓v S - �#-:2- D COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT P R�jMIT NO. C-, !J ASSESSOR PARCEL NUMBER _ YJ ZONING _ L BUILDING PERMIT OWNER TELEPHONE �0�.Ai 6!`Q T[I qFj SQ.FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADLDR ESS J L 7 C /I t C CONTRACTOR' NAME TELEPONE 4l c -s a Sgl CONTRACTOR'S MAIL4NG ADDRESS Fireplace o CONSTRUCTION LEN R UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 S �`-�� �N Each Trap 2.00 e k co Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each gas water heater or vent 5.00 USE OF STRUCTURE Of -4:1c. -c— Gas piping system 1 - 5 outlets 5.00 SF❑ Duplex❑ Mobilehome❑ her CJ^"�` Lz. v r'e�tctS Building sewer 5.00 sPE F Mobile Home S I G I W 0.00ea 1 TYPE OF WORKA aW .� ;,•�r/e,-s I I I 51C:`_10 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Permit Fee $ 5. 0--0 Describe work: nJ 'Ir 1f- & Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eOOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW NEW CONST. / DWELLING OCCUP.ei� ,�ZQsgft I declare under penalty of perjury (check one): OR ACDNS. t ACC. BLDGS. NEW CONSTR. U TI.OUTLET 2.50 ea I am licensed under provisions of Chapt. 9, Div. 3 of the Business NO .BRA CH CIRC ITS POWER APPARATUS el (SINGLE and Professions Cod�eyp and my license is In full force and effect. OUTLET CIR. License No. ■ I / 6 Classification �—Z7 EX. Occup(OUTLETS OR FIXTURES 20 SAL@530 ❑ I, as the owner, or my employees with wages as their sole compen- Ex. Occup. OUTLETS FIXED APPIRESID 1REA.) 2.00 sation, will do the work,and the structure is not intended or offered Temporary service 10.00 for sale. (Sec. 7044) Mobile Home Facilities 15.00 ❑ I, as the owner, am exclusively contracting with licensed contract- Misc. Wiring 15.00 ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT FiIingFee 10.00 ❑ The permit is for $100.00 (valuation) or less. Heating I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Cooling ❑ I shall not employ any person in any manner so as to become subject Hood 3.00 to the W. C. laws of California. Ventilation Notice to Applicant: If after making this statement,should you becomesubject permit Fee $ to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Energy Inspection Fee $ to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. TOTAL PERMIT FEE $ f I also agree to save, indemnify and keep harmless the County of Butte against oc CUP, CONST.TYPC PO NO 39U all liabilities, judgments, costs, and expenses which may in any way accrue ISCHOOLIFLOOOIPAR.CELI against said County in consequence of the granting of this permit. [�9 This permit is hereby issued under the applicable provi- X t 4 �� Date �� sions of the Butte County Code and/or resolutions to do Signature of Applicant — Owner El Contractor�3"' Agent ❑ work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0 ' deep and demolition or construct- ion 3/stories in height. DIRECTOR OF.PUBLIC WORKS of structures over C` / I ¢� `� g By Dat r Receipt No. WHITE-D.P.W., YELLOW-ASBE330N, PINK -INSPECTOR, COLD LN RCC -APPLICANT PERMIT EXPIRES Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR, PARCEL NUMBER 41 - Q/0 ZONING Z BUILDING PERMIT OWN R T LEPHONE o %'re- SQ. FT. OCC. BUILDING VALUATION OWNER'/S MAILING ADDRE CONTRACTOR'S NAM TELEPHONE Chi,- 0 Ai Ietff,` 1933 CONTRACTOR'S MAI ADDRESS 1933 laeGliG 9SF26 Fireplace o SX .N ce /¢v C o CONSTRUCTION LENDEW WN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 2-5 PLUMBING PERMIT Filing Fee 10.00 O 550 eLfe. Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each gas water heater or vent 5.00 USE OF STRUCTURE O F i c -I- Gas piping system 1 - 5 outlets 5.00 SF ❑ Duplex[] Mobilehome❑ Other �0 ou5e Building sewer 5.00 sP IFV Mobile Home S G W O.00ea TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Permit Fee $ Describe work: Contractor moi^ ELECTRICAL PERMIT FiliqkFee 10.00 elec • l%�.',rl,' f ir e iA �(/ / <<LT Ser v r ft ce d ov A Main service GOOV OR LESS 100 AMP OR LESS 10.00 /D ." Main service EA. ADO'L 100 AMP 2.50 5 ONTRACTORS LICENSE LAW NEW CONST. DWELLING OCCUP.a ( /20sgft I declare under penalty of perjury (check one): OR ADONS. ACC. BLDGS. NEW CONSTR U TLOUTLET Q,SOea a 14 I am licensed under provisions of Chapt. 9, Div. 3 of the Business NON-RESIO BRANCHCIRC ITS POWER APPARATUS &) HQ (SINGLE CIR. 1 SO 9 and Professions Code and my license is in full force and effect. OUTLET License No. - S Classification C-7 Q, EX. OCC p(OUTLETS OR FIXTURES 200 Ot ❑ I, as the owner, or my employees with wages as their sole compen- FIXED LINIS sation, will do the work,and the structure is not intended or offered Temporary service 10.00 for sale. (Sec. 7044) ❑ I, the Mobile Home Facilities 15.00ontract- as owner, am exclusively contracting with licensed c ors. (Sec. 7044) Misc. Wiring 9 15.00 ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ / 5 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 10.00 ❑ The permit is for $100.00 (valuation) or less. Heating I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Cooling g ❑ I shall not employ any person in any manner so as to become subject Hood 3.00 to the W. C. laws of California. Ventilation Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such permit Fee $ provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Energy Inspection Fee $ to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. TOTAL PERMIT FEE 5; Z) I also agree to save, indemnify and keep harmless the County of Butte against Occup. CONST.TYPE SCHOOL VLOOOJ PARCEL PD NO 139 all liabilities, judgments, costs, and expenses which may in any way accrue I I I again said County in s quence of the granting of this permit. X This permit is hereby Issued under the applicable provi- Date sions of the Butte County Code and/or resolutions to do Si at re of Applicant - Owner ❑ Contractor �' Agenf ❑ Sd work indicated above for which fees have been paid. An HA permit is requi for excavations over 5'Q" deep and demolition or construct- DIRECTOR OF PUBLIC WORKS ion of structures over 3 stories in height. Receipt No. -3'707')— BY WHITE-O.P.W.. YELLOW-ASOC33011. PINK -INSPECTOR. GOLDENROD -APPLICANT PERMIT EXPIRES Date /3�.2 9() N -5-0 -Aw COUNTY OF BUTTE -- DEPARTMENT OF PUBLIC WORKS _, PE MIT O, = 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER (.)— if v ZONING tii- Z BUILDING PERMIT OWNER nn � O ,v 21— e_ TELEPHONE 1{ 91 1, SO. FT. CCU. ( BUILDING VALUATION T 070 OW ER'S MAILING ADDRES c1� o CONT)RACTOR-0 tqXME TELEPHONE c.Q(o. 5 �IS3 3 J C TR TOR'S MAILING ADDRESS 2-7 Fireplace a L Co-Vto©.00 CONSTRUCTION LENDER 'V A,/ UNKNOWN Total Valuation $ Filing Fee g $ 10.00 LENDER'S MAILING ADDRESS Permit Fee -750,50 $ A CHITECT OR ENGINEERLICE2NSE �16Mc J IU Lia No. d. J3-7 Plan Checking Fee 7 $ Energy Plan Checking Fee $ ARCHITECT O ENGINEER'S M ING ADDRESS '� ( t sfa� 2 Cd�C, ���7a (v Penalty /�3s•75 $ BUILDING ADDRESS Permit fee - PLUMBING PERMIT Filing Fee 10.00 302�� �� �'NA Each Trap 2.00 , c -'C 0 �`, J Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP_ d "J L Water piping 5.00 50-.c Each qas water heater or vent 5.00 USE OF STRUCTURE O Ic-(( SF ❑ Duplex[]Mobilehome❑ Other -0M M .5 0 o!-e_6 SPECT FVY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 -C Mobile Home S I G I W 0.00 ea TYPE OF WORK New Addition [IRemodel ❑ Utilities ❑ Installation[]Other ❑ Describe work: qDX qO Weed' fr'a,N& 0 oir/G L Gd /1115 5I+a /L:Oax-e Eu Permit Fee $ 3 $, &-D Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 8001 OR LESS 100 AMP OR LESS Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profession�s7 Code and my license is in full force and effect. Z a S(%O 6 License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.a\ OR ADONS. ACC. BLOGS. II /2 QSq ft NEW CONSTRMULTI-OUTLET 2.50 ea NON.RESID BRANCH CIRCUITS) POWER APPARATUS tr SINGLE OUTLET CIR. I / Ex. OCCUp\OUTLETS OR FIXTURES 20030t BALD 30C Ex. Occup. OUTLETS FIXED P(RESID )REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the fa mentioned property for inspection purposes. I also agree to save (nd ify and keep harmless the County of Butte against all liabi ies, Jud ent costs, and expenses which may in any way accrue against aid Co In in nse ence of the granting of this perm't. G �� t. X Date Signature of pplicant — Owner ❑ Contractor P Agent ❑ An OSHA permit is requi ed for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee TOTAL PERMIT FEE $ _ OCCUP. CONST.TYPC SCHOOL 'l ✓ FU)OD PARCEL PD HD S9UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC r 5 O KC By -+ PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. s2_ri 7 3 ! O _ - -_ - - _ - ----- .-.-----__ __•---•------.._..._ James Joseph January ARCHITECT I ' ENGINEER February 24, 1989 BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 19161342-1386 Modern Building Company "P.O. Box 772 Chico, CA. 95927 Re: New Plant for Jessee Heating and Air Conditioning Dear Sir: This is a reply to - p y your request to pour the foundation concrete in two pours with a horizontal cold joint. To use a horizontal cold joint in the foundation you must tie the two pours together with.#4 x 12" dowels at 48" O.C. placed at an angle where they are to long to be placed vertical. Also use 4- #4's bent to form a "Z" at each set of rigid frame anchor bolts to tie the two pours together. The rigid frame anchor bolts must be set in the bottom pour. If you have any further questions please give me a call. Very truly yours, 7 Jameb.anuary Architect/Engineer C11,764 C23,379 3gaJ-i- sv BUTTE COUNTY. BUILDMG DEPARTMENT 4 ,' okot Esslqlv" N r7 A%4 rAL od 23379 IV -r->,4 71'4 eoqz�> ,C7,E4,1e., Al 5ACe-114z- riot/ IS AF,94014 6441alC>SIDE - -!� _ l3.3 3 C7i�Y 2 w x lQrs° X 2�) 2 �5):'S] 3 == /9-0'e ;> 5 4 5,) 4 Oj its) 4 - ids = .Jd ms's ,W�ST 5/0,Cz If \- r.,f == , /9 In 7- 0,,, A,10 7-F— No &vrs/pssw-Aa IiU�Grn,� = (2 �O. S) /, S f �3 43 f /. S) x2(3.43' f /O.57-.5 t S) /So d _ �/ . 7 K > /, 5 (7, S�tiitE TG As l v Rr-Ae-f-rio Ad S p, -L D+L- 7, wl- >#-k.) C61AJ T. #S i. 0 PSE :Z o� �/oa /vo. 347 7 To /Po5/5-r UP�i�r `bxb "Aro w4a,- 0% S) 3'��o6-2: 3 w L= 1. /8 t 6 t 4_ 4/. /a'� 3 20 2 S 75 / z !/5F -�F / • /f3 " of � " SLl�B it/1�G�/fJLC_ � r /�T6'S , c �s _ • `/ �'7) /.5 61) = 7,3 S / S M/N, 3/25.# TKY /wx4Q X2d &cry;n 9 �laG 1i5 w x T� , ZO'-4 cov-T /A-/ Tori' .Joa n/o. g¢7 ��T/NGS l�iLIT 40G11<DE �L1X , Jc Ja ARCHITECTURAL ENGINEER, R.C.E.. BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 19161342-1386 /DOZE;. f%-5v/6A/ j F4¢ST /'--r6S. 90/6' /-V7U,(IC Qp Z,;r,4V--TO4,aD/r10A OAST vt .4 = 6,9� k f foCzo�fs s 9, K CT7PY 2w x 8 x Zd, Ms T /Q lc'- le --T6 , + ][:z(5.43%f g]. S f- 5 ) 15&11', 4- 13'X /Z'X 1S� Goy/ T. /ti/ Tom Tffi�2UsT r4�/l�G,� , v/o , to X /, S -4-03, 43 tl s� t , �3� � , 5 f S) -1 -r- X340 > /,5 C&,48� U5� *4'x 6 f )e -Z T� , 4-c/// `4 oovr. /ky ro,o 2�-5 4w, T/�iE'U5 T r4 -NGL¢ ,, J A ARCHITECTURAL ENGINEER, R.C.E. BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 19161342-1386 110T�, . ,W11/ �,4'�4-%L�Z, ✓O/STS, LL DL,-�- 2St ,110TH•' E-dv P/�'�T/Ac! mK SY /�clSPf�T�a�/ W1944 437 JWA/. LRW. klosT !�/TACAAL 1525 . .75 ?O¢ �{ �t/i¢/G S & f AGE ,S OF James Joseph January. ARCHITECTURAL ENGINEER, R.C.E. ��TirVG �O� tn�G/D 5 -E Gcapiy�p Pte,. BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 _ �/-k 19161342-1386 2.13"upli�F AT P ,4312.5'+- 3A + lot zz�sL 13 Yv� � 1•S�(o� /...5 + �.St 3,43�5�5�t 5//So �- 7R1'.2� (a is ��o" x.2 TiPY 3 X S is 3,43 f 2,(0��(3-�3,43)..5 So, = 4416, K/c-/e-= <S� /�S +6 t3,4-3)•5,33��'+S� E � x 8 � x 2 . E� ATG , GcJ - OTTOy! , v5 611d6/�7' L's ,c2w,-"!5 c / Jo r3 Flo. ?tel James Joseph January ARCHITECT ENGINEER BOX 97 COHASSET STAGE CHICO,CAUFORNIA 95926 19161342-1386 T'I M B E R B E A M D E S I G N ---------------------------------------- Beam Mark >>> MEZ.JSTS. CENTER SPAN ft 13.50 W -DL #/ft 20 W -LL #/ft ; 16.16 WP -DL #/ft; 0 ^ WP -LL #/fit; 0 X -Left ft 0.00 X -Right ft 0.00 P-1 DL lbs 0 P-1 LL lbs 0 X-1 ft 0.0 F-2 DL lbs - 0 P-2 LL lbs 0'' X-2 ft 0.0'' P-3 DL lbs 0 P-3 LL lbs 0 X-3 ft 0.0 CANT. SPAN( ft 0..00 WP -DL #/-ft; 0 Wp-•-LL #/ft.; 0 X -Left ft -0.00 X-•-Riuht ft 0.00 j P--1 DL lbs 0 P-1 LL_ lbs 0 X--1. ft 0.0 F-2 DL lbs 0 P-2 LL lbs CI X ft 0.0 > Fb psi, 75Cl > Fv psi 95 pF4� > E psi 1.8E+Oce > L.D.F. ` 1.0C] > BEAM WIDTH in 1.5 > BEAM DEPTH in POS. MOM. in -k; 50„9 NEG. MOM. in -k: 0.0 16 James r c2 Joseph ./na IV,2 January ARCHITECT . ENGINEER BOX 97 COHASSET STAGE CHICO, CALIFORNIA 95926 19161342-1386 REACTIONS Left : DL lbs 135 LL lbs 1,122 Right : DL lbs 135 LL lbs 1,122 'STRESSES Cf- Death 1.000 Fb: Allow psi 1,750 Fb: Actual psi 1,609 Fv: Allow psi 9-5.0 fesS�Gto� S�o01�� •'• F•v: Actual psi X36-.20 � :"No Good DEFLECTIONS CENTER SPAN > X -Dist. ft 6.3 DL. Defl in 0.047 L / Defl. 3,481 LL Defl in 0.388 L / Defl. 418 L/Tot Defl. 373 CANT. SPAN X -Dist. ft 0.00 DL Defl. in 0.000 LL Defl. in. 0.000 e luerTITIcaie OT l;ompllance (Part 1 of 2) OFFICE JAMES J. JA N�l�FZY LO W - RISE Project ArchitecUEngineer Building Permit Numbe C 500T E LAME 1 Project location Plan Checked By CHICO H City/rows Inmate Zone /ii /SS PQNNP. "/6\LLLCE- II Documentation Author Date Prescriptive Approach/Performance Approach Strategy Form Revised September 1986 � ESSlpyq � r e I I. 1ANG F For Enforcement Agency Use Only -3f � " O 23379 ga Al CIVIL Date 0 Field Checked By Date Signature and Ale Registration Stamp Approved By Date Performance Approach Energy Budget L-0" - RISE. LO W - RISE CEC Occupancy Type . . . . . . . . . 0 F F I G E. 2 : 1 CEC Occupancy Type . . , , , , , O FF I C E , 4 2 UBC Occupancy Group/Division . . .E5- 2- 4 3 Package Selected . . . , , , P E fR F O R MAr4 C 5- 4 Gross Conditioned Floor Area . . . . . . 2 +10 ft2 Roof and Floors 6 Approved Calculation Method . . . . . . 5 Proposed Roof/Ceiling Rt (CF -2, CF -3) . . 7-+ Q (0 hr-F-ft2/Btu 6 Required RooUCeiling Rt (CF -2) . . . . . Multiplier . . . . . . . . . . . . . . hr-F-ft2/Btu 7 Proposed Exterior Floor Rt (CF -2, CF -3) . hr-F-ft2/Btu 8 Required Exterior Floor Rt (CF -2) . . 0 hr-F-ft2/Btu Walls f, 1700 fZ5 Cooling . . . . . . . . . . . . . . Z9. ¢ 9 Proposed Opaque Walt Rt (CF -2, CF -3) . . 9.1 hr-F-ft2/Btu 10 Wall Heat Capacity (CF -a) . . . . . . . . Z- + Btu/F-ft2 11 Required Opaque Wall Rt (CF -2) . . . . . N /P�, hr-F-112/8tu Glazing In Walls 14 Total . . . . . . . . . . . . . . . 12 Exterior Wall Area (CF -2) . , . . . . . . 3 ft2 13 Total Glazing Area (CF -2) ... . . . . . . Z 01 ft2 14 Proposed Total Percent (Une 13 / Une 12) .+ % 15 Average Total SC (CF -2) . . . . . . . 1.0 16 Allowed Total Glazing Peroent . . . . . , t\I /A % 17 West Exterior Wall Area (CF -2) . . . . . . +(P5 ft2 18 West Glazing Area (CF -2) . . . . . . ... 5L_ ft2 19 Proposed West Percent (CF -2) . . . . . .I_ % 20 Average West SC (CF -2) . . . . . . . . 1 1 0 21 Allowed West Glazing Percent . . . . . % Glazing In Roof (CF -6) Proposed Allowed 22 Skylight 1 . . . . . . . —0- -0 - ft2 23 Skylight 2 . . . . . . ft2 24 Skylight 3 . . . . . . . ft2 25 Skylight 4 . . . . . ... ft2 26 Skylight 5 . . . . . . . ft2 27 Skylight 6 . . . . . . . . . ft2 28 Skylight 7 . . . . . . . ft2 29 Skylight 8 . . . . . . . ft2 Ughting 30 Proposed Adjusted LPD -(CF -5) . . . . , . Z, O Watts/ft2 31 Allowed LPD (CF -5) . . . . . . . . . . . Z, O WatWft2 HVAC 32 Performance Set Selected . , ,{?E RFQ !Z N C I:- 33 Proposed Fan Wattage Index (CF -4)'. , 0.-++ Watts/ft2 34 Allowed Fan Wattage Index , . . . . . . Watts/ft2 35 Proposed Cooling Power Index (CF -4) . Btuh/ft2 36 Allowed Cooling Power Index , , . . Btuh/ft2 37 Proposed Heating Power Index (CF -4) . Btuh/ft2 38 Allowed Heating Power Index . , , . . . . .Btuh/ft2 Form Revised September 1986 � ESSlpyq � r e I I. 1ANG F For Enforcement Agency Use Only -3f � " O 23379 ga Al CIVIL Date 0 Field Checked By Date Signature and Ale Registration Stamp Approved By Date Performance Approach Energy Budget L-0" - RISE. 1 CEC Occupancy Type . . . . . . . . . 0 F F I G E. 2 UBC Occupancy Group/Division . . . . . B - �- 4 Conditioned Floor Area .. 241 O ft2 4 Budget Table RAT) O, t-,1 Q .,(2,. , , , . Z- 53 F, 5 Allowed Energy Budget (WS -1A) . . . . . Z Z 2- k8tu/yr-ft2 Calculated Annual Energy Consumption 6 Approved Calculation Method . . . . . . 5c 7 CEC Designation . . . . . . . . . . . . V 2-01-1 8 Multiplier . . . . . . . . . . . . . . 1 , O Z Estimated Energy Use 9 Heating . . . . . . . . . . . . . . . 0 kBtutyr--ft2 10 Cooling . . . . . . . . . . . . . . Z9. ¢ ke"r-ft2 11 Fans . . . . . . . . . . . . . . . . .ZO.5- kBtu/yr--ft2 12 Ughts . . . . . . . . . . . . . . . (07,0 kBtutyr-ft2 13 Miscellaneous Equipment . . . . . . . . I , z kBtutyr-ft2 14 Total . . . . . . . . . . . . . . . I'f-2 , kBtutyr-ft2 15 Ac§. Total Energy Use (line 8 x line 14) . 3,-7 k8tu/yr-ft2 Compliance Statement General. The proposed building represented in this set of compliance documentation is consistent with the other compliance forms and worksheets, with the plans and specifications and with any other calculations or computer runs submitted with this permit application. Performance Approach. (when applicable) The energy performance estimate presented on this form was calculated using the approved calculation method indicated above and with the CEC established fixed and restricted engineering inputs for the applicable climate zone and occupancy type. Prescriptive Approach (when applicable) The proposed building has been designed to meet the requirements of the Altemative Component Package indicated above for the appropriate occupancy type and climate zone Sign �4Ar�(E JAN�ARY�ARCNjTECT Name(Titte Company •80X. 97 C0HASSET ST/ -,G 1= Address Cts ICO , GP.L.IFOP,Ni 951:2-(o City/State/Zip ( 110") 342- - 13 � o G'2�3 ` -7 Telephone Calif. Ucense Number General Page I of 1-7 lu2r[ITICaie OT VOmpllanCe (Part 2 of 2) k-/ r- e I O FF I C E For Enforcement Agency Use Only Project Tide 0. JANL)&P`( II/II/aa Documentation Author/Firm Date Checked By Date Both parts one and two of this Certificate of Compliance must be included with each building permit application for the above noted building and appear on the plans submitted for approval. The building features and requirements represented on the Certificate of Compliance are adequate to achieve compliance with the second generation nonresidential energy standards for the building referenced above. The. building features and requirements are also adequate for any subsequent alterations, modifications or additions to the building. Designer One JAMES J. JANUA9:`I Name (Print) ARCH ITE GT Title/Company Name DOC q7 C 0 H ASr5 ET STAGE Gh}IGO C 959 Z& Addr`2. —� are Date Enforcement Agency Signature Date Designer Two Name (Print) Title/Company Name Address Signature Date Enforcement Agency Signature Date Owner Name (Print) Title/Company Name Address Signature Date Designer Three Name (Print) Tide/Company Name Address Signature Date Enforcement Agency Signature Date Designer Four Name (Print) Title/Company Name Address Signature Date Enforcement Agency Signature Date Enforcement Agency Name (Print) Title/Agency Address Form Revised September 1986 Page 2 of L I 10 a6Pd stolad od so/pue Iagen goy OTgsamOp Io;EszageaH f 1 m S -Z PUP 9TES-Z lad paptnozd UOTgelrguaA [ J S bsgs (q)SIES-Z lad auoZ goea Io; slozguo0 ge;somzagy [ ) 0 V/N " " (q)9T£S-Z lad szadmpp up; gsnegxa OTgemognv ( J V/N -Z lad 6UTT003 pue 6UTgeaq ;o Tolguo4)ieijuanbaS ( ] (P)stEs-Z lad sguamaITnbal guTod gas gegsomzagy [ J t(P)stEs-Z lad sznoq-;;o Io; slOIgUO0 OTgemognV ( ) lad saoupTTdde se6 ;o uoTgTu6T ss@TIOTTd [ ] ' (qMS-Z lad h0UaT0T;;a guamdTnba 6UTIOOD pue UTgeaH ( ] '(P)6IES-Z lad guamdTnba buTgmnld paT;TgzaO [ ] " .......(P)�I[sq lad guamdTnba OVAH POTITgzaO ( 1 SbIgs " *" ,*ziEs-Z Aq pazinbal se pagelnsuT butdTd f 1 S-2NnSV9W WS1SIS 9NI9Wfigd 4 0 V A H (06T£S-Z 04 Suoigdm a Iad SUOTSSTma UO SIIMTq [ ] lad SMlP P UOT Duniiem aiqT np Io6algTSTn adjZaTs6UTT0b0 algelTsapua gaanazd olseapmA [ 1 ( ) V/H .........................Z(a)6H4-Z lad azdTTP; dmPT azngemazd ou pue UOTgezado aal; za�OTTd f ) (algP3Tldde uagn) SSOIA9G 9NISN9S b0NVdn000 lad smze a uoT Dun em a T ne,Io6@jgjSTZ I ,g 3t tQ,P iq, n [ ) .•........................ " 8(a)6iEs-Z lad pale ITldep UTggTA ATUO sazteuTHI 10 Tolguo0 pue UoTgpzgTTPJ IeTgTuT ;o UOTgeOT;Tgzaa IUOTJPOoT Iosu6S bUTpnIOUT'STolgu00 ;o uoigeIjpgsn iadozd ( ] ... 9(a)6TES-Z Iad UOTgeIgTIPO pup UOTIPIT24SUT Io; papinozd SuOTgonzgSUT S,zaing0e;nUPW ( J " " " " " " 's(a)6IES-Z lad IaAOO anbpdo ou PUP 19AOO 6uisn;;Tp e ggTM SIOSUas 1190010gd f 1 sguamnoo0 gsuoO.UT aouaza;aN .H 0 6TES-Z lad S6UT1199 ;;0/uo uaamgaq U0Tgpzedas ggTA SaoTnap 6uigoogTms dais [ ) 6uTTod3 algPITSapun guanazd ogasdejapZamTs ( ) .......................•.Z(a)61Ea-Z lad azniTe; dmPj azngemazd ou pup UOTgeza 0 aal; IagoTTd ( l g/N........ •........................ t(a)61ES-Z lad ;leg-aaO og UOTgonpal uoTgPutmniiT mzo;Tun [ ] (algP3TTddeuagA) S108ZNOJ SONVNSZNIVW NSWA7 ONg 9NIZH9I`II�O '(T)61ES-Z lad saITPUTmnT dmel-aazgg pup -auo ;o 6UTgg6Tl mapues [ J (q 61 TZ lad sazogs alesaTogn pup ITegaI UT bUTgq TI etdSTp ;o JOIJU03 aTgemogny ( ] V/H ' '(gg)61ES-Z lad Sazoms aTPSIO" pue ITegal UT 6UTgg6TI aOUPIpn I ART sip ;O UTgOgTxs agpzedaS [ 1 lad seaze gg6TTdep ;O 6UTgOgTMs(ageiodas ( ] ••agngTmsgns dem PTIagTIO OSO 6UTgaam SIMI algemmp16ol 10 szosuas A0uedn00pp '(5)6TES-Z Ia ;Tey auo gseaT le 01 PROT 6UTggbTT ;o UOTgOnpaN [ ) (q)61ES-Z lad algeTTene AITpeaz 6UTg34TAs TenuRN [ ) 9 bmaS Seale aS0 OUa M OI UooelUa£U I UI P t/ i g g P PI f 1 s•,Igs ....(q)6TES-Z lad sgseiiPq/SaITPUTmnT P9T3Tgza3bma [ 1 SSNnsvaW WSZSIS 9NIIH9I7 S'gqS................. .................... ....di S - 6M0 1 a se 6UTddTlgszaggPRA pue BUTTe. 1@ 01 pup sAopuTA' pup sloop pazng0e;nuem pagsag ;o UOTIP3T;T3ads dq paZTMTUTm ST UOTIPI1TTIUT ITV [ .] v/N ­,,ETES-Z lad se pat;Toads uoigelnsuT gT;ozgaH [ ) g/N............... .... ...... ....•....(0)tiEs-Z lad pattegsUT ST UoTgeTnsUT meo; apdgapTemzo; Pain [ ] 1 (q�IIES-Z ;o sguamazinbal ,Igisuap atoms eat PUP ps ameT; gaam og pallegsUT UOTgelnsUI [ ] s bias •••(e)tTEs-Z lad SIPTlagem UoTgelnsuT paT;TgzaO [ ] sguamn0o0 S 9 S n S V 3 W 9d073AN2 gsuoO UT' a0uaza;a� 9==a=�a===UE -------------- ___________________=_____________=====a=== P K qO id dlenuep gp/samep ;miT� aOPiiPM eauo0 :Ioggny UOTgegUamn0o0 4TUO asn 60u06V guama0zo;uS log aOT;;O . :aDTI 400101d I-dW IsI'ISOSHO SSNnSBSW I N 0 1 v a x v N ENVELOPE SUMMARY FORM AND WORKSHEET (Part Iof2) CF -2a Project Title: Office For Enforcement Agency Use Only Documentation Author: Donna Wallace Firm: James J. January Date: 11/1:1/88 Plan Checked By: Date: ROOF E'%POSED FLOOR AREA/SOFFITS A B C D --------------------------------------------- Roof Proposed Area/ Type Area w R -Value R -Value --------------------- 1600 21,210 58,613 ROOM 810 21.390 31,868 ROOM --------------------------------------------- Total 2410 Total, 96.54 Average R -Value 24,96 Col B/D GLAZING IN ROOF A B C D ----------------------------- 7--------------- Flr/Soffit' Proposed Area/ Type Area R -Value R -Value ----------------------------------- 7 FLOOR -1 FLOOR -2 FLOOR -3 --------------------------------------------- Total Total 0.00 Average R -Value Col B/D A B C D E F G H I --------------------------------------------------------------------------------------------------------- Surface Area ----------------------------------------------------------------------- Proposed Proposed Type North East South West Horizontal Total (At) U -Value 5 --------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------- Total EXTERIOR WALL AREA A B, C D E F ------------------------------------------------------------------------ Surface Area ------------------------------------------------------ North East South West Total ------------------------------------------------------------------------ 520 468 480 468 1936 -------------------------------------------------=------=--------------- Page 4— of 17 0 ENVELOPE SUMMARY C D FORM AND WORKSHEET G H (Part 2of2) --------------------------------------------------------------------------------------------------------------------- CF -2b Project Title: Office I Weighted Averages - For Enforcement Agency Use Only TotalI Documentation Author: Donna Wallace (Ae) (As) (Aw) (At) U -Value SC IxU -Value x SC x SC G-1 125 Firm: 91 James J. January 303.970 91,000 269.000 G-2 Date: --------------------------------------------------------------------------------------------------------------------------------- 11/11/88 Plan Checked By: Date: OPAQUE EXTERIOR WALLS AND DOORS A --------------------------------------------------------------------------------------------------------------------------------- B C D E F G H I J K ------------------------------------------------ Surface Area Proposed Wall Requirement -Wall North East South West -------------------------------------------------------------------- Total Heat R -Value R -Value Type. ----------------------------7---------------------------------------------------------------------------------------------------- (An) (Ae) (As) (Aw) (At) I Capacity (Rt) At/Rt I (Rr) At/Rr WALL-1 255 360 0 290 905 2,510 15.980 56.633 WALL -2 0 0 347 0 347 1.150 9.560 36.297 WALL -3 140 108 0 87 335 1.440 9.140 36.652 DOOR -1 0 0 80 0 80 1.500 1.500 53.333 DOOR -2 ---------------------------------------------------------------------------------------------------------------7----------------- Totals 395 468 421 317 1667 Total 182.92 Total N/A Proposed Reqquired Weighted Average R -Value 9.11 N/A Col F/I Col F/K GLAZING IN WALLS A ------------------------------------=-------------------------------------------------------------------------------------------- B C D B F G H I J R --------------------------------------------------------------------------------------------------------------------- Surface Area I Glazing Characteristics I Weighted Averages Glazing North East South West TotalI Total Area West Area Total Area Type --------------------------------------------------------------------------------------------------------------------------------- .(An) (Ae) (As) (Aw) (At) U -Value SC IxU -Value x SC x SC G-1 125 0 53 91 269 1.130 1.000 303.970 91,000 269.000 G-2 G-3 --------------------------------------------------------------------------------------------------------------------------------- Totals 125 0 53 91 269 Totals 303.97 91.00 269.00 U -Value West SC Total SC Averages 1.13 1.00 1.00 Col I/F Col J/E Col K/F Page 5 of 7 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3. Project Title: Office -For Enforcement Agency Use Only Documentation Author: Donna Wallace BC Firm: James J. January (lb�sf) (Btu/Ftlb) C(Btu/f-sf) D Date: 11/11/88 Plan Checked By: Date: GENERAL INFORMATION VIN YL FACED INSULATION 1 2 Assembly Type and Number,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Framing Type ............................. RO0F-1 3 3. . . . . ............... . .... . •••.•••.•....,• Framing Size PURLIN 4 .......................................... „ Framin Spacinq .......,... ���� „;;;,;;;; &v,it 8,5 Z 60 inches 5 Insula ion in ,,,,,,,,,,,,,,,,, .. 25 F-sf- r/Btu 6 Effective R -Value o Cavity/Framing............................................. 25 F-sf-hr/Btu 1 1 2 3 4 5 SKETCH OF CONSTRUCTION ASSEMBLY LIST OF CONSTRUCTION COMPONENTS Page (p of 1-7 A B C D' E Wall Specific BC Description R -Value (lb�sf) (Btu/Ftlb) C(Btu/f-sf) D 1 METAL ROOFING 0.21 VIN YL FACED INSULATION 6.00 3 AIR SPACE 0,80 4 R-19 FIBERGLASS BATTS 19.00 55 SUSPENDED TILE 1.26 1 8 Total R -Value w/o films,,,,,,,,,,,,,,,,,,, 21,21 Total N/A 9 Inside surface air film ................... 0,61 10 Outside surface air film. ....... 0.11 11 Total thermal resistance (Rt) ............. 28,05 12 U -Value (1 / Line 11),,,,,,,,,,,,,,,,,,,,, 0.04 Page (p of 1-7 CONSTRUCTION ASSEMBLY COMPLIANCE FORM Project Title: Office For Enforcement Agency Use Only Documentation Author: Donna Wallace Firm: James J. January Date: 11/11/88 Plan Checked By: GENERAL INFORMATION 1 Assembly Type and Number........................................................ 2 Framing Type ...................... ................ 3 Framing Size ...................................... 4 Framing Spacingq................................. 5 Insulation in Cavit................................. . 6 Effective R -Value of avity%Framing.............. 1 2 3 4 SKETCH OF CONSTRUCTION ASSEMBLY LIST OF CONSTRUCTION COMPONENTS A Description 1 1 1/8 IN. PLYWOOD 2 AIR SPACE 3 R-19 FIBERGLASS BATTS 4 5/8 IN, GYPSUM BOARD -5 6 7 8, Total R -Value w/o films— ................. 9 Inside surface air film ................... 10 Outside surface air film,,,,,,,,,,,,,,,,,, 11 Total thermal resistance (Rt),,,,,,,,,,,,, 12 U -Value (1 / Line 11) ................... CF -3 Date: -------------- ROOF-2 WOOD 2%12 16 inches 19 F-sf-hr/Btu 18.62 ' F-sf-hr/Btu B C D E Wall Specific BC Wei ht Neat Col C x Col D R -Value (lb (Btu/F-lb) (Btu/f-sf) 1.41 0:80 18.62 0.56 21.39 Total N/A 0.61 0.17 22.17 0.05 Page 7 � of 17 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 Project Title: Office For Enforcement Agency Use Only Documentation Author: Donna Wallace Firm: James J. January Date: 11/11/88 Plan Checked By: Date: ------------------------------------------------------------------------------- GENERAL INFORMATION 1 Assembly Type and Number ......................... 2 Framing Type ....................... : ........... . 3 Framing Size ..................................... 4 Framingq Spacingq... ................. 5 Insulation in Cavit ... .., , 6 Effective R -Value 1 2 3 5 B 7 SKETCH OF CONSTRUCTION ASSEMBLY LIST OF CONSTRUCTION COMPONENTS WALL -1 WOOD 2 X 6 19 inches 15.24 F-sf-hr/Btu Page 8 of 1-7 A B C D E Wall Specific HC Description R -Value Weiht (lbM) Heat (Btu/F-lb) Col C x Col D (Btu/f-sf) 1 7/8 IN. CE14ENT PLASTER 0.18 8.50 0.20 1.70 2 R-19 FIBERGLASS BATTS 15.24 0.70 0.18 0.13 3 5/8 IN. GYPSUM BOARD 0.56 2.60 0.26 0.68 4 5 6 7 8 Total R -Value w/o films ................... 15.98 Total 2.51 9 Inside surface air film ................... 0.68 10 Outside surface air film .................. 0.11 11 Total thermal resistance (Rt) ............. 16.83 12 U -Value (1 / Line 11) ..................... 0.06 Page 8 of 1-7 C0HSTRUCTI0X ASSEMBLY C0MPLIANCE.F0RM CF -3 Project Title: Office For Enforcement Agency Use Only Documentation Author: Donna Wallace Firm: James J. January Date: 11/11/88 Plan Checked By: Date: GENERAL INFORMATION 1 Assembly Type and Number . ................ ...... , ............ I ....... I ........ WALL -2 C 2 3 Framing Type ..............................:........ ....,.......,.. ........ Framing Size......:... WOOD 4 Framingq Spacinqq.......................................................... &v.it 2x4 16 inches 5 Insulation in . ... .......,......................................... 11 F-sf-hr/Btu 6 Effective R -Value o Cavity/Framing...... , .. , ; . . . ............................... 8.38 F-sf-hr/Btu SKETCH OF CONSTRUCTION ASSEMBLY LIST OF CONSTRUCTION COMPONENTS 1 2 3 4 5 6 7 A Page 9 of 1-7 A B C D E Wall Specific HC Wei ht Heat Col C x Col D Description R -Value (Tsf) (Btu/F-lb) (Btu/f-sf) 1 1/2 IN. PLYWOOD 0.62 1.40 0.29 .0.41 2 R-11 FIBERGLASS BATTS 8.38 0.40 0.16 0.06 5/8 IN. GYPSUM BOARD 0.56 2.60 0.26 0.68 4 5 6 1 8 Total R -Value w/o films ................... 9.56 Total 1.15 9 Inside surface air film ................... 0.68 10 Outside surface air film, ............. .0.17 11 Total thermal resistance (Rt) ............. 10.41 12 U -Value (1 / Line 11) ..................... 0.10 A Page 9 of 1-7 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 Project Title: Office For Enforcement Agency Use Only Documentation Author: Donna Wallace Firm: James J. January Date: 11/11/88 Plan Checked;By: Date: GENERAL INFORMATION 1 Assembly Type and Number........................................................ WALL -3 2 3 Framing Type.....................................:.............................. Framing Size WOOD 2 %:4 4 .................................................................... Framingq Spacingq,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, -it- 16 inches 5 Insulation &v . ,.. . ......I .............................. 11 F-sf-hr/Btu 6 -V Effective R -Value o CavityJFraming,, , ,,,,, , ,,,, , ,, , ,, , , , , , , , , , , , , , , , , , , , , , , , , , , 8.38 F-sf-hr/Btu SKETCH OF CONSTRUCTION ASSEMBLY LIST OF CONSTRUCTION COMPONENTS A Description 1 METAL SIDING 2 R-11 FIBERGLASS BATTS 43 5/8 IN. GYPSUM BOARD 5 6 7 8 Total R -Value w/o films., ............. 9 Inside surface air film ................... 10 Outside surface air film. ........... . . 11 Total thermal resistance (Rt) ............. 12 U -Value (1 / Line 11) ..................... 1 2 3 4 5 6 7 B R -Value 0.20 8.38 0.56 9.14 0.68 0.17 9.99 0.10 C Wall (I'b ht 4.10 0.40 2.60 D Specific Heat (Btu/F-lb) 0.17 0.16 0.26 Total E Col CHx Col D (Btu/f-sf) 0.70 0.06 0.68 1.44 Page 10 of 1 % L I to I ( abed. V/H TP101 V/H segos --------------------------------------------------------------------------------------------------------------------------------- 61VOI Pu 61VOT Pu anogV-moig sued IiV eu -------------- -------------------------------------------------------------------------------------------------------------- iq/njgj 1043ea 'oTIJS . gndgn0 iq/ngej IOgoPa '3TI13 gndgn0 uoTgdTJ3s90 $IP aolnoS •Au03 u6Tsa0 aolnoS •Auo3 u6Tsa0 dTng ----------------------------------------------------------------=---------------------------- 6uTgeaH 6UT 003 ----------------------------------------------------=----------------- ----------------------------------------------------------- P I H 9 a a 0 . 3 a V IX3NdIn09 9HIg000 0 H V 9HIIVS.H V/H LO'I sggPAOTTy iegoy --------------------------------------------------------------------------------------------------------------------------------- T W O I 94L'0 06910 OSZ'O uea Ioopgn0 03 LLL'0 I 9410 OZL'O OSL'0 IaAoig I00puI Ila --------------- -------------- ---------- ------------------------ ------------------------------------------------------------------ buTgeag 6uT1003 suea IogOea 6uTgeaH buTioo3 6uTgeay buTToo3 uoTgdilosag gI2 sggeMOTTy dead Iagmng •Auo3 13TjJS OATIG x iogOW IaAodasioH a$vig •dTn a -------------------------------------- --------------------------------------------------------------------------------------------- P b989HH HVa .............. .. .. .. .. .... ..... �i auT'I / OOOJ X 9 auTq) xapul IaAOd HuTIPaH L Iq�ngg� I •(eoiaq spapp og moil) suoTjTpuo3 uTjeag gad uTIna d619ua m91SAS 3VAb ielos 9 ls-Iq/ngg •• •li auTq 0001 x t auTq) xapul JOROd uT1003 S iq/njgl v/H .............. (MoTaq sgaagslIoM moll) suoTITpuo3 6uTioo3 dead buT m0 Mau? mags6S �vAg jeIoy Ts/sggPM 46.0 ................. ............................ (I auTq I OOO.i x Z auTq gapul a P44PM UPJ E sggexoit� LO•I ..•.....•....•.........(AoTaq sgaagsjioM moil) suoTgTpuoj buTioo3 1Pad Hung sggPM uea TPgos Z 3s Oi4Z ............... ........................................................ eaiV IooTa paooTgTPuo3 T VSVO bBVWWnS --------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------- :age0 :Ag papag3 ueld 88/ii/ii :alga dlenuep p samep :MITA aoPTIVA euuo0 :Ioggnq uoTgeguamnoo0 Aluo asn hua6V guamaololua Ioa aolljo :aOTI 10a[oid 4-a3 S12a:HSH80M QHV WHOA 1HVNN0S S33I0HI HBMOd 3VAH, HOURLY HEATING AND COOLING LOAD CALCULATIONS Project Title: Office w Location: Chico, California Project Designer: -----------------------------------------------------------------------------------=------------------------------------ James J. January DESIGN CONDITIONS Building Occupancy Type 54 Project Latitude 39.8 Heating Degree Days 2795 Winter Outdoor Design Temperature, degrees F 29 Winter Indoor Design Temperature, degrees F 70 Summer Outdoor Design Temperature, degrees F 100 Summer Indoor Design Temperature, degrees F 78 HEATING LOAD DOCUMENTATION Transmission Heat Losses: Temperature Description Area SF x U -Value MCF Difference Btu/Hr WallType #1 90� 0.06 x 1 x 41 = 2226 Wall Type ¢2 347 x 0.10 x 1 x 41 = 1423 Wall Type 3 335 x 0.10 x 1 x 41 = 1374 Door 1 80 x 0.53 x 1 x 41 = 1738 ,Type Glazing 269 x 1.13 x 41 = 12463 Roof Type 11 1600 x 0.04 x 1 x 41 = 2624 Roof Type 2 810 x 0.05 x 1 x 41 = 1661 Slab Type 1 127 x 1.11 x 41 = 5780 Total Transmission ----------- 29288 Btu/Hr Heat Loss from Outdoor Air: Ventilation No. of Tem erature Factor CFM Occu ants Factor 60 Min. Difference 0.3333 x 20 x x 0.018 x 60 x 41 =. 7084 Btu/Hr Heat Loss from Ventilation: Ventilation No. of Tem erature Factor CFM Occu ants Factor 60 Min. Difference 0.6667 x 20 x x 0.018 x 60 x 41 = 14170 Btu/Hr Total Heat Heat Losses 50542 Btu/Hr COOLING LOAD DOCUMENTATION Transmission Heat Gains: Description Area SF U -Value TDeq Btu/Hr Wall Typeq1 90� x 0,06 x 44 = .2389 Wall Type 62 347 x 0.10 x 44 = 1527 Wall Type 3 335 x 0.10 x 44 = 1474 Door Type 1 80 x 0.51 x 44 = 1795 Temerature SF SC U -Value Dif?erence Glazing North) 125 x 30 x 1 + . 1,13 x 22 = 6858 Glazing West )) 91 x 126.8 x 1 + 1.13 x 22 ( = 13801 Glazin Southh 53 x 126.8 x 0.3 + 1.13 x 22 ) 3334 T41q Roof Type 11 1600 x 0.04 x x OA79 x lc = 2073 Roof Type 12 810 x 0.05 x 41 x . 0.79 x 1 = 1312 ----------- Total Transmission 34562 Btu/Hr Heat Gain from Outdoor Air: Ventilation No. of Temerature CFM Occu ants Factor 60 Mina Dif?erence 15 x 23 x 0,018 x 60 x 22 = 8554 Btu/Hr Heat Gain from Lights: Area SF 2410 Watts/SF BTU/W*Hr, Factor Factor x 2 x 3,41 x 0,6667 x 1 = 10958 Btu/Hr Heat Gain from People: No. of ants Occ33 Bt350Occ. x - 8400 Btu/Hr Total Cooling Gains ----------------- ----------------- 62474 Btu/Hr Page 1.2- of 1-7 LIGHTING SUMMARY AND WORKSHEET (Part 1of2) CF -5a Project Title: Office For Enforcement Agency Use Only - Documentation Author: Donna Wallace Firm: James J. January Date: 11/11/88 PROPOSED ADJUSTED LPD 1 Total Buildingq Watts (CF -51...... 4816 Watts 2 Control Credii Watts WS -5A)..... 0 Watts 3 Adjusted Watts (Line - Line 2). 4816 Watts 4 Conditioned Floor Area........... 2410 sf 5 Adjusted LPD (Line 3 / Line 4)... 2.00 Watts/sf Plan Checked By: Date: TAILORED LPD A P P R 0 A C H (when applicable) 1 Watts for IC: A-D/E (WS -5C) ............. N/A Watts 2 Task Watts for IC: E & F (WS -5D)........ Watts 3 4 Non -Task Watts for IC: E 6 F (WS -5D).... Watts Task Watts for IC: G H & I (WHE1..... Watts 5 Non -Task Watts for IC: G, H & I . Watts 6 1 Retail\Wholesale Store Lightin Total Allowed Watts 1-6�......... CWS-SFI. Watts Watts (Lines 8 Conditioned Floor Area .................. sf 9 Maximum LPD (Line 1/ Line 8)............ Watts/sf ILLUMINANCE CATEGORIES G, H, AND I A B C D E F ------------------------------------------------------7-------------------------------------------------------7--------- Luminaire Reference in Watts per .Reference Construction Number of Luminaire Total Code Documents Luminaire Description Luminaires (incl. ballast) Watts ------------------------------------------------------------------------------------------------------------------------ -------------------------------------------------------------------------------------------------------------- Page Total Building Total 0 4816 Page 13 of 17 ' LIGHTING SUMMARY AHD WORKSHEET (Part 2of2) CF -5b Project Title: Office For Enforcement Agency Use Only Documentation Author:. Donna Wallace Firm: James J. January Date: ----------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------ 11/11/88 Plan Checked By: Date: ILLUMINANCE CATEGORIES A THROUGH F. A B C D E F ------------------------------------------------------------------------------------------------------------------------ Luminaire Reference in Watts per Reference Construction Number of Luminaire Total Code Documents Luminaire Description Luminaires (incl. ballast) Watts ------------------------------------------------------------------------------------------------------------------------ A Sht. 6 Elec. Plan 4' Fluorescent w/4 tubes' 12 '112 2064 B Sht. 6 Elec. Plan 4' Fluorescent w/2 tubes 14 86 1204 C Sht. 6 Elec. Plan 4' Fluorescent w/4 tubes 5 112 860 D Sht. 6 Elec. Plan 4' Fluorescent w/2 tubes 4 86 344 E Sht, 6 Elec. Plan 4' Fluorescent w/4 tubes 2 112 344 ------------------------------------------------------------------------------------------------------------------ Page Total 4816 Page 14— of 17 ****** SCM ENERGY ANALYSIS MODEL VERSION 2.OH ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD *** ***************************************************** FILE NAME BUILDING TYPE BUILDING TITLE AREA (SQ.FT.) ************* PRIMARY DATA ************ : JOFFICE\JESSEE : OFFICE : OFFICE EXTERIOR WALL ................... WINDOW . NORTH/NORTHEAST ............................. : EAST /SOUTHEAST ............................. SOUTH/SOUTHWEST ............................. WEST /NORTHWEST ............................. ROOF................................................. GROUND FLOOR .............. CONDITIONED PERIMETER (LENGTH)... ...................... ZONE CONDITIONED FLOOR ................................ 'R' -VALUE (EXCLUDING FILM RESISTANCES) ************************************** DATE: 11-11-1988 TIME: 17:24:39 PAGE: 1 1667 125 0 53 91 2410 2410 227 2410 WALLS................................................. 12.25 WINDOW (INCLUDING INSIDE FILM RESISTANCE) ............ .74 ROOF................................................... 24.96 FLOOR................................................ 0 HVAC SYSTEM *********** HEATING EQUIPMENT TYPE ............................... COOLING EQUIPMENT TYPE ............................... HVAC COOLING CAPACITY (IN BTUS/HOUR) ................. ECONOMIZER ........................................... FAN POWER (WATTS/SQ.FT.) .......................... AIR CIRCULATION RATE (CFM/SQ.FT.) ..................... OTHER ***** AZIMUTH OF NORTHERN BUILDING ORIENTATION .............. SHADING COEFFICIENT .................................. HEAT CAPACITY OF EXT. WALL (BTU/F-SQ.FT.) ............ LIGHTING LEVEL (WATTS/SQ.FT.) ........................ FLOOR TYPE ........................................... CLIMATE ZONE ........................ ASHRAE 0.5% OUTDOOR SUMMER DESIGN TEMPERATURE ........ GAS FURNACE AIR CONDITIONER 59000 NO .44 .91 0 1 1.96 2 SLAB 11 101 Pao e- 15 of 17 SCM ENERGY ANALYSIS MODEL VERSION 2.OH ****** DATE: 11-11-1988 *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD *** TIME: 17:24:41 ***************************************************** PAGE: 2 SECONDARY DATA ************** PHYSICAL PARAMETERS ******************* DOOR AREA (SQ.FT.) ............................. 80 DOOR 'R'—VALUE (EXCLUDING FILM RESISTANCES) ................. 1.5 WALL ABSORPTIVITY .... ........................................ .7 ROOF ABSORPTIVITY ........................................... .7 CEILING HEIGHT (FT.) ........................................ 8.600001 SHADING ******* SHADING COEFFICIENT,: NORTH/NORTHEAST ....................... 1 . EAST /SOUTHEAST .. 1 . SOUTH/SOUTHWEST ....................... .3 . WEST /NORTHWEST ....................... 1 DOES THIS BUILDING HAVE WINDOW OVERHANGS o.NO DOES THIS BUILDING HAVE WINDOW SIDE—FINS ..................... NO MECHANICAL AND ELECTRICAL ************************* RATED HEATING EFFICIENCY ........... .876 RATED COOLING EER ............................................ 11.35 WATER HEATER TYPE ........................................... ELECTRIC SPECIAL FEATURES **************** DAYLIGHTING STRATEGIES ...................................... NO SOLAR WATER HEATING SYSTEM ..... NO Pag e- I (o 0 17 ******* SCM ENERGY ANALYSIS MODEL VERSION 2.OH******* *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS *** CLIMATE ZONE 11 BUILDING FILE JOFFICE\JESSEE BUILDING TYPE OFFICE BUILDING TITLE OFFICE DATE: 11-11-1988 TIME: 17:24:49 PAGE: 3 BALANCE -POINT TEMPERATURES AND DEGREE-DAYS INPUT ANNUAL LOADS (MBTU'S) HEATING 13.5 COOLING 50.7 ANNUAL SITE ENERGY REQUIREMENTS (MBTU'S) SITE HEATING 17.0 SITE COOLING 23.6 SITE DAY --------------- NIGHT SITE RECEPTACLE - BPT1 = 49.09 --------------- BPT1 = 66.50 FAN 16.5 BPT2 = 49.87 BPT2 = 72.91 1.1 SOURCE BPT3 = 49.87 BPT3 = 72.91 SOURCE HOT WATER HDD = 516.83 HDD = 4976.65 CDD = 5307.73 CDD = 105.97 ENVELOPE HEAT TRANSFER FACTORS (BTU/HR-F) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (WINTER) 525.3 OVERALL HEAT TRANSFER FACTOR 'K',(WINTER) 909,9 OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (SUMMER) 519.6 OVERALL HEAT TRANSFER FACTOR 'K' (SUMMER) 873.9 PEAK COOLING EST. = 81005 BTUH - HVAC COOLING CAPACITY = 59000 BTUH ANNUAL LOADS (MBTU'S) HEATING 13.5 COOLING 50.7 ANNUAL SITE ENERGY REQUIREMENTS (MBTU'S) SITE HEATING 17.0 SITE COOLING 23.6 SITE LIGHTING 53.9 SITE RECEPTACLE 13.5 SITE FAN 16.5 SITE HOT-WATER 1.1 ANNUAL SOURCE ENERGY USE -ESTIMATE (KBTU/SQ.FT.) SOURCE HEATING 7.0 SOURCE COOLING 29.4 SOURCE LIGHTING 67.0 SOURCE RECEPTACLE 16.8 SOURCE FAN 20.5 SOURCE HOT WATER 1.4 ANNUAL SOURCE ENERGY USE ESTIMATE IS 143.7KBTU/SQ.FT. ----------------------------------- ( NOTE: 1 KWH = 10.239 KBTUS OF SOURCE ENERGY ) Page 17 0-�C­ 17 Verl flcaie cr k-.,Urnpl)dr )L:� (Nart , or z) Q�04ESS10 ter- 1 5 H 0 P V4,\ R E H 0 25 E. Qc���., I. JAN//, FFor Enforcement Agency Use Only Project Tide J, JP�NU/�4Z'( �+ =' Q. ,� � �, �c�-�►c� 3Say'ss' JAMES Project ArohitecVEngineer Building Permit Numbe 3379 �o 500 TH G1 Ifs -T E LA N E ft2 Roof Project Location Plan Checked By ate C H I CO I I City/Town Climate Zone Proposed Roof/Ceiling Rt (CF -2, CF -3) . . -' OF C�eki Checked y Date VoNNP-, WAL-LACE- IlZl 6 Signature and AO Documentation Author Date hr-F-ft2/Btu Registration Stamp Approved By Date Prescriptive Approach/Performance hr-F-ft2/Stu Performance Approach Approach Strategy hr-F-ft2/Btu Walls General 0T H E F— I 1 CEC Occupancy Type. . , NoN.-.i-E IDENTIf�L- 2 UBC Occupancy Group/Division . . 3-Z3 13-2- 3 Package Selected . . F1 FRS .T . G E. E R.^T I O N 4 Gross Conditioned Floor Area . . . . . . % 500 ft2 Roof and Floors 5 Proposed Roof/Ceiling Rt (CF -2, CF -3) . . 0. hr-F-ft2/Btu 6 Required Roof/Ceiling Rt (CF -2) . . . , . N /A hr-F-ft2/Btu 7 Proposed Exterior Floor Rt (CF -2, CF -3) hr-F-ft2/Stu 8 Required Exterior Floor Rt (CF -2) . . , hr-F-ft2/Btu Walls 9 Proposed Opaque Wall Rt (CF -2, CF -3) . % -2-- hr-F-ft2/Btu 10 Wall Heat Capacity (CF -3) . , . . , , . . L 4 13tWF-ft2 11 Required Opaque Wall Rt (CF -2) . . . . . hr-F-043tu Glazing In Walls 12 Exterior Wall Area (CF -2) . . . . . . . . 5 g (O -)- tt2 13 Total Glazing Area (CF -2) . . . . .. -0- ft2 14 Proposed Total Percent (Une 13 / Une 12). - 0 -" % 15 Average Total SC (CF -2) . . . . . . . . , N /A 16 Allowed Total Glazing Percent . . . . . . N /�'+.. % 17 West Exterior Wall Area (CF -2) . . . . . .. 17_gj ft2 18 West Glazing Area (CF -2) . . . . . . - 0— ft2 19 Proposed West Percent (CF -2) . . . .. - 0 -'% 20 Average West SC (CF -2) . . . . . . . . ITA 21 Allowed West Glazing Percent . . . . . . N %A % Glazing In Roof (CF -6) Proposed Allowed 22 Skylight .�� 300 300 ft2 23 Skylight 2 . . . . . . . h2 24 Skylight 3 . . . . . . . ft2 25 Skylight 4 . . . . . . ft2 26 Skylight 5 . . . . . . . ft2 27 Skylight 6 . . . . . . . tt2 28 Skylight 7 . . . . . . . ft2 29 Skylight 8 . . . . . . . ft2 Ughting 30 Proposed Adusted LPD (CF -5) . . . . 0,63 Watts/ft2 31 Allowed LPD (CF -5) . . . . . . . . . . j I Co Wa=ft2 HVAC 32 Performance Set Selected . I IZST C1 E tl E R /�T 1 O 33 Proposed Fan Wattage Index (CF -4) . . . N Watts/ft2 34 Allowed Fan Wattage Index . . . . . .: Watts/ft2 35 Proposed Cooling Power Index (CF -4) . Btuh/ft2 36 Allowed Cooling Power Index . . .. . . . Btuh/ft2 37 Proposed Heating Power Index (CF -4) . , Btuh/ft2 38 Allowed Heating Power Index . . . . . . ,. 13tuh/ft2 Energy Budget .. N /A 1 CEC Occupancy Type . . . . . . . . 2 UBC Occupancy Group/Division . . . . . 4 Conditioned Floor Area . . . . . . . . . 4 Budget Table . . . . . . . . . . . . . 5 Allowed Energy Budget (WS -11A) . . . . . Calculated Annual Energy Consumption 6 Approved Calculation Method . . . . . . 7 CEC Designation . . . . . . . . . . . 8 Multiplier . . . . . . . . . . . . . . . Estimated Energy Use 9 Heating . . . . . . . . . . . . . . . . 10 Cooling . . . . . . . . . . . . . . . . 11 Fans ................. 12 Ughts . . . . . . . . . . . . . . . . 13 Miscellaneous Equipment . . . . . . . . 14 Total.. ............. 15 Adj. Total Energy Use (line 8 x line 14) . . Compliance Statement ft2 kBtu/yr-ft2 kBtu/yr-ft2 kBtutyr-ft2 kBtu/yr-ft2 kBtu/yr-ft2 kBtu/yr-ft2 kBtu/yr-ft2 k8tu/yr-ft2 General. The proposed building represented in this set of compliance documentation is consistent with the other compliance fors and worksheets, with the plans and specifications and with any other calculations or computer runs submitted with this permit application. Performance Approach. (when applicable) The energy performance estimate presented on this form was calculated using the approved calculation method indicated above and with the CEC established fixed and restricted engineering inputs for the applicable climate zone and occupancy type. Prescriptive Approach. (when applicable) The proposed building has been designed to meet the requirements of the Alternative Component Package indicated above for the appropriate occupancy type and climate zone -tZ 'red JAMES J. JANU/�R`(/ASC N I T�'cT NameRde Company 30y� 13-7 COH/\55EJ 5TAC,E Address N CHICO, C,6\1 -I FO RN IB City/State/Zip (91G� 5421- 2G7 Telephone Calif. Ucense Number For Revised September 1986 Page I of 1 (0 L l.rCl LIIIL:dlC U'l laui i 1picu lt.:a kraft ?- of SHoP/V4ARER0USE- Project Title py1/JAMF-s J, J/ANUAF-Y II/II�Sa Documentation Author/Firm Date For Enforcement Agency Use Only Checked By Date Both parts one and two of this Certificate of Compliance must be included with each building permit application for the above noted building and appear on the plans submitted for approval. The building features and requirements represented on the Certificate of Compliance are adequate to achieve compliance with the second generation nonresidential energy standards for the building referenced above. The building features and requirements are also adequate for any subsequent alterations, modifications or additions to the building. Designer One J A M F_S J, JANUARY Name (Print) fA(RGH I TELT Title/Company Name E30><,97 cok^.S ET 5-r7G E C-HIC01 C, A\ 9519Z150 A re s 04ture - /bate Enforcement Agency Signature Date Designer Two Name (Print) Title/Company Name Address Signature Date Enforcement Agency Signature Data Owner Name (Print) Title/Company Name Address Signature Date Designer Three Name (Print) rtle/ ompany Name Address Signature Date orcement Agency Signature Designer Four Date Name (Print) I e/ ompany Name Address - — Signature Date orcement Agency Signature Enforcement Agency Date Name (Print) 'ride/Agency Address Form Revised September 1986 Page 2 of I & MANDATORY MEASURES CHECKLIST MF -1 Project Title: Shop/Warehouse For Enforcement Agency Use Only Documentation Author: Donna Wallace Firm: James J. January Date: 11/11/88 Plan Checked By: Date: Reference in Const. Documents ENVELOPE MEASURES Dwg. [ ] Certified insulation materials per 2-5311(a)... Sht. 5 ( j Insulation installed to meet flame s read and smoke density requirements of 2-5311 b) [ ) Urea formaldehyde foam insulation is installed per2-5311(c) .................................. N/A ( ] Retrofit insulation specified as per 2-5313.... N/A [ ] Air infiltration is minimized by specification of tested manufactured doors and windows and proper sealing and weatherstripping as per Dwg. 2-5317.......... Sht. 5 LIGHTING SYSTEM MEASURES [ ] Certified luminaires/ballasts per 2-5314(b).... Sht. 5 [ ] Indeppendent control w/enclosed areas Dwg. per 2-5319(a) .................................. Sht. 6 [ ] Manual switching readily available per 2-5319(b) r [ ] Reduction of ligqhting load to at least one half per 2-5319(c). Occupancy sensors or programmable timers meeting CEC criteria may substitute...,. N/A ( ] Sep arate.switching of daylight areas per 2-5319(d) ...................................... [ ] Separate switching of display & valance ligghting in retail and wholesale stores per 2-5319(h)... ( ] Automatic control of display lihting in retail and wholesale stores per 2-5319M ............. [ ] Tandem lighting of one- and three -lamp luminaires per 2-5319(1) ....................... D A Y L I G H T I N G AND LUMEN MAINTENANCE CONTROLS (when applicable) [ ] Uniform illumination reduction to one-half per 2-5319(e)1 ................................. N/A [ ] Flicker free operation and no premature lamp failure per 2-5319(e)2,,,,,,,,,,,,,,,,,,,,,,,,, [ ] Time delays to prevent undesirable cycling per 2-5319(e)3 .................................. [ ] Step switching devices with separation between on/off settings per 2-5319(e)4 ................. Reference in Const. Documents [ ] Photocell sensors with a diffusing cover and no opaque cover per 2-5319('e)5 .......... I...... N/A ( ] Manufacturer's instructions provided for installation and calibration per 2-5319(e)6.... [ ] Proper installation of controls including sensor location, certification of initial calibration and control of luminaires only within daylit area per 2-5319(e)8 ............................ ( ] Visible or audible malfunction alarms per 2-5319(8)....,.. OCCUPANCY SENSING DEVICES (when applicable) [ ] Flicker free operation and no premature lamp failure per 2-5319(e)2 ......................... N/A [ ] Time delags to prevent undesirable cycling per 2-5319(e)3... [ ] Visible or audible malfunction alarms per 2-5319(g) ...................................... [ ] Limits on emissions per exceptions to 2-5319(e) HVAC & PLUMBING SYSTEM MEASURES ( ] Piping insulated as required by 2-5312 .... ,.... N/A [ ] Certified HVAC equipment per 2-5314(a)......:.. W . 5 [ ] Certified plumbing equipment per 2-5314(a)..... N/A ( ] Heatinand cooling equipment efficiency per Dwg, 2-53144) ........................... ...... Sht. 5 [ ] Pilotless ignition of gas appliances per 2-5314(c)....... ( ] Automatic controls for off -hours per 2-5315(a)1 ( ] Thermostat set point requirements per 2-5315(a) [ ] Sequential control of heating and cooling per 2-5315(b)3.. N/A ( ] Automatic exhaust fan dampers per 2-5316(b).... N/A Dwg. ( ] Thermostat controls for each zone per 2-5315(b) Sht. 5 ( ] Ventilation provided per 2-5316 and 2-5343..,,. N/A [ ] Heaters for domestic hot water and/or pools per 2-5318 ..................................... Page 3 of 1 (22 BUILDING ENVELOPE SUMMARY BUILDING ENVELOPE COMPLIANCE roject Designer: JAMES J • JANUAFR`( Project Title:— SH 0 P/ k� ^FREH0 USE Project Address: 50UTH 6/1\TE- Lb\hlE G I. C, 0, G PSL_ I FO Iz N 1,6\ Form 1 (NR -8/81) Documented by: DONNP-, WALLAG' E Date: II II 1bb Checked by: Date: _ Permit Application Number: This form provides space to Insert summary data on the building envelope. Form 1 is used In con/unction with Form 2 and Form 3 worksheets to provide the necessary Information on building heating (U -Value) and cooling (OTTV) design crit,er/a compliance. SITE DESCRIPTION (from plans) (from Building Location Data) Occupancy Type Code Number Location Code Number 1_ 3.9 Latitude 2.3q . S_ Degree Days -heating. 3. Z7q s Solar Factor, S.F. 4. I2G-2) Cooling LT, ASHRAE Average Gross Conditioned Area ( design temp. - 78PF) per Floor, ft2 HEATING DESIGN CRITERION Standard Proposed UoW. . 10. UoW...__ 14, . Z I Uo r -__ - 1 1 1 O Uo r --- .- 1 5. • �}- Uof12 EXEMI'TUof1e. _ Maximum Proposed Allowable 24 Uoverall--13• Uoverall • -• 17. Line 17 . must not exceed Line 13 Note: !Maximum Allowble Uoverall and Proposed Uoverall are calculated on Page. 4 of Form 2. Note: For heated only buildings, Uor is calculated for the proposed building from Form 2 (Heated Only Building) using the value from Line 3e for the area of skylights and the value from Line 37 for the overall roof area. BUILDING DESCRIPTION (from plans) Occupancy Type Code Number e. S (from Occupant Ratings for Buildings and Rooms) Gross Conditioned Floor Area, ft2 7, 7500 Number of Floors 8, -ONE. Average Gross Conditioned Area per Floor, ft2 8a. 500 Average Wall Height per Floor,ft. 9. (facing conditioned space) COOLING DESIGN CRITERION Standard Proposed OTTVw 18. OTTVw,,-„__ 21. OTTV 19, OTTV r, 22. Standard Proposed OTTV...--...... 20. OTTV........_... 23. NO Line 23 must not GOO L I N C-1 exceed Izi= Q U I R E D Line 20 Note: Standard OTTV and Proposed OTTV are calculated on Page 4 of Form 2. PQ Gt e- 4- D -�- I & Note: For heated and coad buildings, OTTVr Is calculated for the proposed building from Form 2 (Heated and Cooled Building) using the value from Line 25 for the area of skylights and the value from Line 27 for the overall roof area. The 5 percent exemption does not apply to .any cooled buildings. MATERIALS DATA FORM Winter MCF Total Type FORM 2 BUILDING ENVELOPE Btu/hr-F. COMPLIANCE 504 x 0.95 x 1.00 = 478.80 Project Title: Shop/Warehouse x 0.53 x 1.00 = 33.39 Type 3 Date: 11/11/88 ----------------------------------------------------------------------------------------------------------------------------------- HEATING DESIGN CRITERION ---------- Btu/ COOLING DESIGN CRITERION Wall Surface Winter MCF Total Wall Surface Summer TDeq Total Type Area, sf U -value Btu/hr-F Type Area, sf U -Value Btu/hr Type 1 4800 x 0.14 x 1.00 = 680.85 Type 1 x x = Type 2 495 x 0.10 x 1.00 = 50.00 Type 2 x x = Type 3 x x = Type 3 x x = Type 4 x x = Type 4 x x = Type 5 x x = Type 5 x x = TotalA wall 1. 5295 Total 2. 730.85 Door Surface Winter MCF Total Type Area, sf U -value Btu/hr-F. Type 1 504 x 0.95 x 1.00 = 478.80 Type 2 63 x 0.53 x 1.00 = 33.39 Type 3 OTTVw = x x = 18. TotalA door 3. 567 Glazing Surface Winter Type Area, sf U -value Type 1 x = Type 2 x = Type 3 x = TotalA window 5. Total 4. 512.19 Total 6. Total Btu/hr-F TotalA wall 10. Total Door Surface Summer TDeq Total Type Area, sf U -Value Btu/hr Type 1 x x = Type 2 x x = Type 3 'x x = TotalA door 12. Total 13. Glazing Surface SF SC Summer dT Total Type Area, sf U -Value Btu/hr Type 1 x x + x = Type 2 x x + x Type 3 x x + x _ TotalA window 14. Total 15. Total Total Total Total A ow 7. 5862 sf Heating 8. 1243.04 A ow 16. sf. Cooling 11. line 1+3+5 line 2+4+6 line 10+12+14 line 11+13+15 U ow = 1243.04 / 5862 = ---------- ------- 0.21 ---------- OTTVw = / = 18. line 8 line 7 ---------- Btu/ ---------- --------- line 11 line 16 _ Btu/hr-sf hr-sf-F F'-- Vo -1 u e. o -� O P a � u e. lel CL l I ---------- C� 730, (9 629S f 507)1.- = `i',72 - ?'a9 e- S o - - I to MATERIALS DATA FORM Page2ofForm2 (Heated and Cooled Building) Project Title: Shop/Warehouse No Cooling Date: 11/11/88 ------------------ --------------------------------------------------------------------------------------------------------=-------- HEATING DESIGN CRITERION COOLING DESIGN CRITERION Roof Surface Winter Total Roof Surface Summer ,1 Ac Mc Total Type Area, sf U -value Btu/hr-F Type Area, sf U -Value Btu/hr Type 1 x = Type 1 x x41x x = Type 2 x = Type 2 x. x4lx x = Type 3 x = Type 3 x x4lx x = Type 4 x = Type 4 x x4lx x = TotalA opaque 19. Total 20. roof ---------- ---------- Skylite . Surface . Winter Total Type. Area, sf U -value Btu/hr-F Type 1 x = Type 2 x = Type 3 x TotalA skylite2l. Total 22. ---------- ---------- Total Total A or 23. sf Heating 24. ---------- ---------- line 19+21 line 20+22 U or = / = 25. ---------- ------- __________ line 24 line 23 Btu/ hr-sf-F --------------------------------------------------------------- TotalA opaque 26. roof ---------- Skylite Surface SF SC Type Area, sf Type 2 x 118 x Type 3 x 118 x TotalA skylite28. Total 27: Summer dT Total . U -Value Btu/hr + �x = + x I° + x Total 29. Total Total A or 30. sf Cooling 31. ---------- ---------- line 26+28 line 27+29 OTTVr = / = 32. ---------- --------- line 31 line 30 Btu/hr-sf --------------------------------------------------------------------- Pad e, & 0 (o MATERIALS DATA FORM Page 3ofForm 2 (Heated only Building) Project Title: Shop/Warehouse Date: 11/11/88 ------------------------ ----------------------------------------------------------------------------------------------------------- HEATING DESIGN CRITERION Note: Skylight areas up to 5 percent of the gross or roof area are exempt from the Uor calculation fo heated only buildings. Roof Surface Winter Total TotalA Total Type Area, sf U -value Btu/hr-F opaque 41. 7200 sf Heating 42. 1030.04 roof---------- ---------- Type 1 7200 x 0.14 = 1030.04 adjusted line 33+39 line 34+40 Type 2 x = Type 3 x = U or = 1030.04 / 7200 = 43. 0.14 TotalA ---------•--------- opaque 33. 7200 Total 34. 1030.04 line 42 line 41 Btu/hr-sf-F roof ---------- ---------- Skylite Surface Winter Type Area, sf U -value Type 1 300 x 1.15 = Type 2 x = Type 3 x = TotalA skylite35. 300 Total A or 37. 7500 sf line 33+35 skylite exempt- ion 38. 375 sf line 37x.05 Total Btu/hr-F 345.00 Total 36, 345.00 A 39. 0 sf 345.00 7500 = . 40. 0.00 Skylite---------------------------------- Adlusted line 35-38 x line 36 / line 37 or aero, whichever is greater --------------------------------------------------------------- Page. -7 o -�- I MATERIALS DATA FORM Page 4ofForm 2 Project Title; Shop/Warehouse Slab on Grade - Exempt Date; 11/11/88 -------------------------------------- -------------------------------------------------------------------------------------------- HEATING DESIGN CRITERION Floor Surface Winter Type Area, sf D -value Type 1 x = Type 2 x = Type 3 x = Type 4 x = TotalA floor 44. Total Btu/hr-F Total 45. Heating ---------- D of = / = ---------- ------- ---------- line 45 line 44 Btu/ hr-sf-F -------------------------------------------------------------- PQ9 e, 6 of I to CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF Project Title: Shop/Warehouse For Enforcement Agency Use Only Documentation Author: Donna Wallace Firm: James J. January Date: 11/11/88 Plan Checked By: Date: GENERAL INFORMATION 1 Assembly Type and Number......................:................................I. WALL -1 6.20 2 Framing Type............................................. PURLINS 0.68 .................. 3 Framing Size 8.5 0.17 .......................*...................I......................... 4 Framin Spacing . .................. ............................I......... Z 60 inches 5 Insula ion in Cavity............................................................ 6 Effective R -Value of Cavity/Framing............................................. 6 6 F-sf-hr/Btu F-sf-hr/Btu SKETCH OF CONSTRUCTION ASSEMBLY LIST OF CONSTRUCTION COMPONENTS 2 A B C Wall ight) .(l Description R -Value Web sf 1 METAL SIDING 0.20 4.10 3 2 IN. VINYL FACED INSULATION 6.00 0.50 4 5 6 7 8 Total R -Value w/o films ................... 6.20 9 Inside surface -air film ................... 0.68 10 Outside surface air film. ............ 0.17 11 Total thermal resistance (Rt) ............. 7.05 12 U -Value (1 / Line 11) ..................... 0.14 13 Total Wall Weight (lb/sf)................. 4.6 14 15 MCF............ I ....................... .. TDeq... 1.00 44 Page '9 of I & CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 Project Title: Shop/Warehouse For Enforcement Agency Use.Only Documentation Author: Donna Wallace Firm: James J. January Date: 11/11/88 Plan Checked By: Date: GENERAL INFORMATION 2 AsseblyTTyppe and Number ........................................: :............ Framing YP WALL -2 3 ... ......,... Framing Size ............................... : WOOD 2 4 4 ............ Framing Spacinq.......... x 16 inches 5 Insulation in Cavity ..... 11 F-sf-hr/Btu 6 Effective R -Value of Cavity/Framing 8.38 .............................................. F-sf-hr/Btu SKETCH OF CONSTRUCTION ASSEMBLY LIST OF CONSTRUCTION COMPONENTS A Description 1 METAL SIDING 2 R-11 FIBERGLASS BATTS 34 3/8 IN. PLYWOOD 5 6 7 8 Total R -Value w/o films ................... 9 Inside surface air film ................... 10 Outside surface air film. ........ . . . . . 11 Total thermal resistance (Rt)............. 12 U -Value (1 / Line 11) ..................... 13 Total Wall Weight (lb/sf)................. 14 MCF ....................................... 15 TDeq...................................:.. 1 2 3 4 5 B 7 B R -Value 0.20 8.38 0.47 9.05 0.68 0.11 9.90 0.10 5.6 1440 C Wall Wei ht (lb�sf). 4.10 0.40 1.06 Page 10 of I . CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF -3 Project Title: Shop/Warehouse For Enforcement Agency Use Only Roof Documentation Author: Donna Wallace Description R -Value Firm: James J. January METAL ROOFING 0.21 Date_ - - -- -11/11/88 -- Plan Checked By: Date: GENERAL INFORMATION 3 1 2 Assembly Type and Number ................................. .......... .... Framing Type ROOF -1 3 ..............................................................:..... Framing Size........ PURLINS 8,5 4 ... ........... ................. a ....................... ...... Framingq Spacingq.............................................................. Z 60 inches 5 Insulation in Cavit................................................,.........., 6 F-sf-hr/Btu 6 Effective R -Value of Cavity/Framing,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 6 F-sf-hr/Btu 1 2 SKETCH OF CONSTRUCTION ASSEMBLY LIST OF CONSTRUCTION COMPONENTS Page I I of I (o A B C Roof Description R -Value Weight (Iblsf) 11 METAL ROOFING 0.21 4.10 2 IN, VINYL FACED INSULATION 6.00 0.50 3 4 5 6 1 8 Total R -Value w/o films,,,,,,,,,,,, 6,21 9 Inside surface air film........,, 0,61 10 Outside surface air film,,,,,,,,,,,,,,,,,, 0.17 11 Total thermal resistance (Rt),,,,,,,,,,,,, 6.99 12 U -Value (1 / Line 11),,,,,,,,,,,,,,,,,,,1, 0.14 13 Total Roof Weight (lb/sf).............. 4.6 14 15 Mc ........................................ Ac 1.00 ........................................ 0.79 Page I I of I (o HOURLY HEATING LOAD CALCULATION Project Title: Shop/Warehouse Location: Chico, California Project.Designer: ----7-------------------------------------------------------------------------------------------------7----------------- James J. January DESIGN CONDITIONS. Building Occupancy Type 68 Pro1ect Latitude 39.8 HeaEiug Degree Days 2795 Winter Outdoor Design Temperature, degrees F 29 Winter Indoor Design Temperature,.degrees F 70 HEATING LOAD DOCUMENTATION Transmission Heat Losses: U -Value Tem erature Description SF or LF or F1 MCF Difference Btu/Hr Wall Type 1 4800 x 0.14 x 1 x 41 = 27552 Wall Type 2 495 x 0.10 x 1 x 41 = 2030 DoorType $1 504 x 0.95 x 1 x 41 = 19631 Door. Type 2 63 x 0.53 x 1 x 41 = 1369 Roof Type 11 7200 x 0.14 x 1 x 41 = 41328 Skylite Type 41 300 x 1.15 x 41 = 14145 Slab Floor 310 x 1.11 x 41 = 14108 Infiltration Air: Total Transmission 120162 Btu/Hr Air Changes Temperature Volume Per Hour 60 Min. Factor 60 Min. Difference 137085 x 0.5 / 60 x 0.018 x 60 x 41 = 50584 Btu/Hr Total Heat Heat Losses 170747 Btu/Hr ----------------- Page 1-2— of I& • LIGHTING SUMMARY AND WORKSHEET (Part Iof2) CF -5.a Project Title: Shop/Warehouse For Enforcement Agency Use Only Documentation Author: Donna Wallace Firm: James J. January Date: 11/11/88 Plan Checked By: Date: PROPOSED ADJUSTED LPD TAILORED LPD A P P R 0 A C H (when applicable) 2 Totaloluiledi Watts WS -5)...... 4740 Watts 1 Watts for IC: A-D/E (WS -5C) ............. 2493 Watts )...,. O.Watts 2 Task Watts for IC: E & F (WS -5D)........ 4682 Watts 3 Adjusted Watts (Line - Line 2), 4 Conditioned.Floor Area.....,...,, 4740 Watts 7500 3 Non -Task Watts for IC: E 6 F (WS -5D):,,, 1556 Watts 5 Adjusted LPD 3 Line 4)... sf 0.63 4 Task Watts for IC: G H 6 I (WS -5E1..,,, 0 Watts (Line / Watts/sf 5 Non -Task Watts for IC: G, H & I WS -5E.. 0 Watts 6 7 Retail\Wholesale Store Lightin (WS -5F). Total Allowed Watts 1-6�......... 0 8731 Watts (Lines Watts 8 Conditioned Floor Area.., ............ 7500 sf 9 Maximum LPD (Line 7/ Line 8)..,.,,,,..,. 1.16 Watts/sf ILLUMINANCE CATEGORIES G,' H, AND I A ----------------------------------------------------------------------------------------=------------------------------- B C D E F Luminaire Reference in Watts per Reference Construction Number of Luminaire Total Code ------------------------------------------------------------------------------------------------------------------------ Documents Luminaire Description Luminaires (incl. ballast) Watts ------------------------------------------------------------------------------------------------------------------------ Page Total 0 Building Total 4740 Page 13 of I (o LIGHTING SUMMARY AND WORKSHEET (Part 2of2) CF -5b Project Title; Shop/Warehouse For Enforcement Agency Use Only Documentation Author: Donna Wallace Firm: James J. January Date; 11/11/88 Plan Checked By: Date: IL-LOMIIAHC9 CATEGORIES A THROUGH F A ------------------------------------------------------------------------------------------------------------------------ B C D E F Luminaire Reference in Watts per Reference Construction Number of Luminaire Total Code - --------------------- Documents Luminaire-Description --------------------------------------------------------------------------------------------------- Luminaires (incl, ballast) Watts F Sht. 6 Elec. Plan 8' Fluorescent W/2 tubes 30 158 4140 ------------------------------------------------------------------------------------------------------------------------ Page Total 4140 Page ) 4- of 16 TAILORED LPD - ILLUMINANCE CATEGORIES A. THROUGH D WS -5C Project Title: - Shop/Warehouse 'Donna For Enforcement Agency Use Only Documentation Author: Wallace Firm: James J. January Dater ______________________________________________________=======---________________________________________ 11/11/88 Plan Checked By: Date: WORKSHEET A --- ------------------ B --------- -----------------------------7 C ------------------------ D E =---------------------------------------- F G Room Task/ IES Illum. Room Cavity Floor Allowed Allowed Watts Col E s No. ----------------------------------------------------------------------------------------------------------------------- Activit -y - Category Ratio Area LPD Col F 1 Warehouse C min. 4155 0.6 2493.0 ------------------------------------------------------------------------------------------------------------- Page Totals 4155 2493 Previous Totals Space Totals 4155 2493 Page 1 S of 1(o ,,TAILORED LPD - ILLUMINANCE CATEGORIES E A.ND F WS -5D Project :Title:. Shop/Warehouse For Enforcement Agency Use Only Documentation Author: Donna Wallace Firm: James J. January Date: 11/11/8.8 Plan Checked By: Date: NOTE: .Comppliance signatures of both the designer and the tenant are required for illuminance categor F permit submittals. Each tenant IDusi sign a separate form for the space they occupy The illuminance catagory F assigned forhe visual tasks noted below were selected from IES -RP -1-1982 OR RP -2-1985 based on actual tasks to be incurred per section 2-5342(d)2.A. The incidence of these visual tasks is more than two hours per day and the task quality cannot be improved. The locations of these F level tasks and their required luminaires have been identified separately on the plans submitted as part of this permit application per Section 1402ga)2.A of Title 20, California Administrative Code. ------------------------------------- --------------------------------------------------------- Designer's Signature Date: Tenant's Signature Date: WORKSHEET A B ---------------------------------------------------------------------------------------------------------------------------------- C D E F G H I J K Task Area- IES Room -- __-----Non_Task-Area - ---- - - -- - - Room Task( Illum. . Cavity Floor Allowed Allowed Allowed Allowed No. ---_----Activity---- - --Category - - Ratio -------------------------------------------------------------------------------- Area Area LPD Watts Area LPD Watts 1 Shop/Sheet btl. Work E min. 3345 1673 0.93 1555.9 1672 - 2.8 4681.6 ----------------------------------------------- ------------------------------------ Page Totals 3345 1556 4682 Previous Totals Space Totals 3345 1556 4682 Page ip of iD 0 VO Cl -5E liffild P [ .�.:� ., _�_....... ...._... _ _ _ - -- --------- -- -- - --------- :.� .� � .� »� �<.< � « \ � . \��� � � - / � © ^ � 77 ,I ', �., .I I' 11,, , ' a i� E.1'J'crNE�T�ING I'li,ill'I ,I l Civil `n�i�rzeers r, I' Iifl_1. ��I'll� 111. I ;'IZgO 91h'I'li i11, I� :I I, '! II , , ��' ,!l `I. 11 Rt Ili' .I I II II ,;�'I I.tl ' f {I' ! f1 ,.I ' r) °. ��PII� P I . I �: Chrca, C� "95478 I I 'III �'°� I r- I �I I . II �, ,{' p°°,. � I 1 ��ii,C[l II ; ,� 1- , t� , II SII h , I 1 II Iil �I ' -' ,� { I 1 I I t I'i. I i l I- ;1 Ill I I I I Iy ' Iii i I II 1 1 ;I = ul {,: 11 l 1 1 ,; , . I I^I 1 II , I f 1' �,I,I r , 1 ' I 1 , , . I . ,�. , ii,i '', ' ' ,,.. 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