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041-470-091
41 CHOOK �E/S Pentz Rd, i mi S of Kunkle Rd, Paradise A (TRAVEL TRAILER W10 PERMITS)e�►�. ���I/�� -U4-1.-470-091 03-3033 OBERT B_1 PENTZ RD, PARA Cont: OWNERRIC ELECT MHU GAS LINE— NONE_ COMPACTION TEST REQ /!O 041-470-.Q91 032 BOYL ROBERT SUPPORT STRUCT REQ A OF PENTZ-RD, PARAD. HALE©. Cont: OWNER 1-5- oy 041-470-091 06-1690 MHI BOYLE, ROBERT 4124 PENTZ RD, PARADISE 041-470-091 03-3785 Cont: GREENE ROOFING .,BOYLE, ROBERT AG BLDG 4124 PENTZ RD, PARADISE f -r% -Cont: OWNER OPEN DECKS —041-470-091 04-1757 BOYLE, ROBERT 4124 PENTZ RD, PARADISE Cont: 136M CONSTRUCTIO NEW PRI DET SHOP ,fV a I Ll 1, BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. 0. 01`3 0 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. , ASSESSOR PARCEL NO. 041. 470 • o°I 1 ZONING v`. OWNER R v s m -r A. &7/,Le PHONE NO: $30 • 7 7. Vo OWNER'S ADDRESS 1 Pc7 O LOCATION OF BUILDING 4t2 o o s GA f'Sq (o 9 USE OF BUILDING S-roze TeActoi ATS/ goRCA'T AT-rAcWR1CuZS A& 5v Ppoa SIZE OF STRUCTURE ZL X !00 = �3 2 0 SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING1 e.21 -A e^+ i A, \ ROOF COVERING FLOOR TYPE �O ESTIMATED COST OF CONSTRUCTION $ I 0,9<:j,— to-AG AGBuildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: r ^ FRON m SIDES follf nA REAR acu AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date I ®�a Signature of Owner Qlc✓� u• Permit Fee -$109.98 The above described AG Bui I ing is exe t from a building permit. NilOD PAR PROOFING ISSUE Receipt No. �/ Manager BuY ' 71114FL) isiontate v B., - /j White — DPW, Ye ow — Assessor, Pink — B. I., Goldenrod —Applicant Splt -2-&1 s V j 2 -zone See,l0,-) CJ� a 7% -- '44 --'r - SITE -PLAN "REVIEW APPLICATION U ! O J C) 1 '%o . V H. ,J 1 I Date: `AN Permit Number (if applicable) C�3 - ��3� Bin Number APPLICANT INFORMATION Parcel Size:' , 05- AC_ Owners Name: 4zo SF Q et\)15E ' Owners Address: �' 6 C� �x 2i-) 1 P fa 2 9��u+S L N 1 6-7 Telephone No.: X1~1- Ll O i �. .. Situs. Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel, , ® Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling a ❑ Temporary Mobile Home (Aunt Minnie)' ❑ Temporary Travel Trailer S , ❑, Multi-family. Non-residential ❑ New. Commercial ❑ Commercial Addition ° ❑ Commercial'Remodel ? ` ❑ New Industrial r ❑ Industrial Addition ❑pIndustrial Remodel A f «: g Other ,In, Septic ,® Well{ 4 ❑ Agricultural Exempt Building- Agricultural Buffer Form ' ❑ Applicable. N/A ❑ 'Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved NConditi6nilly Approved ❑ Resolve-Problems Prior Approval ' Site Plan Stamped Approved ' By Date 1,0-72-0— Page I of 5 ,0-2-0JPageIof5 ;� ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: • ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: a5 --? 5 Index Date: 16— 9 - 9 ES ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation. District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------------_------------------------------------------------------------------------------------------ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit E] 'Agricultural Acknowledgement Statement • Zoning: LA / S - y Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Zoning Code Streets & Highways Tire Prevention Subdivision Map Front - Side 3 Side Street Rear �3 Height Waterway N/A' N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 •Applicable Development Fees: Standard Fees Amount - ^-Formula ` ❑ Fire - • • "❑ , School* - ❑ Parks/Recreation ❑ Roads a ❑ Sheriff Ej Drainage ❑ NCSP/CSA• 87' ❑ Chico Urban Area —Road Thermalito Drainage Areae': i . ❑ Thermalito Urban Area ❑ Other • • ------------------------------------------------ ----------- ----------- ------ — ----------------'------------- Subdivision Map Special „Fees ❑ Water Tendert 1 _ � w ❑ Road Improvement 1. , _ ❑ North Oroville Area El Other (per map) * . Check with school district to verify actual fee if pre-application review. A' final determination will be made at the time of the building permit , • . Parcel Created By R'Deeds' Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal 'Access Required ❑ No rt❑'Yes Parcel Frontage on Publicly Maintained. Road: ❑ No' ❑ Yes; Road_ Name: Complies with County Standards for.Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal- - ❑ Verify Legal Parcel - ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a'Lot Line AdjustmentEJ - Comply with Old Subdivision Lot Ordinance (Maps'recoided prior to Book 17. of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone �. , ❑ Meet current Environmental Health Department requirements • . _7--- -----------------------------------------------------------=----------------------------------------------------------- `:Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: Lot: S -16 -82 - ❑ Use Permit/Minor Use Permit Permit Number: Book: S Page: . Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Pla must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. ❑ -01 Page 4 of 5 BUTTE COUNT' • AGRICULTURAL BUFFER NOTIFICATION AND/OR UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 Name: o B 6-r, -T A, Phone: E30 ' 8 77 Mailing Address: .0 2-4/21 A tel` a y6 7 - E -Mail address 010lu r/o-14 o,-1 4e_- . Goe Assessor's Parcel Number: Reason you believe you qualify for the unusual circumstances exception: 6)64 a �� 63 Owner or Autho zed Agent's sign re Date UNUSUAL CIR MSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of 'a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements `................................................................................................................................................. Internal Dept. Contact Info: ❑ Env. Health ❑ Planning ❑ Building ❑ Other Contact Person: Phone: FORWARD THIS FORM TO LARRY IN DEVELOPMENT SERVICES FOR PROCESSING For Agricultural Commissioner office use only: (to be completed after submittal) DISCRETIONARY PERMITS (PlanningMINISTERIAL PERMITS (Building) Exception Recommended ❑ Exception Granted with the Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: D D e G Tbo, LQI SLL, kb6 SJ �rSc_6e 1 eC.iu4mA �.! Agricultural Department Signature: ,, Date: /G�r 1R 4 c.(! ►'► ' E7/1/03 center Sec. 6 Cor- . 1 j 5E F SHEET 2 I.�I ' 1 - IZ It r I ":V'89°4l':l5"E .rr'22.7C e 238.82.: � o T r 11' �!� e4 �� : .� �F.1'LP7 ,VEAF.• ��2 - -I� �-� PM 44179 1 ' A_ 2960 CG a I - C / 37�i y Se t zr '^F " '` I- 1lllt fi c•I I �O1 I !./ 30 n=14`2Z'0.-* R: ; 5OO.00�.1 L- 376.13 I I R= 540.00 �� r yr4j, R 67E r`` r PARCEL 3 35.05 -A.C: I ' 70 59' 25 £ a LOT 2. 58.'.32 PM 44179 --- I tc i' u ' � b•' " P: 89�L9 CJ" r. s J8.J0 . f. W JD - 447.:z I�°45B:5S +� — Q r ,moi 1 v Ik ^N g�93 4p .hr SB. ZC i 1 ' .IH748:..._...� t _ _033-2! r/4 Cor. .. A.;8:i1"24 4VE J :266./11 Sec. .6 BUTTE COUNTY ��`� r AGRICULTURAL BUFFER NOTIFICATION ANWOR UNUSUAL CIRCUMSTANCES REQUEST. Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive,-Oroville; CA (530) 538-7601 Name: ��O e i T A,.Z0/LG Phone: S3� ' 8 7� �o /S Mailing Address: Z`f /L Pg��l� e . 5�5%6 7 E -Mail address 40 Assessor's Parcel Number: Reason you believe you qualify for the unusual] circumstances exception: • Owner or Autho zed Agent's sign re Date UNUSUAL CIRG(JMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with -this form Refer to the Site Plan Submittal handout for specific requirements ...........:..... ........................................................................................................................ Internal Dept. Contact Info: . .❑ Env. Health ❑ Planning ❑ Building ❑ Other - Contact Person: Phone:, FORWARD THIS FORM TO LARRY IN DEVELOPMENT SERVICES FOR PROCESSING ............:..................................(......:.;......P................................................................... . . '. submittal ) For Agricultural commissioner office use onl to b.. leted after DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS (Building) ❑ Exception Recommended ❑ Exception Granted with the ❑, Exception NOT,Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature: Date: YMC 7/1/03 NOTES RESIDENTIAL ,A PERMIT NO.. 041-470=091 " -04-1757 BOYLE,ROBERT 4124 PENTZ RD, PARADISE Cont: BCM CONSTRUCTION NEW PRI DET SHOP A f � A y. t JOB FINALED (Date) • r � � Signature- OA, SPECIAL CONDITIONS CHECKED BY, SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. x SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER a. A f � A y. t JOB FINALED (Date) • r � � Signature- OA, ' J - OK 0 = Not OK " . = Not Readyable Card B-1 Date Card B-1 . MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete Drain; MH Test -Fall -Flex Connector 4. Water; Location -Test -Easement Needed (Sketch) 7. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas and Electricity Tagged 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 10. 7. Well Clearance & Disconnect Cert. of Occupancy 8. Utility Clearance Electricity; MH Test 9. Siding; Nailing -Veneer -Stucco -Mesh 6. Water; MH Test jpof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card 8-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Footings; Soils -Size -Depth -Spacing -Connectors -Steel k 1. Zoning Requirements -Setbacks -Easements' 4. 2. Footings; Size -Spacing -Marriage Line 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Blocking C rts; Windows -Doors 4. "Gas; MH Test -Demand -Valve 5. Electricity; MH Test 9. Siding; Nailing -Veneer -Stucco -Mesh 6. Water; MH Test jpof; Shthg-Roofing 7. Water and Sewer Connected " 8. Gas and Electricity Tagged 9. Exits Card B-1 Date ' - Card B-1 Date j�'W,,,eard 10. License Decals IPOOLS (Pla ) OK except #'s 11. Verify #'s with Office i 2. Soils; Compaction -Structure Stability 3. Date Card B-1 Date Card B-1 Date -5. Card B-1 Date Card B-1 ' t SCELLAN bate D CK , COVERS, CARPORTS GARAG fans) OK except #'s " ning Requirements -Setbacks -Easements F Footings; Soils -Size -Depth -Spacing -Connectors -Steel k 3. Decks, .Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. C rts; Windows -Doors U*oTlectric rmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. jpof; Shthg-Roofing AY'Ext.; Steps -Doors -Landings 12. Braced Wall Panels/ Date ! Card B-1 Date ' - Card B-1 Date j�'W,,,eard B-• Date Card B-1 Date IPOOLS (Pla ) OK except #'s 1. Setbacks -Easements i 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI -5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval t 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms I) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s _ 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Garage Fire Protection Framing -RC Channel 6a. Hold Downs and Special Anchors Property Line Firewall & Openings 7. Slab, Steel -Wrapped Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Siding -Nailing Veneer 11. Water Pipe; Test -Anchors -Regulator -Service Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric Underground Glazing Area -Glass Protection -Skylights -Plastic 13. Plenums & Ducts; Clearance -Material -Support -Ins. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Brace Interior/Exterior Wall Panels 15. Access & Ventilation Insulation -Walls -Ceilings 16. Insulation Infiltration -Walls -Windows Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 23. Fire Sprinkler; Test Fireplace or Stove, Clearance -Hearth 72. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 75. 24. Fixture & Transformer Clearance -Ins. Protection 76. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 77. 26. Size Boxes & No. of Conductors Stapled 78. Plb.; Elec. & Mech. Equip. Listed for Location 27. Romex Installed Close to Edge of Studs & C.J. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Insulation -Foam -Looked in Attic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Guard Rails & Deck Construction -Post Caps 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes Cl No Clearance Looked under Floor ❑ Yes 32. Service -Riser Conductors & Ground Main Disconnect Following Instld./Drive 0 Yes 0 No/Walks 0 Yes O No/Planters 0 Yes 0 No 33. Equip. Clearances Panels-Motors-Mech. Equip. Stucco Brown -Finish 34. Clothes Closet Light -Shower Light -Spa Light A.C. Unit Disconnect, Electrical -Plumbing 35. Smoke Detector Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 90. 36. A.C. Ducts Insulation & Support 91. 37. Vent Fan, Exhaust above insulation 92. 38. Condensate Drain & Overflow, Size & Grade 93. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 94. 40. Attic Access & Platform if Furnace in Attic Date Address Posted Card B-1 Date Card B-1 Date Fire Sprinkler Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) _ 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes O No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 02/01/2005',17:12 5308915915 BCM CONSTRUCTION' PAGE,.01 mr `�a a APPUED TESTING CONSULTANTS •' MATERIALS ENGINEERING, TESTING AND INSPECTION CERTIFICATE OF BOLTING INSPECTION t Date: 11/19/04 F 'Client: BCM 2990 Hwy 32, Suite 100 Chico, CA 95973 Project: Boyle Shop Building 4124 Pentz Road Inspector: K. Coy Bolt Size in dia Req'd Tension bs Test Torque ft -lbs Turn of the Nut turn ast snu Impact Test sec %19 28,000+5% 'N/A 1/3 N/A DESCRIPTION OF WORK b Arrived at the jobsite at 1330 hrs. to perform special inspection of high strength bolting at the. Ridge & Haunch Connections. A Before tightening the bolts we verified that the materials`used in this assembly were in conformance with the requirements of section 2 (Bolts, Nuts, .Washers and Paint) and section 3 (Bolted Parts) of -the RC SC Specifications. The bolts used in this structure are'/" diameter A325 grade high strength bolts without hardened steel washers beneath hardened steel nuts. No washers wereused in this assembly, so the Turn -of -Nut Tightening method was used per Section 8(d)(1). A representative sample.of 3 bolts from each diameter, length,`and grade used in this -structure were tightened in the Skidmore Wilhelm tension -indicating device. This was done to verify the estimated snug -tight condition and to ensure that the controlling turns past snug -tight per Table ,5 .will develop a tension not less than five percent greater than the tension required by Table 4 of the RSCS'specifications.' We also verified that there was no rotation of any of the bolts during the tightening operation. Each bolt assembly was, installed and tightened to a snug -tight condition by the contractor prior to tightening. There .were a total of 72 bolts in the structure, all were tightened using the above mentioned procedure. Based on the above mentioned procedure, it is our judgmentlthat all A325 is installed in the ' + structure have been properly tensioned in accordance with the RCSC Spe al Joints contained in the AISC Manual for Steel Construction. K. Coy C Inspector C_0 5 y Staff Eng 3060 Thorntree Drive, Suite 10 Chico, CA 95973 °•Teleplioiie: (530) 891-6625 ° Facsimile: (530) 891=4243 RECEIVED NOV 2 tag BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BP041757 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/08/2004 APN• 041-470-091-000 the Business and Professions Code, and my license is in full force and effect. License Class: 71 License Number: —1&1 15-7 Site Address: 4124 PENTZ RD PAR Date:a-_0!9 Contractor. .Y�'L Gons�rv�%���rl Map Index: Description: SHOP(2400) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: ROBERT BOYLE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a PO BOX 2412 signed statement that he or she is licensed pursuant to the provisions of PARADISE CA. the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95967 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions • Applicant: ROBERT BOYLE Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion,' the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: BCM CONSTRUCTION COMPANY INC not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code 2990 HIGHWAY 32 STE#100 CHICO, CA 95973 Date: Owner: (530) 342-1722 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 737157 ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of g the work for which this permit is issued. My workers' compensation insurance carrier and/policy number are: Carrier— Total Square Ft: 2400 S.F. Valuation: $57,600.00 Policy #: O5/� - 0 ,11000 2 ❑ 1 certify that in the performance of the work for which this permit is Census Code' issued, I shall not employ any person in any manner so as to • become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is� �1 3 7 ��� 1,52. unlawful, and shall subject an employer to criminal penalties and one -ff� hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under applicable provisions of the Butte County Code anfUOr I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Res ution o do work indicate abo a for which fees have been paid. By: Date: q- Name: Address: PERMIT EXPIRES ON: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance o!Any official form or document of Butte County. I hereby authorize representatives ofButte County to enter upon the above mentioned property for inspection purpos . Print Name: �Lo /� c��i �U�il'S� Signature: Date: ❑ Owner Contractor '0 Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION WhMfi.dL&4W.11A..A ARCHITECT/ENGINEER OWNER Name RaA, 7 0 Address 412_ U 7_2 D City AAA_,91,�_C 101 State Zip 17 Phone _ Fax E-mail Fax 3 �2_ l W WhMfi.dL&4W.11A..A ARCHITECT/ENGINEER CONTRACTOR Name A c- Pt (/l,oA) �iQl1Gl�� Address D PWVC 101 City ChGO State License Number •State Zip -2 Phone Ct 172Z Fax 3 �2_ l W E-mail Lic. # 73715.7 Class Q WhMfi.dL&4W.11A..A ARCHITECT/ENGINEER Name WA PG 6X96JP i address d Ap 6 City/ f Statr,, Zipg36 Phone 5S9 — 926 Fax 6671/ E-mail State License Number APPLICANT NAME Name Address City y/C6 StateC14 Zip Phone Z `722— Fax - 442 — 74 a E-mail APPLICANT SIGNATURE X" — For office us o I Zoning j Flood Zone 10,921 No Occ. Type Const. Subdivision Name Map Book Page I Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. o BP BIN # LOCATION AP# a 7 7� 0 IV Property Address Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Pootage Z �� ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the "date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. 1 Receipt #: Date(p by: Amount: % sa` � SRA Sheriff co SMTP Other �� �d 55 Total SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Res k ti,e w, Remodels, Additions, and Accessory Structures: ❑ _ 1. 3'�Si a Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss {details' and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation: (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ; ❑ .6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2.. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 430-04 `COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 Q PERMIT APPLICATION DATASHEET `�`--� R PARCEL NUMBER C) ' �-j o-69 OWNER: ASSESSOR �, Proposed Building Use: 1 '✓U Counter Technici Date:/w • • d Items required in order to apply for a permit(All boxes MUST be checked OR marked NA i4rdn oapply. 1. Site plans, 3 or 4 sets, signed by th preparer of the plans. . 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and. signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. 9. Metal Bldgs: kKMetal Bldg Plans, d plans and calcs in triplicate, Elevations in triplicate.jq�V- loor plans in triplicate. All of these must be stamped and wet -signed b the he engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings .T 13. Detached Accessory Building Form filled out by the owner 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico O Oroville, as applicablejl/` ❑ 16. Other 7 6ci Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) (� ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required .................................................. ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet....�,S .r.9T?......... 22. City of Chico Plumbing permit .............................. ... ^ ........ , 23. California Department of Forestry plan approval paid. Sent y: �...�. �o F Z s� •04 24. tanning approval (A) Use:B)Parking:(C) Parcel Chec ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... tu26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization ..................................... .* .... ...... .................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been informe,'of the above items and requirements for obtaining a building permit. Applicant: Date: � erms appl--/7-� 1. Index pication r the above items numbered: Plan Check Letter ' onto al items required ontract ,designer, owner, was advised of the above data by ❑❑ hone, mail, counter, by Date: P/0 actor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: q /Lti Date: Yellow: Building Division T COUNTY OF BUTTE ' DEPARTMENT OF. DEVELOPMENT SERVICES — BUILDING DIVISION COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES 7T� OWNER A.P. # V4 t7)0 'O�/ • i Q PROPROSED BUILDING USE DATE v RECEIPT # DATE REC. - 1. BUILDING PERMIT FEES --- Balance Due ........:.:.......... $ Sap --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ t 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ > Units Commercial (sq. ftg.)..... - X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X _ $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) . 7 SRA FIRE INSPECTION AND PLAN CHECK FEE' $89.00 (paid at Building Division) ' 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) f 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X _ $ Zone # Units ` Amt. Commercial (sq. ftg.) ...:..... • X = $ Sq. Ftg. Amt. " 10. OTHER - At time of permit application, I was advised the above fees are required to bepaidprior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the projector from the imposition of the above mentioned items during which you may protest. The requirements fora, protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) r 0 _, r � � ..�- �'%�=yy H,,1-..-M..--...'�..r, '."vw...1.�.�y-.,.*�,t- ._�:w.A'tr,.� �_ �{.���. Z ..w ` • �-.r..•�++^r^,.-pyr•lrtn.��:'•,�NY. +Y�. 11r .) 1fr Y ..� �,.., .. - y COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 -COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES G' OWNER A.P. # 0q / ' 00 PROPROSED BUILDING USE DATE ' O RECEIPT # DATE REC. 1. BUILDING PERMIT• FEES --- Balance Due ..................... $ f Sa -- Additional Fees Due........ --= Revised Plan Checking Fee..:. 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES'(paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4: URBAN AREA FEES (paid at Building Division) Residential"(per unit)...... X = $ ..,. , # Units Amt.. `Commercial (Sq. .Ftg.).... X _ $ Sq. Ftg. Amt. <[ 5. RECREATION DISTRICT FEES (p� t Recreation District Offices (dorm available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES .$5.10.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid .at Building Division) 8. WATER TENDER FEES BATTALION.# $200.00 (paid, at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) l Residential Zone X = $ ? Zone # Units Amt. Commercial (sq. ftg.) ........ 10. OTHER X =$ Sq. Ftg. Amt. .t P� At time of permit application, I was advised the above fees areFregtitrec may be changed during the plan checking process. C `^ APPLICANT f'— '14 rt rior to qq issuance of the permit. These fees DA'TEl.I` Pursuant to Governmeni Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9,<and, I abode may have been posed on your project. You have 90 days from the date of approval of the project or frorn the imposition of the above mentioned/items du ng which you may protest. The requirements for a protest are specified in Government Code Section 66020(a)� b{ Original -Building Division, Yellow -Applicant 'Pirik-Owner (rev. 2/2003) . 1 rior to qq issuance of the permit. These fees DA'TEl.I` Pursuant to Governmeni Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9,<and, I abode may have been posed on your project. You have 90 days from the date of approval of the project or frorn the imposition of the above mentioned/items du ng which you may protest. The requirements for a protest are specified in Government Code Section 66020(a)� b{ Original -Building Division, Yellow -Applicant 'Pirik-Owner (rev. 2/2003) . N ' COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES := BUILDING DIVISION rY ''COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER J PROPROSED BUILDING USE - v i'' ,r 1. BUILDING. PERMIT FEES' --- Balance Due ..............:...... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... 4. URBAN AREA FEES Residential (per unit)..... X $0.03 = $ A.P. # Oq I J-() J T j 7 /� ' DATE (� o r RECEIPT # DATE REC. IV (paid at Building Division) X =$ Amt. Commercial (Sq: Ftg.).... X = $ `" Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office), --(form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) ti Residential Zone X = $ i. Zone # Units Amt. r� Commercial (sq. ft X = $ ' Sq. Ftg. Amt. ?' sem; 10. OTHER i. At time of permit application, I was advised the above fees are-regtiued,to be''paid prior to issuance of the permit. These fees may be changed during the plan checking process. .,. APPLICANT DATE' i Pursuant to Government Code Section 66020, you are hereby notified that items, '2, 3, 4, 5, 6, 8, 9,.and 10,above may have been'imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentionediitems during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a)yd , —! Original -Building Division. Yellow -Applicant Pink -Owner- (rev. 2/2003) f ' DO NOT WRITE BELOW THIS LINE t DEVELOPMENT SERVICES INFORMATION (For Staff Use) ` _ Er Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to. Approval ` ® Sit* �an Sta fed Approved . By Date Page 1 of 5 I SITE PLAN REVIEW APPLICATION ! Date: - 2oy AP# Gl �~ 170 ' Permit Number (if applicable) Bin Number • APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: Telephone No.:)7!' Situs Address: Proposed Use: r -Residential. >. ❑ New Single Family Residential ❑ Single -Family Addition," ❑ Single Family. Remodel , ❑ Mobile Home ❑ Residential Accessory ❑ Permanent' Second Dwelling ❑ Temporary Mobile Home'(Aunt Minnie) ❑ Temporary Travel Trailer ❑ .Multi -family • ' - ' , , Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel t F-1NewIndustrial , . ❑ Industrial Addition ❑ Industrial Remodel, ` Other ❑ Septic , . , . , ❑ Well .. ., ❑Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ ! Applicable ❑ Other: i2a, X Brief Explanation (if necessary): t f ' DO NOT WRITE BELOW THIS LINE t DEVELOPMENT SERVICES INFORMATION (For Staff Use) ` _ Er Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to. Approval ` ® Sit* �an Sta fed Approved . By Date Page 1 of 5 I 0 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract F1Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper ,foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: �c • Flood Panel No.:®�7 S G Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front �v Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 ei • ' Applicable Development Fees: Standard Fees Amount Formula r ❑ Fire ❑ School* ❑ Parks/Recreation' ❑ Roads ❑ Sheriff ❑ Drainage ❑. NCSP/CSA 87` ❑ ' Chico' Urban Area — Road = , ❑ Thermalito Drainage Area r ❑ ` Thermalito Urban Area , ❑ Other .. , S Subdivision Map Special Fees ` ❑ Water Tender '❑ Road Improvement ' ❑ North Oroville Area ' } ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. -A final determiuiation will be� made at the time of the building permit. - Parcel Created By [1 Deeds: Date of Creation: . Legal Access Provided: ❑ No ❑ Yes Deed of Reference: r Legal Access Required , s E], -,No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑;Yes, Road Name: Complies with.•County.Standards//for Deed Creation:E,No.❑,Yes Comments: GC eeH, ❑ Parcel Deemed to be legal My, ❑ Verify Legal Parcel ❑ Verify Legal Access �� T r . ❑ Provide Deed of Creation• ❑ Obtain a Certificate of Compliance 4. ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: , Meet Parcel size required by zone ❑ Meet current'Environmental Health Department requirements • r Page 3 of 5 1 ❑ Subdivision MM/Parcel Man: Map Date of Recording: i Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 ET ❑ Summary of Specific Requirements: This information provided in this summary is based'on'the application information and on the best available data at the time of review. ` k , CALarrys\Building Permit Site Plan Reviewl.doc Y r . Page.5 of 5 Butte, County Department of Devepment Services T CHRISTOPHER, o TFo 0 0 7 County Center Drive` o /� o Oroville, CA 95965 (530) 538-7601 Telephone C .� (530) 538-7785 Facsimile DUN'S ' _ r ADMINISTRATION * BUILDING * GIS * PLANNING September 1, 2004 , Robert Boyle 4124 Pentz Road - ` Paradise, CA 95967 Subject: Building Permit 04-1757 , Dear Mr. Boyle, The Butte County Department of Development Services, Planning Division, has reviewed the submitted Building Permit, and require the following changes to your site plan in order to continue the review. e TwentyFive (25) RAR: Building Setback: your property is located .on a Federal Aid Route, and there is a miniumum building setback of twenty five (25) feet. Please resubmit your plans to reflect the required .setback to" Butte County Development Services, Planning Division. Should, you have any questions please feel free to call Chris Tolley, Assistant Planner, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603.. ' Sincer ly, J s per W. Baker lanning-Manager 1 cc. Waring Group & BCM Construction • .. a .. O p�1 ogUTTF0\ Department -of. Public Works' 0 0 ,C o u n•t'y o' -f B•u t t e C C J. \o o Michael Crump, Dir,ector ` LAND DEVELOPMENT DIVISION UNI Storm Water Management Program p 7 County Center Drive �eLIC VNOR�y _ Oroville, CA 95965 (530)538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination. System (NPDES) Phase II Construction Storm, Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN.1 ACRE1 Project Description: Project Location and/or Parcel Number:,.���®� By signing below, .I, the project owner/owne'r's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore; do not need to apply for a Construction Storm Water Permit from the State of .California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more - than one acre of disturbed soil will require a Construction Storm Water Permit from the' State of California Regional Water Quality. Control Board. I am aware that submitting false and/or inaccurate, information or failure to apply for a 'Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one .acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: /L Title:�1��.i Date: �--1—Z�-�- Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 -/- -7 a-/ ; r County of Butte- FIRST REVIEW July 14, 2004 . Jur+Wejon-Application-Lilo.:-:x4.1.757., LP2A Job No. 2040015-080, Robert Hayle_ flMC_Coastruction.... WaringGrou� 4124 Pentz Road 2990 Highway 32 #100 �. P.O. Box 396 - Paradise-QA-S5967. -. Chico.-CA 259.7.3- .-Chowchille,_CA 93f10 Phone: 530-877-4015 Phone 530-342-1722 t Phohe:559-665-9200 Fax:- 530-342--'168 Email: kurtisC')a.bcmconstruction.com ; Res Plan Review,.- 6oy1e_MetaLStvoO ` Address: 4124 Pentz Road Dear- SWMac M ; l Linhart PetersemPowers-A.,,scciates-(LP-2A}has-completed:an-initial-revue%v ofthe-.followingdocumenss.:. V Plans: Two-(2-yeopies--of-Sheets-Cover;-A-l-and--S-1-.Title/ Cover- SheeLdated_June_13_2QQkby Waring Group. Two (2) copies of Sheets 1 though 41 dated April 21, 2004 by VP Buildings. 2. Structural Calculations: Two (2) copies of Foundation ,Calculations ,not dated by the Waring Group. Two- f2-} copies-of -Steel-Building-Structural-Calculations dated-.June-Q9_240.4.-bLy_.VR Buildings.- The-200-1- Califomia-Building,- Mecharkaf;-€lectrieat'Riumbingand_Eaergy-Codes_(L e_, 1997 U&C-2-000 ' UMC, 2000 UPC, and 1999 NEC as amended by the'State of California) were used as the basis of our • review. Our comments fo4low-on-tire-attached lisp Please-subrt it-an-itemie&esponse -letter -and-two (4sets-of-complete-and-revised. documents-wltti all revisions clouted. - 'Sincerely,. LFNHART PETERS€N-POINTERS.-ASSOCIAZE� . Jerry Griffen - Rog�Meterson, S.E. LG-110 Plans-ExamineF- Strtxtural-Engineer • RP1J_G_ag- s Bin 104 Enclosures: ' Cc:' AliEe-Mefford--ameffford a@buttecnunty.nel, ` r f:\butte county 01 5\butte, county 2004\2040015-080-pcl.doc %1L mRA-R-T . P E'1- E-RS-EN- P 0-1A1ER.S_ ASS.QC LAT_ES__ 7610 Auburn Boulevard Citrus Heights, CA 95610 :Mfi)-725A2Ofj- _'�A1L(9LE2725:8242 '..T9(LErez(8.7.7) 235-0(,53 ` ., Boyle Metal Shop + Counfy[.of Sufte.- EUst Roview 9124 PenfrRoad LP2A Job No.: 204001S-080 '` • .tnly<-f4T2004 ' ', . Poge Z. Re Occupancy Group(s): F=1 " -Type-4f-Construction:7_ , 1l_,N--- - -' Stories:' 'One (1) Story- _ BaefdiagArea_(Sq_Ft)_ '240 'GENERAL COMMENTS: • , Provide-the foltawinggeneral-informat=-on-theco .ver-sheetoLttK--pkns: dt. • r ° ♦ '• G2. Fhe--folbwiRg-plah--rev4ew-documents--are=-based-on--the_.Cour4y, 6 -$utte-Buildfag-Regulations.. For your convenience, the following comments are referred oto the 2001 California Building ° 'Code unless otherVise noted. G3. Please respond in wnibng-to-each-cor-mmm-ent-by-creating-a-response_letier_ Indicate_whidl-detail, specification, or. calculation shows the' requested information. Your complete and clear' responses will expedite the re-check--and-hopefully; -approvat-of-this-project--Thank—you-for-your assistance. f _. G . For-d6rity-,-please'.3mend--the-.Cover-Sheet_ta--specify thai only_the_200-1._Califo-r_nla_fluilding' (CBC), Plumbing CPC Mechanical CMC and Electrical . CEC Codes (adopted by the State of Californir�as=-of-NovernbeF--1-,- 2002)- and-- am- inn are applicable to this project. Gr Please'be-sure to--include=on-tli--resubmittal-the-architect'slengineer's_ wet"_.stamp-signature... _registration" number and expiration date on all sheets of • plans [all sheets °of plans depicting structural designed-elerA tr4-and-cover--sheets of-specikations-and-QtcWationL-CaC-1-0".2 • G6 Please-be-sure-to-include-the-naau�and_signature}of_designer-or_other-person_r_esponsibte-for . the-plans'on-all-re=submittkd plan sheets. California Health & Safety Code Section 5536.1 ARCHITECTURAL COMMENTS: Ido-aFchAectural-=MWhtS1 ; STRUCTURAL COMMENTS: S11.... Note-on-the_drawiacgs-that-s peciaLinspection:p=&-UBC-17Q]_is_required_fo�the_following I 1. Installation of high-strength bolts. UBC 1701.5..6 ' S2- "Obtain--two-E2}-copies-of-the-Butte_C.ouaty's_speciaLlrispectioru n L esting form. and include f them with your resubmittal, completely filled-out and signed by`all requested parties. Note that* special-inspectba per-UBC-470-1-is quiired-for the_above-noted_"s. ' S3 At-the Sir t al Calci►latioris-prepared-tomthe.-ming-.GroupLplease-.respond_to_thg_fdbwing, items: A:-.- On-page-4-increase--the_uplifUoad-.by_the_appropr.4te..factors per_CBC_1923.2._Qompaces the factored loads with -the ultirriate allowable load=��c. Boyle Metal Shop County of Butte - Rrst Review 4924 Penta Road LP2A Job.Ko.; 2_04001�Wl) July 1,4, 2004 Page 3 B. At the anchor bolt calculation on page 4-calculate-tfile-altowabte-ultimate-tension-caPacdtX, �Pc,,of the pglt rou using the provisions of CBC 1923.3.2 ° P S4. At the Foundation Plan on sheet S-1 please respond to the following items, , A. Detail reference 6/S_1 is shown at the interior pad footing at the intersection of grid lines 2/13, however this detain was- not-prav4de&on-sheet_S_4_ - Please--amend-the-drawing-as required. , S. Verify if concrete control joints are- required-at--the-concrete- floor-- slab._- SpexA"he spacing of-the-joints..and-provide. slab_ control. joint -details -as required.' S5. At details 1/S-1 and 2/S=1 provide reinforcement at the top and bottom of the pad footings since the footings will be subjected to stress reversals. S6. At detail 3/S-1 increase the--depth-of--tate-santir- w footing- to -be --12" below-ugdisturhad soiLt� conform with CBCTables'18+1 and 18-1-C and to prevent water.frorn flowing beneath the slab. If you should have any -questions regarding the above plan review comments, please feel free to contact Roger Peterson (Stmctuf*of/er Jerry Griffin-(Pion-stnuctur.*at-(91.4} 725 -4200 --between .8:.0--0 A_M._to 5:OO-P:M , M F. . '[END] . - " - i 1 fi`; r � a �%J T ' Department of Development Services Building Division 7'County Centel Drive * Oroville, CA 95965 + ' O O _ _ U: (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORYBUILDING OWNER'S STATEMENT.OF USE Plan review. will not be started until this form is completed, signed by the properry,owner, and returned to the Butte County Building Divi sion.,Attached Accessory Buildings and Additions . will be checked for residential use. Exception:lGariges and Carports.: ` ` 0wner: 1eSDY tz Phone: ' ` O IS Mailing Address124 (bile r Site Address:'1� - ,Assessor's Parcel Number: "O4l4lb - ocq Zone: - Please answer questions 1-16, and `exph n any yes answers for questions 2-14 in the spaceprovided on page 2 of this form GENERAL PIFORIIMATION: t . �•3; . 1. Is there a primary dwelling on the property? •' Yes No 0 - 2. 3. Is the structure already built, under construction, or under notice.of code violation? 'Will items in building Yes El : No ^� produced this be offered for sale? Yes ❑ Nob ^ 4. Will.the public have access to this building? Yes 0 No L� 5. Will any advinising, on or off site. be associated iwith_ `the use of this building? Yes ❑ No 0� SITE CONDITIONS: 6. 7. Is the structure foundation within 5',of septic tank or 10' of leach lines? Is any portion located 20' front line?Yes Yes 0 No ©� of the structure closer than to your property . 0 No S. Do you plan to add'a driveway or modify existing access to a county maintained road? Yes. El No 9.. Will the proposed structure encroach within any recorded easement? Yes ❑ No CONSTRUCTION FEATURES: ' /o ` 10. Will this building have insulated floor, wall's; or'ceiling? Yes (3 0 11. Will this building be heated or cooled?' , ' Yes ❑ No ' 12. Will this building have a water clos;Wtoilet? Yes 0 No 13. Will this building have a sink? �, F ,- IYes 0 No 14. Will this building have.a water heater? Yes ❑ No ; ` CA15. What type of floor covering will the building have? X16. What type of wall covering will the building have? OYER t s 1 of 2 r PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. ❑ Private Garage — "A building or a portion of a building not more that 1,000 square feet (1,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept" A garage door is required 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be en o en. 4. idential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked 94, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ is Room ❑ Family Room ❑ Sun Room ❑ Private Office ff Workshop r ❑ Home Occupancy Z ❑Other —Use = 1. Desrnbe type orwarLaltop dr bhut be approved by the Bme CC M Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question nor before the explanation. ( 10/ A`` Additional Information: w Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. O«rer's Name: Please rt A Owner's Signature: Date: 2 of 2 Date: 6/9/2004 Calculations Package Time: 3:02:14 PM _ 3 Page: 1 of 96 VP Budldings Inc. 3200 Players Club Circle ' Memphis, TN 38125-8843 a F STRUCTURAL DESIGN DATA Project: ROB B.OYLE Name: CA0400604-01OE1 Builder PO..#: ROB BOYLE ` Jobsite: 4124 PENTZ ROAD City; State: PARADISE, California 95969, County: Butte Country: United States , PP10, TABLE OF CONTENTS . 0VE BuildingLoading - Expanded Report ........................................... .:........................................... ::.............................'...........................: 2 Bracing - Summary Report ......:.......:....................................................• ........ .... ..... ........ ..... Secondary- Summary Report ..........:................................:...................................................................,...:......:................................... 18' Framing - Summary Report ......................... ............................ ......:....................... ...;..............:.............:.........:......:.....:..:................. 45 Covering -Summary Re ort.................... " 91 BUIUDING t JO 1/07 VPC File:CA0400604-0lOEl.vpcersion :5.Oa VP BUILDINGS VARCO-PRUDEN Calculations Package Date: 6/9/2004 Time: 3:02:14 PM. Page: 2 of 96 Shape: BARN Loads and Codes - Shape: BARN City: PARADISE County: Butte State: California Country: United States Building Code: 1997 Uniform Building Code; Built Up: 89AISC Building Use: Standard Occupancies Cold Form: 89AISI Allow. Overstress:Frm: 1.03,"" Sec: 1.03, Brc: 1.03 Rainfall: 4:00 in per hour Dead and Collateral Loads ti Collateral Gravity:0.00 psf Frame Weight (assumed for seismic):2.50 psf Collateral Uplift: 0.00 psf i js. Side Type Mag Units Shape Applied to Description 4:1 D 4.016 psf ; Entire Frm Covering ,Weight - 26 Panel Rib + Secondary Weight 3.07: Wall: 4, Canopy: 1 4:1 D 0.950 psf Entire Pur Covering Weight -'26 Panel Rib: Wall: 4, Canopy: 1 !. 6:1 D 3.867 psf Entire Frm Covering Weight - 26 Panel Rib +,Secondary Weight 2.92 : Wall: 6, Canopy: 1 6:1 D 0.950 psf Entire Pur , Covering Weight - 26 Panel Rib: Wall: 6, Canopy: 1 8:1 D 3.867 psf Entire Frm Covering Weight - 26 Panel Rib + Secondary Weight 2.92: Wall: 8, Canopy: 1 8:1 D 0.950 psf Entire Pur Covering Weight - 26 -Panel Rib: Wall: 8, Canopy: 1 10:1 D 4.016 psf Entire Frm Covering Weight - 26 Panel Rib + Secondary Weight 3.07: Wall: 10, Canopy: 1 101 D 0,950 psf Entire Pur Covering Weight - 26 Panel Rib: Wall: 10, Canopy: 1 A D 2.176 psf Rect Frm Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof: A A D 2.176 psf Rect Frm Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof- A A D 2.176 psf Rect Frm Covering.Weight - 26 Panel Rib + Secondary Weight 1.23: Roof: A A D 2.176 psf Rect Frm Covering, Weight - 26 Panel Rib +Secondary Weight 1.23: Roof: A A D 0"950, psf Rect Pur Covering Weight - 26 Panel Rib: Roof: A A D 0.950 . psf " 'Rett Pur Covering Weight - 26 Panel Rib: Roof: A A D 0.950, psf Rect Pur Covering Weight - 26 Panel Rib: Roof: A A D � 0.950 psf 'Rect Pur Covering Weight - 26 Panel Rib: Roof: A B D 2.117 psf Rect Frm Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof: B B D 2.117 . psf . Rect Frm Covering Weight :26 Panel Rib +"Secondary Weight 1.17: Roof: B B D 2.117'_ .psf. Rect Frm Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof: B B D 2.117 psf Rect Frm " Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof: B B D 0.950 psf Rect Pur Covering Weight - 26 Panel Fib: Roof: B B D 0.950 psf" Rect Pur Covering Weight - 26 Panel Fib: Roof: B B D 0.950 psf Rect Pur Covering Weight - 26 Panel Rib : Roof: B B D 0.950 psf Rect Pur Covering Weight - 26 Panel Rib: Roof: B C D 2.117 psf Rect Frm Covering Weight - 26 Panel Rib+ Secondary Weight 1.17: Roof: C. C D 2.117 psf Rect Frm . Covering Weight - 26 Panel Rib + Secondary,Weight 1.17: Roof: C C D 2.117 psf Rect Frm Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof: C C D 2.117 psf Rect Frm Covering Weight - 26 Panel Rib+ Secondary Weight 1.17: Roof: C C D 0.950 psf Rect Pur Covering Weight - 26 Panel Rib: Roof: C . C D 0.950 psf :, Rect Pur Covering Weight - 26 Panel Rib': Roof- C C D 0.950. psf Rect PUT Covering Weight - 26 Panel Rib: Roof: C C D, 0.950 psf Rect Pur Covering Weight - 26 Panel Fib: Roof: C ' D . D 2.483 psf Rect Frm Covering Weight - 26 Panel Rib + Secondary Weight 1.53: Roof: D D D 2.483 psf Rect Frm Covering Weight - 26 Panel Rib,+ Secondary Weight 1.53: Roof: D D D : 2.483 psf -Rect Frm Covering Weight - 26 Panel Rib + Secondary Weight 1.53: Roof: D D D 2.483 psf Rect Frm Covering Weight - 26 Panel Rib + Secondary Weight 1.53: Roof: D D D 0.950 psf Rect Pur Covering Weight - 26 Panel Rib: Roof: D D D 0.950- psf Rect Pur Covering Weight - 26 Panel Rib: Roof: D D D 0.950 psf Rect Pur Covering Weight - 26 Panel Fib: Roof: D D D 0.950 psf Rect •Pur Covering Weight - 26 Panel Rib: Roof: D Live Load Live Load: 20.00 psf Reducible V/ LL for Below Eave Canopy:N/A Wind Load Wind Speed: 80.00 mph Gust Factor': 1.3197 Wind Enclosure: Enclosed Wind Importance Factcr'1.000 Height Used: 15/0/0 (Type: Mean_) Least Horiz. Dimension: 40/0/0 Base Elevation: 0/0/0 Parts /Portions Zone Strip Width: 4/0/0 Primary Zone Strip Width: N/A qz= 0.00256* (1.00) * (80.00)`2 * (1.00) Velocity Pressure: (qz) 16.38 psf Wind Exposure (Factor): C (1.057 Basic Wind Pressure: 17.32 psf VPC File:CA0400604-01 OEL.vpc VPC Yersion,:5.0a Calculations Package Date: 6/9/2004 Time: 3:02:14 PM Page: 3 of 96 Snow Load Ground Snow Load: 0.00 psf ✓ Snow Exposure Category (Factor): 1 Fully Exposed (1.00) Design Snow (Sloped): 0.00 psf Rain Surcharge: 0.00 Snow Importance: 1.000 Slope Reduction: 1.00 Ground/ Roof Conversion: 1.00 Slope Used: 0.000 ( 0.000:12 ) Seismic Load Seismic: Zone 3 Seismic Snow Load: 0.00 psf Seismic Importance: 1.000 Frame Redundancy Factor: 1.0000 Frame Seismic Factor (Cs): 0.2000 Brace Redundancy FactOr:1.2491 Brace Seismic Factor (Cs): 0.1890 Soil Profile Type: Stiff soil (D, 4) Framing R -Factor: 4.5000 ✓ Framing Seismic Period: 0.2239 Bracing R -Factor: 5.6000 Bracing Seismic Period: 0.1279 Seismic Period Height Used: 11/10/8 Side Type Mag Units Shape Applied to Description 1 E 0.429 psf Spec Fmi Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.19: Wall: 1 1 E 0.429 psf Spec Frm. Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.19: Wall: 1 1 E 0.429 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.19: Wall: 1 1 E 0.429 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.19: Wall: 1 1 E 0.386 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.19: Wall: 1 1 E 0.386 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.19: Wall: 1 1 E 0.386 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.19: Wall: 1 1 E 0.386 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.19: Wall: 1 3 E 0.429 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.19: Wall: 3 3 E 0.429 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.19: Wall: 3 3 E 0.429 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.19: Wall: 3 3 E 0.429 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.19: Wall: 3 3 E 0.386 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib+ Secondary Weight 1.19: Wall: 3 3 E 0.386 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.19: Wall: 3 3 E 0.386 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.19: Wall: 3 3 E 0.386' psf Spec Brc Seismic: Covering Weight - 26 Vee Rib+ Secondary Weight 1.19: Wall: 3 4 E 0.473 psf Entire Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.41: Wall: 4 .4 E 0.426 psf Entire Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.41: Wall: 4 4:1 E 1.303 psf Entire Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 3.07 + Seismic (Includes 2.500 Frame Weight) : Wall: 4, Canopy: 1 4:1 E 1.173 psf Entire Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 3.07 + Seismic (Includes 2.500 Frame Weight) : Wall: 4, Canopy: 1 5 E 0.474 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 5 5 E 0.474 psf Spec Fmi Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 5 5 E 0.474 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 5 5 E 0.474 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 5 5 . E 0.474 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 5 5 E 0.427 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 5 ' 5 E 0.427 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 5 5 E 0.427 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 5 5 E 0.427 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 5 5 E 0.427 psf Spec Brc Seismic: Covering Weight -'26 Vee Rib + Secondary Weight 1.42: Wall: 5 6 E 0.395 psf Entire Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.03: Wall: 6 6 E 0.356 psf Entire Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.03: Wall: 6 6:1 E 1.273 psf Entire Frm Seismic: Covering Weight - 26 Panel Rib +' Secondary Weight 2.92 + Seismic (Includes 2.500 Frame Weight) : Wall: 6, Canopy: 1 6:1 E 1.146 , psf Entire Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 2.92 + Seismic (Includes 2.500 Frame Weight) : Wall: 6, Canopy: 1 7 E 0.474 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42 : Wall: 7 7 E 0.474 psf Spec Fmi Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 7 7 E 01474 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 7 7 E 0.474 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 7 7 E 0.474 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 7 7 E 0.427 . psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 7 7 E 0.427 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 7 7 E 0.427 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 7 7 E 0.427 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.42: Wall: 7 7 E 0.427 psf Spec Brc Seismic: Covering Weight = 26 Vee Rib + Secondary Weight 1.42: Wall: 7, 8 E 0.395 psf Entire Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.03: Wall: 8 8 E 0.356 psf Entire Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.03: Wall: 8 8:1 E 1.273 psf Entire Frm Seismic: Covering Weight= 26 Panel Rib + Secondary Weight 2.92 + Seism_ic (Includes 2.500 Frame Weight) : Wall: 8, Canopy: 1 VPC File: CA0400604-O1OE1.vpc VPC Version :S.Oa _ Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 4 of 96 8:1 E 1.146 psf Entire Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 2.92 + Seismic (Includes 2.500 Frame Weight) : Wall: 8, Canopy: 1 9 E 0.508 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.59: Wall: 9 9 E 0.508 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.59: Wall: 9 9 E 0.508 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.59: Wall: 9 9 E 0.508 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.59: Wall: 9 9 E 0.457 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.59: Wall: 9 9 E 0.457 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.59: Wall: 9 9 E 0.457 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.59: Wall: 9 9 E 0.457 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.59: Wall: 9 10 E 0.448 psf Entire Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.29: Wall: 10 10 E 0.403 psf Entire Brc Seismic: Covering Weight - 26 Vee.Rib + Secondary Weight 1.29: Wall: 10. 10:1 E 1.303 psf Entire Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 3.07 + Seismic (Includes 2.500 Frame Weight) : Wall: 10, Canopy: 1 10:1 E 1.173 psf Entire Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 3.07 + Seismic (Includes 2.500 Frame Weight) : Wall: 10, Canopy: 1 11 E 0.497 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.54: Wall: 1 I I 1 E 0.497 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.54: Wall: I I 1 I E 0.497 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.5.4: Wall: I 1 I 1 E 0.497 psf Spec Frm Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.54: Wall: I 1 11 E 0.448 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.54: Wall: 1 I 11 E 0.448 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.54: Wall: 11 1 I E 0.448 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.54: Wall: 11 11 E 0.448 psf Spec Brc Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.54: Wall: 11 A E 0.435 psf Rect - Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.23 : Roof: A A E 0.435 psf Rect Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof: A A E 0.435 psf Rect Frrn Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof: A A E 0.435 psf Rect Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof: A A E 0.500 psf Entire Frm Seismic (Includes 2.500 Frame Weight) : Roof: A A E 0.392 psf Rect Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof: A A E 0.392 psf Rect Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof: A A E 0.392 psf Rect Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof. A A E 0.392 psf Rect. Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof. A A E 0.450 psf Entire Brc Seismic (Includes 2.500 Frame Weight) : Roof. A B E 0.423 psf Rect Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof: B B E 0.423 psf Rect Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof: B B E 0.423 psf Rect Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof: B B E 0.423 psf Rect Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof: B B E 0.500 psf Entire Frm Seismic (Includes 2.500 Frame Weight) : Roof: B B E 0.381 psf Rect Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof: B B E 0.381 psf Rect Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof. B B E 0.381 psf Rect Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof. B B E 0.381 psf Rect Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.17 : Roof: B B E 0.450 .psf Entire Brc Seismic (Includes 2.500 Frame Weight) : Roof: B C E 0.423 psf Rect Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof: C C E 0.423 psf Rect Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof: C C E 0.423 psf Rect Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.17 : Roof: C C E 0.423 psf Rect Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof: C C E 0.500 psf Entire Frm Seismic (Includes 2.500 Frame Weight) : Roof. C C E 0.381 psf Rect Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof: C C E 0.381 psf Rect Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof. C C E 0.381 psf Rect Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof: C C E 0.381 psf Rect Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.17: Roof: C C E 0.450 psf Entire Brc Seismic (Includes 2.500 Frame Weight) : Roof: C D E 0.435 psf Rect Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof: D D E 0.435 psf Rect Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof: D D E 0.435 psf Rect Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof: D D E 0.435 psf Rect Frm Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof: D D E 0.500 psf Entire Frm Seismic (Includes 2.500 Frame Weight) : Roof: D D E 0.392 psf Rect Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof: D D E 0.392 psf Rect Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof: D D E 0.392 psf Rect Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof: D D E 0.392 psf Rect Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.23: Roof: D D E 0.450 psf Entire Brc Seismic (Includes 2.500 Frame Weight) : Roof. D Deflection Conditions Frames are vertically supporting:Metal Roof Purlins and Panels Frames are laterally supporting:Metal Wall Girts and Panels VPC File: CA0400604-01OEl.vpc VPC Version :5.0a Date: 6/9/2004 Calculations. Package Time: 3:02:14 PM Page: 5 of 96 Purlins are supporting:Metal Roof Panels Gins are supporting:Metal Wall Panels Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code and loading information for this specific building site. Desion i.na i rnmhinaHnne _ Fromina No. Ori in Factor Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 1, D + CG + L 2 System 1.333 1.0 D+ 1.0 W1> D+ W1> 3 System 1.333 1.0 D + 1.0 <W 1 D + <W 1 4 System 1.333 1.0 D+ 1.0 W3> D+ W3> 5 System 1.333 1.0 D + 1.0 <W3 D + <W3 6 System 1.333 1.0 D + 1.0 CG + 0.714 E> D + CG + Fj 7 System 1.333 1.0 D + 1.0 CG + 0.714 <E D + CG + <E 8 Special 1.700 0.900 D + 0.900 CG + 2.800.E> D + CG + F> 9 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 10 Special 1.700 1.200 D + 1.200 CG + 2.800 E> D + CG + E> 11 Special 1.700 1.200 D + 1.200 CG + 2.800 <E D + CG + <E 12 System Derived 1.333 1.0 D + 1.0 WP + 1.0 WBI> D + WP + WB1> 13 System Derived 1.333 1.0 D + 1.0 WP + 1.0 <WB I D + WP + <WB i 14 System Derived 1.333 1.0D+I.0CG+0.214F>+0.892EB> D+CG+F>+EB> 15 System Derived i.333 1.0 D + 1.0 CG + 0.214 <E + 0.892 EB> D + CG + <E + EB> 16 Special 1.700 0.900 D + 0.900 CG + 2.800 EB> ✓ D + CG + EB> 17 Special 1.700 1.200 D + 1.200 CG + 2.800 El > D + CG + EB> 18 System Derived 1.333 1.0 D + 1.0 CG + 0.214 F> + 0.892 <EB D + CG + Fj + <EB 19 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 0.892 <EB D + CG + <E + <EB 20. Special 1.700 0.900 D + 0.900 CG + 2.800 <EB ✓ D + CG + <EB 21 Special 1 1.700 11.200 D + 1.200 CG + 2.800 <EB ID + CG + <EB i)rcion i.nnd rnmhinatinnc _ Rrarino No. Origin Factor Application Description 1 System 1.333 1.0 Wl>. Wl> 2. System 1.333 1.0 <WI <WI 3 . System 1.333 0.714 F> E> 4 System 1.333 0.714 <E <E Dation i.nad rnmhinatinnc _ Durlin No. Origin Factor Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 L + CG + L 2 System Derived 1.333 1.0 D+ 1.0 Wl>+ 1.0 WBI> D+ Wl>+ WBI> 3 System Derived 1.333 1.0 D + 1.0 <W2 + 1.0 WBI> + <W2 + WB 1> 4 System Derived 1.333 . 1.0 D+ 1.0 W3>+ 1.0 WB1> D + W3>+ WBI> 5 System Derived 1.333 1.0 D+ 1.0 Wl>+ 1.0 <WBl D + Wl>+<WBI 6 System Derived 1.333 1.0 D + 1.0 <W2 + 1.0 <WB 1 D + <W2 + <WB 1 7 System Derived 1.333 1.0 D+ 1.0 W3>+ i.0 <WB1 D+ W3>+<WB1 8 System Derived 1.333 1.0 D + 1.0 CG + 0.714 EB> D + CG + EB> 9 System Derived 1.700 1.200 D + 1.200 CG + 1.0 EB> D + CG + EB> 10 System Derived 1.333 1.0 D + 1.0 CG + 0.714 <EB D + CG + <EB 11 System Derived 1 1.700 11.200 D + 1.200 CG + 1.0 <EB D + CG + <EB Design Lnad rnmhinatinnc - Girt No. Origin Factor Application Description I System Derived 1.333 1.0 Wl>+ 1.0 WBI> Wl>+ WBI> 2 System Derived 1.333 1.0 <W2 + 1.0 WB I> <W2 + WBI> 3 System Derived 1.333 1.0 W3> + 1.0 WB I> W> + WBI> 4 System Derived 1.333 1.0 <W4 + 1.0 WB I> <W4 + WBI> 5 System Derived 1.333 1.0 WI > + 1.0 <WB 1 Wl> + <WBI 6 System Derived 1.333 1.0 <W2 + 1.0 <WB 1 W2 + <WB 1 7 System Derived 1.333 1.0 W3> + 1.0 <WB 1 W> + <WB I 8 System Derived 1.333 1.0 <W4 + 1.0 <WB 1 <W4 + <WB1 9 System Derived 1.333 0.714 EB> EB> 10 System Derived 1 1.333 10.714 <EB <EB Load Combinations - Roof - Panel 1 System 1 1.000 11.0 D+ 1.0 L 1D+ L VPC File:CA0400604-O I OEI.vpc VPC Version :5. Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 6 of 96 System 1.333 1.0 D+ 1.0 Wl> System 1.333 I.0 D+ 1.0 <W2 System 1.333 1.0 D+ I.0 W3> Design Load Combinations - Wall - Panel + Wl> +<W2 + W3> No. Origin I Factor I Application Description 1 2 I System System 1 1.333 1.333 1.0 Wl> 1.0 <W2 Pl> J<W2 Deflection Load Combinations - Framine No. Origin Factor Def H Def V Application Description 1 System 1.000 60 0 0.700 Wl> Wl> 2 System 1.000 60 0 0.700 <W 1 <WI 3 System 1.000 60 0 0.700 WP WP 4 System 1.000 60 0 0.700 W3> W> 5 System 1.000 60 0 0.700 <W3 <W3 6 System 1.000 60 0 0.600 F> E> 7 1 System 1 1.000 1 60 1 0 10.600 <E I<E Deflection Load Combinations - Girt No. Origin Factor Deflection Application Description 1 System 1.000 1 120 0.700 WI> W1> 2 System 1.000 120 '120 0.700 <W2 <W2 3 Sys rn 1.000 Partial Live, Full, 2 Spans 0.700 W3> W3> Load Type Descriptions D Material Dead Weight C Collateral Load CG Collateral Load for Gravity Cases CU Collateral Load for Wind Cases L Live Load ASL^ Alternate Span Live Load, Shifted Right ^ASL Alternate Span Live Load, Shifted Left PL2 Partial Live, Full, 2 Spans S Snow Load us]* Unbalanced Snow Load 1, Shifted Right *USI Unbalanced Snow Load 1, Shifted Left US2* Unbalanced Snow Load 2, Shifted Right *US2 Unbalanced Snow Load 2; Shifted Left -SD Snow Drift Load SS Sliding Snow Load RS Rain Surcharge Load PFI Partial Load, Full, 1 Span PHI Partial Load, Half, I Span PF2 Partial Load, Full, 2 Spans PH2 Partial Load, Half, -2 Spans W Wind Load Wl> Wind Load, Case 1, Right <WI Wind Load, Case 1, Left W2> Wind Load, Case 2, Right <W2 Wind Load, Case 2, Leff W3> Wind Load, Case 3, Right <W3 Wind Load, Case 3, Left W4> Wind Load, Case 4, Right <W4 Wind Load, Case 4, Left W5> Wind Load, Case 5, Right <W5 Wind Load, Case 5, Left W6> Wind Load, Case 6, Right <W6 Wind Load, Case 6, Left WP + Wind Load, Parallel to Ridge WPR Wind. Load, 11 Ridge, Right WPL Wind Load, 11 Ridge, Left WPAI Wind Parallel - Ref A, Case 1 WPA2 Wind Parallel - Ref A, Case 2 WPBI Wind Parallel - Ref B, Case 1 WPB2 Wind Parallel - Ref B, Case 2 WPC1 Wind Parallel - Ref C, Case 1 WPC2 Wind Parallel - Ref C, Case 2 WPDI Wind Parallel - Ref D, Case 1 WPD2 Wind Parallel - Ref D, Case 2 WB1> Wind Brace Reaction, Case 1, Right <WB1 Wind Brace Reaction, Case 1, Left WB2> Wind Brace Reaction, Case 2, Right <WB2 Wind Brace Reaction, Case 2, Left WB3> Wind Brace Reaction, Case 3, Right <WB3 Wind Brace Reaction, Case 3, Left WB4> Wind Brace Reaction, Case 4, Right <WB4 Wind Biace Reaction, Case 4, Left WB5> Wind Brace Reaction, Case 5, Right <WB5 Wind Brace Reaction, Case 5, Left WB6> Wind Brace Reaction, Case 6, Right <WB6 Wind Brace Reaction, Case 6, Left E Seismic Load F> Seismic Load, Right <E Seismic Load, Left EG Vertical Seismic Effect EG+ Vertical Seismic Effect, Additive EG- Vertical Seismic Effect, Subtractive EB> Seismic Brace Reaction, Right <EB Seismic Brace Reaction, Left FL Floor Live Load FL* Alternate Span Floor Live Load, Shifted Right *FL Alternate Span Floor Live Load, Shifted Left FD Floor Dead Load AL Auxiliary Live Load AL*> Auxiliary Live Load, Right, Right *AL> Auxiliary Live Load, Right, Left <AL* Auxiliary Live Load, Left, Right <*AL Auxiliary Live Load, Left, Leff AL* Aux Live, Right *AL Aux Live, Left AL*>(1) Auxiliary Live Load, Right, Right, Aisle 1 *Ah(1) Auxiliary Live Load, Right, Left, Aisle 1 <AL*(l) Auxiliary Live Load, Left, Right, Aisle 1 <*AL(1) Auxiliary Live Load, Left, Left, Aisle 1 AL*(1) Aux Live, Right, Aisle 1 *AL(]) Aux Live, Left, Aisle l AL*>(2) Auxiliary Live Load, Right, Right, Aisle 2 *AL>(2) Auxiliary Live Load, Right, Left, Aisle 2 <AL*(2) Auxiliary Live Load, Left, Right, Aisle 2 VPC File:CA0400604-01OEl.vpc VPC Version :5.Oa Y ' r s Date: 6/9/2004 Calculations Package. Time: 3:02:14 PM , 1 Page: 7 of 96 <*AL(2) Auxiliary Live Load, Left, Left, Aisle 2 AL*(2) Aux Live, Right, Aisle 2 ' *AL(2) Aux Live, Left, Aisle 2 a AL*>(3) , Auxiliary Live Load, Right, Right, Aisle 3 *AL>(3) Auxiliary Live Load, Right, Left, Aisle 3 <AL*(3). Auxiliary Live Load, Left, Right, Aisle 3 <*A43) Auxiliary Live Load, Left, Left, Aisle 3 AL*(3) Aux Live, Right, Aisle 3 *AL(3) Aux Live, Left, Aisle 3 AL*>(4) Auxiliary Live Load, Right, Right, Aisle 4 *AL>(4) Auxiliary Live Load, Right, Left, Aisle 4 <AL*(4) Auxiliary Live Load, Left, Right, Aisle 4 <*AL(4) Auxiliary Live Load, Left, Left, Aisle 4 AL*(4) Aux Live, Right, Aisle 4 *AL(4) Aux Live, Left, Aisle 4 AL*>(5) Auxiliary Live Load, Right, Right, Aisle 5 *AL>(5) Auxiliary Live Load, Right, Left, Aisle 5 <AL*(5) Auxiliary Live Load, Left, Right, Aisle 5 i <*AL(5) Auxiliary Live Load, Left, Left, Aisle 5 AL*(5) Aux Live, Right, Aisle 5 ' *AL(5) Aux Live, Left, Aisle 5 ALB - Aux Live Bracing Reaction ALB> Aux Live Bracing Reaction, Right <ALB Aux Live Bracing Reaction, Left " WALB> Wind, Aux Live Bracing Reaction, Right <WALB Wind, Aux Live Bracing Reaction, Left r_ ALB>(1) Aux Live Bracing Reaction, Right, Aisle 1 <ALB(l) Aux Live Bracing Reaction, Left, Aisle 1 WALB>(1) Wind, Aux Live Bracing Reaction, Right, Aisle 1 <WALB(1) Wind, Aux Live Bracing Reaction, Left, Aisle 1 ALB>(2) Aux Live Bracing Reaction, Right, Aisle 2 <ALB(2) Aux Live Bracing Reaction, Left, Aisle 2 WALB>(2) Wind, Aux Live Bracing Reaction, Right, Aisle 2 <WALB(2) Wind, Aux Live Bracing Reaction, Left, Aisle 2 ALB>(3) Aux Live Bracing Reaction, Right, Aisle 3 <ALB(3) Aux Live Bracing Reaction, Left, Aisle 3 WALB>(3) Wind, Aux Live Bracing Reaction, Right, Aisle 3 <WALB(3) Wind, Aux Live Bracing Reaction, Left, Aisle 3 ALB>(4) Aux Live Bracing Reaction, Right, Aisle 4 <ALB(4) Aux Live Bracing Reaction, Left, Aisle 4 i WALB>(4) Wind, Aux Live Bracing Reaction, Right, Aisle 4 <WALB(4) Wind, Aux Live Bracing Reaction, Left, Aisle 4 ' ALB>(5) Aux Live Bracing Reaction, Right, Aisle 5 <ALB(5) Aux Live Bracing Reaction, Left, Aisle 5 WALB>(5) Wind, Aux Live Bracing Reaction, Right, Aisle 5 <WALB(5) Wind, Aux Live Bracing Reaction, Left, Aisle 5 WALB Wind, Aux Live Bracing Reaction AD Auxiliary Dead Load UO User Defined Load_ U1 User Defined Load - 1 U2 User Defined Load - 2 U3 User Defined Load - 3 U4 User Defined Load - 4 U5 User Defined Load - 5 1 U6 User Defined Load - 6 U7 User. Defined Load - 7 U8 User Defined Load - 8 , U9 User Defined Load - 9 UB User Brace Reaction UB1 User Brace Reaction - 1' ' + UB2 User Brace Reaction - 2 UB3 User Brace Reaction - 3 UB4 User Brace Reaction - 4 UB5 User Brace Reaction - 5 UB6 User Brace Reaction - 6 UB7 User Brace Reaction - 7 UB8 User Brace Reaction - 8 UB9 User Brace Reaction - 9 j R Rain Load T Temperature Load V Shear i j Y VPC File:CA0400604-010El.vpc VPC Version :5.Oa ' 9 r VPC File:CA0400604-010El.vpc VPC Version :5.Oa ' Q —1 M Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 8 of 96 . Q Q p VPC File:CA0400604-01OEl.vpc VPC Version :5.Oa 10 ,2 6 8 2 4 VPC File:CA0400604-01OEl.vpc VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 9.6f 96, 5EllSuEm�mary a o; DESCRIPTION: Diagonal Roof Bracing is typically used by VP 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: VP 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 VP Buildings is 65 ksi Structural Steel. Angle bracing is typically -50 ksi steel, tube bracing is 46 ksi, and moment frames are typically designed and constructed from 50 'ksi steel. Shape : BARN Loads and Codes - Shape: BARN City: PARADISE County: Butte State: California Country: United States Building Code: 1997 Uniform Building Code Built Up:89AISC Rainfall: 4.00 in per hour Building Use: Standard Occupancies Cold Form: 89AISI Allow. Overstress: Frm: 1.03, Sec: 1•.03, Brci 1.03 Dead and Collateral Loads Live Load Collateral Gravity:0.00 psf Roof Covering + Second. Dead Load: Varies Live Load: 20.00 psf Reducible Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf LL for Below Eave Canopy:N/A Wind Load Snow Load Seismic Load Wind Speed: 80.00 mph Ground Snow.Load: 0.00 psf Seismic: Zone 3 Wind Exposure (Factor): C (1:057) Design Snow (Sloped): 0.00 psf Seismic Importance: 1.000 Parts Wind Exposure Factor:'1.057 Snow Exposure Category (Factor): 1 Fully Exposed Framing Seismic Period: 0.2239 (1:00) Wind Enclosure: Enclosed Snow Importance: 1.000Bracing Seismic Period: 0.1279- Wind Importance Factor: 1.000 Ground / Roof Conversion: 1.00 Framing R -Factor: 4.5000 Base Elevation: 0/0/0 % Snow Used in Seismic: 0.00 Bracing R -Factor: 5.6000 . Primary Zone Strip Width: N/A Seismic Snow Load: 0.00 psf Soil Profile Type: Stiff soil (D, 4) Parts / Portions Zone Strip Width:. 4/01/0 Frame Redundancy Factor: 1.0000" Basic Wind Pressure: 17.32, psf Brace Redundancy Factor:1.2491 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.1800 Deflection Conditions Frames are vertically supporting:Metal Roof Purlins and Panels Frames are laterally supporting: Metal Wall Girts and Panels Purlins are supporting:Metal Roof Panels Gins are supporting:Meta] Wall Panels Per Article,2.9 in the Builder. Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer, to obtain all code and loading information for this specific building site.. Design Load Combinations-Bracin No. Origin Factor Application Descrition 1. System 1.333 1.0 Wl> Wl> 2 .. System 1.:333 1.0<W] Wl 3 System 1.333 0.714 F>Fj 4 System 1.333 .0.714 <E E" ' J _ . Date: 6/9/2004' Calculations Package Time: 3:02:14 PM • Page: 10 of 96 Diannnal Rrnrino MPmhnr r)Pc;an Cn:n u....r A Mem. Bracing Length Angle Design Seismic Stress Stress � Design Comment No. Shape ft t Axial t Factor ' a Load Case Status i Diannnal Rrnrino MPmhnr r)Pc;an Cn:n u....r A Mem. Bracing Length Angle Design Seismic Stress Stress Goveming Design Comment No. Shape ft OK, tensile fracture of web OK => passed Axial Factor Factor Ratio Load Case Status 1 R0.375 24.03 38.4 -1.31 1.000 1.3333 0.338 LOW1> passed 2 R0.375 24.03 38. -1.31 .1.000 1.3333 0.338 1.0<Wl assed Mem. End Diagonal Connection Design Information 1 LeftSlot: F = 1.31 k, E factor = 1.000, stress increase = 1.333, slot offset= 2.0Oin:, web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot: F = 1.31k,.E factor = 1.000, stress increase = 1.333, slot offset = 2.0Oin., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed 2 Left Slot: F = 1.31k, E factor = 1.000, stress increase =.1.333, slot offset = 2.O0in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot: F= 1.31k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed VPC File: CA0400604-0 I OE l.vpc VPC Version :5.Oa • ,r 1 Dater 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 11 of 96 ncae.,si R—A.,., rao.;.►.o. nom:..., a....., v ra Mem. Bracing Length I Angle Design Seismic Stress Stress Governing Design Comment No. Shape ft OK, tensile fracture of web OK => passed Axial Factor Factor Ratio Load Case Status 7 1 R 0.375 25.31 39.8 -2.39 1.000 1.3333 0.616 1.0<W l passed 2 R 0.375 25.31 39.8 -2.39 1.000 1.3333 0.616 LOW 1>passed Mem. • End Diagonal Connection Design Information 1 Left Slot: F = 2.39k, E factor = 1.000, stress increase = 1.333, slot offset = 2:00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot: F = 2.39k, E factor = 1.000, stress increase = 1.333_, slot offset=.2:OOiri., web/flange weld OK; web direct shear OK, web punching shear OK, tensile fracture of web OK => passed 2 Left Slot: F = 2.39k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in.,Jweb/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right lot: F = 2.39k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed VPC File: CA0400604-0 I OE I.vpc VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 12 of 96 i. i . iliaannal R—Ann M—h— Mem. Bracing Lengthl Angle Design. Seismic I I Stress Stress Governing Design Comment No. Shape ft OK, tensile fracture of web OK => passed Axial W Factor Factor I Ratio Load Case Status 1 R 0.375 25.31 39.8 2.40 1.000 1.3333 0.617 1.OW 1> passed . 2 R 0.375 25.31 39.8 2.40 ] .000 1.3333 0.617 1.0<W 1 passed Mem. End Diagonal Connection Design Information 1 Left lot: F = 2.40k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right lot: F = 2.40k, E factor =1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed 2 Left lot: F = 2.40k, E factor = 1.000, stress' increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot: F = 2.40k, E factor = 1.000, stress increase = 1.333; slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear K, tensile fracture of web OK => passed } r , VPC File:CA0400604-01OEl.vpc VPC Version :5.Oa t . r Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 13 of 96 F 6 Ili.,; 1 Rr , n M—h— In—'— R....... . D--rT ' s 1 Angle I Design Seismic Stress Stress Governing I P Y No. Shape ft OK, tensile fracture of web OK => passed Axial Factor Factor Ratio Load Case' X 1 6 Ili.,; 1 Rr , n M—h— In—'— R....... . D--rT ' Mem. s Length Angle I Design Mem. Bracing Length Angle I Design Seismic Stress Stress Governing I Design Comment No. Shape ft OK, tensile fracture of web OK => passed Axial Factor Factor Ratio Load Case' Status 1 'R 0.375 24.03 38. -1.31 1.000 1.3333 0.338 LOW 1> passed 2 R 0.375 24.03 38.4 . -1.311 1.000q 1.33331 0.338 .1.0<W 1 Rassed Mem: End Diagonal Connection Design Information, I ' Left Slot: F = 1.31 k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot: F = 1.3lk, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed 2 Left Slot: F = 1.31 k, E factor = 1.000, stress increase = 1.333, slot offset= 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK,tensile fracture of web OK => passed Right Slot: F = 1.3lk, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK=> passed r I ' a r VPC File: CA0400604-01 OEI.vpc VPC Version :5.Oa Date: 6/9/2004 Calculations Package Tine: 3:02:14 PM Page: 14 of 96 E t x � t VPC File:CA0400604-OIOE1.vpC VPC Version :5. Oa ' Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 15 of 96 7 4 Diagonal Bracing Member Desi n Summa : Sidewall 6 Mem. Bracing. a Angle Design Seismic Stress Stress Governing Design Comment No. Mem. Bracing. Length Angle Design Seismic Stress Stress Governing Design Comment No. Shape ft punching shear OK, tensile fracture of web OK => passed Axial Factor Factor Ratio Load Case Status 1 R0.625 24.04 35.2 -7.22 1.0000 1.3333 0.669 1.0<Wl passed OK, tensile fracture of web OK => passed , 2 R0.625 24.0 35.2 -7.22 1 -0000 1.3333 0.669 I.OWI> passed 3 R0.375 20.26 12.3 -3.56 1.0000 1.3333 0.915 1.0<Wl passed 4 R0.375 20.2q 12.3 -3.5 ' 1.0000 1.33331 0.915 LOW1> passed Mem.1 End. I Diagonal Connection Design Information 1 Left Slot w/ Back pl: F = 7.22k, E factor =1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot w/ Back pl: F = 7.22k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed 2 Left Slot w/ Back pl: F = 7.22k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot w/ Back pl: F = 7.22k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web 6unching shear OK, tensile fracture of web OK => passed 3 Left Slot: F = 3.56k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed , Right Slot: F = 3.56k, E factor = 1.000; stress increase ='1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear K, tensile fracture of web OK => passed 4 Left Slot: F = 3.56k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot: F = 3.56k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, ,tensile fracture of web OK => passed VPC File:CA0400604-0I0EI.vpc VPC Version :5.Oa Date: 6/9%2004 Calculations Package Time: 3:02:14 PM Page: 16 of 96 r - Mem. Bracing Length g 0 3 Stress I Stress Governing, Design 3 5 Shape ft punching shear OK, tensile fracture of web OK => passed Axial Factor Factor Ratio Load Case Status 1 R0.625 24.04 35.2 t 1.0000 1.3333 0.669 Y passed OK, tensile fracture of web OK => passed 2 R 0.625 24.04 .35. 7.22 1.000 .1.3333 0.669 1.0<W 1 passed 3 R0.375 20.26 Mem. Bracing Length Angle Design • Seismic Stress I Stress Governing, Design Comment No. Shape ft punching shear OK, tensile fracture of web OK => passed Axial Factor Factor Ratio Load Case Status 1 R0.625 24.04 35.2 -7.22 1.0000 1.3333 0.669 1.OW1> passed OK, tensile fracture of web OK => passed 2 R 0.625 24.04 .35. 7.22 1.000 .1.3333 0.669 1.0<W 1 passed 3 R0.375 20.26 12.3 -3.55 1.0000 1.3333 0.915 1.OW1>, passed 4 R0.375 20.26 12.3 -3.55 1.000 '' 1.3333 0.915 1.0<Wl passed Mem.1 End I Diagonal Connection Design Information 1 Left Slot w/ Back pl: F = 7.22k, E factor =1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot w/ Back pl: F = 7.22k, E factor= 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed 2 Left Slot w/ Back pl: F = 7.22k, E factor =1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed ;. Right Slot Slot w/ Back pl: F = 7.22k, E factor =1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web shear OK, tensile fracture of web OK => passed 3 Left Slot: F = 3.55k, E factor= 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed Right Slot: F = 3.55k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web.direct shear OK, web punching shear OK tensile fracture of web OK => passed 4 Left Slot: F = 3.55k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK — passed Right Slot: F = 3.55k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed VPC File: CA0400604-01OEl.vpc VPC Version :S.Oa i 9 Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 17 of 96 r VPC File:CA0400604-01 OE I.vpc VPC Version :5.Oa Date: 6/9/2004 CalculadonS Package Time:, 3:02:14 PM Page:,_ 18 of 96 Seco Loads and Codes - Shape: BARN R City:- PARADISE County: Butte State: California Country: United States Building Code: 1997 Uniform Building Code Built Up: 89AISC Rainfall: 4.00 in per hour Building Use: Standard Occupancies Cold Form: 89AISI Allow. Overstress: Frm: 1.03, Sec: 1.03, BTC: 1.03 Dead and Collateral Loads 'Live Load 'Collateral Gravityi0.00 psf Roof Covering + Second. Dead Load: Varies Live Load: 20.00 psf Reducible Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf - LL for Below Eave Canopy:N/A Wind Load Snow Load Seismic Load Wind Speed: 80.00 mph Ground Snow Load: 0.00 psf Seismic: Zone 3 , rd Exposure (Factor): C (1.057) Design Snow (Sloped): 0.00 psf Seismic Importance: 1.000 t Parts Wind Exposure Factor: 1.057 Snow Exposure Category (Factor): I Fully Exposed Framing Seismic Period: 0.2239 (1.00) Wind Enclosure: Enclosed Snow Importance: 1.000 Bracing Seismic Period: 0.1279 Wind Importance Factor: 1.000 Ground / Roof Conversion: 1.00 Framing R -Factor: 4.5000 Base Elevation: 0/0/0 % Snow Used in Seismic: 0.00 Bracing R -Factor: 5.6000 Primary Zone Strip Width: N/A Seismic, Snow Load: 0.00 psf Soil Profile Type:. Stiff soil (D, 4) Parts / Portions Zone Strip Width: 4/0/0 Frame Redundancy Factor:1.0000 Basic Wind Pressure: 17.32 psf Brace Redundancy Factor:1.2491 Frame Seismic Factor (Cs): 0.2000 l Brace Seismic Factor (Cs): 0.1800 Pei Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or, Project Engineer to obtain all code and loading information for this specific building site. Dpciun Lnnd ('nmhinaNnne - Durlin > I t No. Origin Factor. Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 2 ' System Derived 1.333 1.0 D+ 1:0 Wl>+ 1.0 WBl>Wl> D + + WB 1> 3 System Derived .1.333 1.0 D + 1.0 <W2 + 1.0 WB 1> <W2 4. _ .. System.Derived :. 1.333 1:0 D+ 1.O W3>+ ,.6 WB1> , ; .` _.. '. D+. W3>.+.Wgl> 5 System Derived 1.333 1.0D+1.0W1>+1.0<WB1 'D+WI>+<WBI W1>+<WBI 6 System Derived 1.333 1.0 D + 1.0 <W2 + 1.0 <WBI D +'<W2 +:<WB l 7 System Derived •. 1.333 1.0D+1.0W3>+1.0<WB1 D+W3>+<WBI 8 System Derived 1.333 1.0 D + 1.0 CG + 0.714 EB> D + CG + EB> 9. System Derived 1.700 1.200 D + 1.200 CG + 1.0 EB> D+CG+EB> 10 System Derived 1.333 1.0 D + 1.0 CG + 0.714 <EB D + CG + <EB 11 1 System Derived 1.700 11.200 D + 1.200 CG + 1.0 <EB D + CG + <EB Desivn road rnmhinwH... - M -t No. Origin Factor Application Description 1 System Derived 1.333 1.0 WI>+ 1:0 WBI> , Wl>+ WBl> 2 System Derived 1.333 1.0 <W2 + 1.0 WBl> <W2 + WBl> 3 System Derived 1.333 1.0 W3>+ 1.0 WBl> W3>+ WB1> 4 - System Derived 1.333 1.0 <W4 + 1.0 WB I> <W4 + WB I> 5 System Derived 1.333 1.0 W1>+1.0<WBI. W1>+<WBI 6 System Derived 1.333 1.0 <W2 + 1.0 <WB1 <W2 +<WBI 7 System Derived 1.333 1.0 W3>+1.0<WB1 W3>+<WB1 8 System Derived 4 1.333 1.0 <W4 + 1.0 <WB14 <W + <WB 1 W 9 System Derived 1.333 0.714 EB> 10 System Derived 1.333 10.714. <EB <EB DeOrrtinn i-.nad No. Origin Factor Deflection Application Description 1 System 1.000 120 0.700W]> 1> 2 System 1.000 120 0.700 <W2 VV2 3 System 1.000 120 0.700 W3> 3> _ Date: 6/9/2004 ' f Calculations Package Time: 3:02:14 PM Page: 19 of 96 "Wall : 1 41 r • I 3 ' 1 Dimension Key 1 4'-2" 2 Y-3 1/4" 3 1'-3 3/4" 4 4'4" MaYim1jm.SPrnnf1nr r)ncionc fnr Ch— RADN ..., C: d., 7 VPC File: CA0400604-01OEl.vpc VPC Version :5. Oa' Detail Exterior Interior Exterior, Des Len Description Design Lap % % % % Ld Lap % % % % Ld % % % _ % Ld. Lap Id ft Status in. Bnd Shr Cmb Wcp Cs (in.) Bnd Shr Cmb wcP Cs Bnd Shr Cmb We . Cs (in. 1,1 7.44 8.500.059 C Sim Yes 0 0.10 0.04 0.10 0.00 2 2,1 7.44 8.500.059 C Sim Yes 0 0.10 0.04 0.10 0.00 2 3,1 4.33 8.500.059 C Sim Yes 0 0.03 0.00 0.03 0.00 1 4,1 4.33 8.500.059 C Sim Yes 0 0.04 0.00 0.04 0.00 3 5,1 6.33 8.500.059 C Sim Yes r 0 0.00 0.00 0.00 0.00 1 " VPC File: CA0400604-01OEl.vpc VPC Version :5. Oa' Date: 6/9/2004 Calculations Package Time: 3:02:14 PM ' Page: 20 of 96 1 2.3 7;1 1 '0301 8.500.059 Z Sim 1 Yes 1 0 1 1 1 1 I 1 10.04 10.00 10.04 10.00 111 I 1 1 1 1 1 Maximum Secondary Deflections for Shape BARN on Side 1 Design Id Segment Deflection in. Ratio Location ft Load Case Description 0.00 ( U4887) 4.00 .1 Wj> 1 0.00 ( U4887) 4.00 1 W I> 1 - - - E541 1 1 1 0.32 ( U565) 7.50 1 W1> 1 - 1. Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 21 of 96 Wall: 3 ' Y y ' 1 } Dimension Key 1 4'-2" 2 3'-31/4" 3 2'-6 3/4" 4 2'-51/4" 5 4'-4" Maxlmlim 3vrnnd— TU.;... G— Qh--- D ADN eea,, i f Des Len Description Design Detail Lap Exterior Interior Exterior . % % % . % Ld Lap % % - % % jLdj % % % % Ld Lap Id ft Status in. , Bnd Shr Cmb Wcp Cs in. Bnd Stir, Cmb Wcp I Cs I Bnd Shr Cmb Wcp Cs in. 1,1 7.44 8.50x0.059 C Sim Yes 0 0.10 0.04 0.10 0.00 2 2,1 7.44 8.50x0.059 C Sim Yes 0 { 0.10 0.04 0.10 0.00 2 3,1 4.33 8.500.059 C Sim Yes 0 0.04 0.00 0.04 0.00 3 4,1 4.331 8.50x0.059CSim Yes . 0 E 0.03 0.00 0.03 0.00 ,1 VPC File:CA0400604-010EI.vpc VPC Version :5.Oa _ Date: 6/9/2004 Calculations Package Time: 3:02:14 PM • Page: 22 of 96 5,1 6.33 8.50x0.059 C Sim Yes 0 0.00 0.00 0.00 0.00 1 6,1 15.00 8.50x0.059 Z Sim Yes 0 0.59 0.00 0.59 0.00 1 7,1 2.33 8.50x0.059 Z Sim Yes 0 0.04 0.00 0.04 0.00 1 Maximum Secondary Deflections for Shape BARN on Side 3 Design Id Segment Deflection in. Ratio Location ft Load Case Description 1 1 0.00 (U4887) 4.00 1 WI> 2 I 0.00 (U4887) 4.00 1 WI> 3 1 - 4 5 1 - 6 1 0.32 (U565) 7.50 1 WI> 7 VPC File:CA0400604-01 OE 1.VPc VPC Version :5.0a %fAr7- Date: 6/9/2004 Calculations Package gime:3:02:14 PM • Page: 23 of 96 Wallc4 � © Q r � , Dimension Key 1 6" i 2 4'-2" 3 Y-3 1/4" 4 2'-6 3/4" 5 4,-0" 6 3,-0" 'Maximum Seconds ' Desi ns for Sha a BARN on Side 4 Des Len Description Design Detail Lap Exterior Interior Exterior % % % %' Ld Lap % % % % Ld % % % % Ld Lap Id ft Status in. Bnd Shr Cmb We Cs in. Bnd Shr Cmb I Wcp Cs Bnd Shr Cmb Wcp Cs in. 1,1 19.50 8.50x0.059 C Sim Yes 0, 0.73 0.00 0.73 0.00 l 1,2 19.50 8.500.059 C Sim Yes 0 0.73 0.00 0.73 0.00 1 2,1 3.27 8.500.059 C Sim Yes 0 0.01 0.00 0.01 0.00 2 3,1 4.00 8.500.059 C Sim Yes 0 0.00 0.00 0.00 0.00 1 4,1 19.50 8.500.059 Z Sim Yes 0 0.55 0.00 0.55 0.00 1 4,2 19.50 8.500.059 Z Sim I Yes 1 0 0.55 0.00 0.55 0.00 1 Maximum Secondary Deflections for Shape BARN on Side 4 Design Id Se Deflection(in.), Deflectio in. Ratio " ft Location Load Case Description 1 1 0.71 (U330) 9.50 1 Wl> I 2 0.71 ( U330) 29.50 1 Wl> 2 1 - - 3 1 4 1 " 0.48 ( U485) 9.50 1 � w l> 4 2 0.48 U485 29.50 Wl> t I , VPC File:CA0400604-OlOEl.vpc VPC Version :5.Oa Date: 6/9/2004 Calculations.Package Time: 3:02:14 PM Page: 24 of 96 Wall : 5 } a r Dimension Key 1 4'-2" 1 2 '3'-31/4" 3 1'-3 3/4" 4 Y -O" Maximum Secandary Designs far Shane RARN nn Lido G Detail Exterior Interior Exterior Des Len Description Design Lap % % % % Ld Lap % % % % Ld % %° % % Ld Lap Id ft Status in. Bnd Shr Cmb. We Cs in. Bnd Shr Cmb We Cs Bnd Shr Cmb We Cs in. 1,1 17.44 8.50x0.065 C Sim Yes 0 0.89 0.10 0.89 0.00 2 2,1 9.00 8.50x0.059 C Sim Yes 0 0.95 0.00 0.15 0.00 1 3,1 9.00 8.50x0.059 Z Sim Yes 0 0.18 0.00 0.18 0.00 1 4,1 9.00 8.50x0.059 Z Sim Yes 0 0.21 0.00 0.21 0.00 1 5,1 9.00 8.50x0.059 Z Sim Yes 0 0.21 0.00 0.21 0.00 1 6,1 12.00 8.50x0.059 C Sim Yes 0 0.13 0.00 0.13 0.00 1 7, i 29.02 8.50x0.105 ZC Sim Nest Yes 0 0.98 0.00 0.98 0.00 1 81 4.55 8.50x 059 C Sim Yes 0 0.02 0.00 0:02 0.00 2 9,1 3.00 8.50x0.059 C Sim Yes 0 0.00 0.00 0.00 0.00 1 10,1 3.00 8.SOx0.059CSim Yes 0 0.00, 0.00 0.00 0.00 1 0. VPC File: CA0400604-01OEl.vpc . VPC Version :S.Oa , VPC File: CA0400604-01OEl.vpc . VPC Version :S.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM ' Page: 25 of 96 5 Maximum R.—d— naflarfinnc f— S6ono RAR1V nn 4idn G Design Id Segment . Deflection in. Ratio . Location fl Load Case Description 1 1 0.99 ( U210) 8.50 1 Wl> 2 1 0.00 ( U3545 ) 4.50 1 Wl> { 3 1 0.03 -, (U3285) 4.50 l Wl> 4 1 0.04 ( U2784) 4.50 A Wl> 1 5 1 0.04 (U2784) 4.50 (I Wl> 6 1 0.05 (U3050) 6.00 l Wl> 7 1 2.52 ( LJ143) 15.00 1 Wl> + 8 ,9 1 -• 10 1 - _ it 1 0.00 U4582 4.50 1 W1> f ' t • f 5 l f • _ Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 26 of 96 Wall: 6 Q t , Dimension Key ' 1 "6" 2 4'-2„ r 3 'T-3 1/4" 4 l'-5 3/4" 5 3'-6 1/4" 6 6 3/4" " Des Len Description Design Detail Lap Load Case Description Exterior 1 0.61 ( U386 ), Interior 1 Wl> l . 1 -2 Exterior ( L386) % % % % Ld Lap % % % % Ld % % % % Ld Lap Id fl 0.53 Status in. Bnd Shr Cmb WCp Cs (in: Bnd Shr Cmb Wcp Cs Bnd Shr Cmb Wcp Cs 4 1,1 19.50 8.500.059 C Sim Yes 0 W1> 0.62 0.00 0.62 0.00 1 1,2 19.50 8.500.059 C Sim Yes 0 0.62 0.00 0.62 0.00 1 2,1 19.50 8.500.059 Z Sim Yes 0 0.74 0.00 0.74 0.00 2,2 19.50 8.500.059 Z Sim Yes 0 0.74 0.00 0.74 .0.00 ,1 1 3,1 19.50 8.500.059 Z Sim Yes 0 0.60 0.00 0.60 0.00 1 3,2 19.50 8.500:059 Z Sim Yes 0 0.60 0.00 0:60 0.00 l 4,1 19.50 8.50x0.120 C Sim Yes 0 0.23 0.00 0.92 0.00 1 4,2 19.50 8.500.059 C Sim Yes 0 0.44 0.00 0.82 0.00 1. 5,1 19.50 8.500.059 Z Sim Yes 0 0.40 0.00 0.40 0:00. 1 5,2 19.50 8.500.059 Z Sim Yes 0 1 0.40 0.00 0.40 0.00 1 Maximum gPCnnd%m ilaOortinnc fn, Sha..o RAUN -- C!.A- c Design Id Segment Deflection in. Ratio Location fl Load Case Description 1 1 0.61 ( U386 ), 9.50 1 Wl> l . 1 -2 0.61 ( L386) 29.00 1 . W1> 2 1 0.65 (U358) 9.50 1 Wl> 2 • 2 0.65 ( U358 ) 29.00 1 W1> 3 1 0.53 (U442 ) 10.00 1 Wl> 3 2 0.53 (U442) 29.50. 1 Wl> 4 1 0.21 ( L1113) 10.00 1 W1> 4 2 0.43 (U544) 29.00 1 W1> VPC File: CA0400604-01OEl.vpc VPC Version :S.Oa i , I Date: 6/9/2004 Calculations Package Time: 3:02:14 PM • Page: 27 of 96 5 I 2 I 0.35 I ( U660) I 295 0 I ,1 I WI> VPC File: CA0400604-01OEl.vpc VPC Version :5.0a Wall:7 i 1 Calculations Package Date: 6/9/2004 Time: 3:02:14 PM Page: 28 of 96 s Dimension Key 1 4'-2" 2,3'-3 1/4" 3 1'-3 3/4" 4 3'-0" Maximum Secondary Designs for Sha a BARN on Side 7 Detail Des Id Lzn ft Description Design Status Lap in. Exterior % % % %Ld Lap Bnd Shr Cmb We Cs in. I . Interior % % % % Ld Bnd Shr Cmb Wcp Cs Exterior % % % % Ld Lap Bnd Shr Cmb Wcp Cs in. 1,1 17.44 8.50x0.065 C Sim Yes 0 0.89 0.10 0.89 0.00 2 2,1 9.00 8.50x0.059 C Sim Yes 0 x 0.15 0.00 0.15 0.00 1 3,1 9.00 8.50x0.059 Z Sim Yes 0 0.18 0.00 0.18 0.00 1 4,1 9.00 8.50x0.059 Z Sim Yes 0 0.21 0.00 0.21 0.00 1 c 5,1 9.00 8.50x0.059 Z Sim Yes 0 0.21 0.00 0.21 0.00 1 6,1 12.00 8.50x0.059CSim Yes 0 0.13 0.00 0.13' 0.00 1 7,1 29.02 8.50x0.105 ZC Sim Nest Yes 0 0.98 0.00 0.98 0.00 1 8,1 4.55 8.50x0.059 C Sim Yes 0 0.02 0.00 0.02 0.00 2 9,1 3.00 8.50x0.059 C Sim Yes 0 0.00 0.00 0.00 0.00 1 10,1 3.001 8.50x0.059 C Sim Yes 0 0.00 0.00 0.00 0.00 1' ; VPC File: CA0400604-0 I OE Lvpc VPC Version :5.Oa fi , Calculations Package Maximum Sernndary Deflerfinns fnr Shane BARN nn Side 7 Date: 6/9/2004 Time: 3:02:14 PM Pam 29 of 96 Design Id Segment Deflection in. Ratio Location(ft) Load Case Description 1 1 0.99 ( LJ210) 8.50 1 WI> 2 1 0.00 ( U3545) 4.50 1 WI> 3 1 0.03 ( U3285) 4.50 1 WI> 4 1 0.04 (1/2784) 4.50 1 WI> 5 1 0.04 (U2784) 4.50 1 WI> 6 1 0.05 (U3050) 6.00 1 WI> 7 1 2.52 ( U143) 15.00 1 WI> 8 1 9 1 - - - - - 10 1 - - - 11 1 0.00 U4582 4.50 1 1 W1> VPC File:CA0400604-01OEl.vpc VPC Version :5.Oa Calculations Package Date: 6/9/2004 Time: 3:02:14 PM Page: 30 of 96 Dimension Key Len Description Design Detail Lap Exterior Interior Exterior % 0.61 % % Ld Lap % } i 1 6" % Ld % % % % Ld Lap Id ft Wl> Status in. Bnd Shr 2 4'-2„ We Cs .. in Bnd Shr Cmb We Cs Bnd Shr Cmb We Cs in. 1,1 3 3'-3 1/4" 8.50x0.059 C Sim Yes 0 ( U544 ) . , 9.50 1 Wl> 4 + 0.62 0.00 0.62 0.00 1 ' 4 l'-5 3/4" 1,2 19.50 8.50x0.059CSim Yes 0 5 3'-6 1/4" 0.00 0.62 0.00 1 2,1 19.50 8.500.059 Z Sim Yes 0 6 6 3/4" 0.74 0.00 0.74 .0.00 1 Maximum Secondary Designs for Sha a BARN on Side 8 8.500.059 Z Sim Yes 0 0.74 0.00 0.74 0.00 1 3,1 19.50 8.50x0.059 Z Sim Yes 0 0.60 0.00 0.60 0.00 1 3,2 19.50 8.500.059 Z Sim Yes 0 ? " 0.60 0.00 0.60 0.00 1 4,1 19.50 8.50x0.059 C Sim Yes 0 0.44 0.00 0.82 0.00 1 Des Len Description Design Detail Lap Exterior Interior Exterior % 0.61 % % Ld Lap % % % % Ld % % % % Ld Lap Id ft Wl> Status in. Bnd Shr Cmb We Cs .. in Bnd Shr Cmb We Cs Bnd Shr Cmb We Cs in. 1,1 19.50 8.50x0.059 C Sim Yes 0 ( U544 ) . , 9.50 1 Wl> 4 + 0.62 0.00 0.62 0.00 1 1,2 19.50 8.50x0.059CSim Yes 0 0.62 0.00 0.62 0.00 1 2,1 19.50 8.500.059 Z Sim Yes 0 0.74 0.00 0.74 .0.00 1 2,2 19.50 8.500.059 Z Sim Yes 0 0.74 0.00 0.74 0.00 1 3,1 19.50 8.50x0.059 Z Sim Yes 0 0.60 0.00 0.60 0.00 1 3,2 19.50 8.500.059 Z Sim Yes 0 ? " 0.60 0.00 0.60 0.00 1 4,1 19.50 8.50x0.059 C Sim Yes 0 0.44 0.00 0.82 0.00 1 4,2 19.50 8.500.120 C Sim Yes 0 0.23 .0.00 0.92 0.00 1 5,1 19.50 8.500.059 Z Sim Yes 0 0.40 0.00 0.40 0.00 1 5;2 1 19.501 8.50x0.059 Z Sim Yes 1 0 0.40 0.00 0.40 0.001 1 Maximum Sec ndary Deflections for Shape BARN on Side 8 Design Id I Segment Deflection(in.) Ratio Location ft Load Case Description 1 1 0.61 ( U386) 9:50 1 Wl> 1 2 0.61 (U386) 29.00 11 WI> 2, 1 0.65 (U358) 9.50 l Wl> 2 2 0.65 (U358) '29.00 1 ' Wl> 3 1 0.53 ( U442) ?10.00 1 Wl> 3 2 0.53 (0442) 29.50 1 , Wl> 4 1 0.43 ( U544 ) . , 9.50 1 Wl> 4 2 0.21 (U1113) 29.50 1 Wl> VPC File:CA0400604-O1OE1. c 1 vP VPC Version :S.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 31 of 96 5 I, 2 I 0.35 I (U660) I 29.00 I 1 I Wl> VPC File:CA0400604-01 OE I.vpc VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 32 of 96 ' Wall r { Dimension Key 1 4'-2" 2 Y-3 1/4" 3 2'-6 3/4" ' 4 2'-51/4" 5 3'-4" 6 2'-0" 7 6" 8 2'-6" Maximum Carnndary D—ionc fnr Qh— RAIDN .... Q;An O Des Id Len ft Description Design Status Detail Lap in. Exterior Interior Exterior % Bnd I % Shr I % Cmb % We Ld Cs Lap % . in. Bnd % Shr % Cmb % We Ld Cs % Bnd % Shr % Cmb % We LC' Cs Lap in. 1,1 7.44 8.50x0.059 C Sim Yes 0 0.12 0.07 0.12 0.00 2 VPC File:CA0400604-OIOEl:vpc VPC Version :5.Oa Design Id Segment Deflection in. Ratio Location fl Load Case Description 1 1 0.00 ( U4438) 4.00 r WI> 2 1 0.00 (L/9088) 4.00 1 WI> 3 T 0.04 ( U3188) 5.00 Date: 6/9/2004 WI> 4 Calculations Package Time: 3:02:14 PM 6 Page: 33 of 96 7 8 9 2,1 7.44 , 8.500.059 C Sim Yes 0 7.50 1 WI> 0.06 0.02 0.06 0.00 2 3,1 9.67 8.500.059 C Sim Yes 0 0.15 0.00 0.15 0.00 1 4,1 .3.27 8.500.059 C Sim Yes 0 0:01 0.00 0.01 0.00 2 5,1 3.27 8.500.059 C Sim "8.500.059 Yes . 0 0.01 0.00 0.01 0.00 2 6,1 2.00 C Sim Yes 0 0.01 0.00 0.01 0.00 1 7,1 4.00 8.500.059 C Sim Yes 0 0.00 0.00 0.00 0.00 1 8,1 4.00 8.500.059 C Sim Yes 0 0.00 0.00 0.00 0.00 1 9,1 3.33 ,',8.50x0.059 WD Sim Yes 0 0.00 0.00 0.00 0.00 1 10,1 15.00 ' 8.500.059 Z Sim Yes 0 0.62 0.00 0.62 0.00 1 11,1 2.33 8.500.059 Z Sim I Yes 1 01 1 1 0.04 10.00 10.04 0.00 1 Maximum Carnndar„ Tnne..r:....� f-- C1.--- n ♦nU .._ o:a_ n Design Id Segment Deflection in. Ratio Location fl Load Case Description 1 1 0.00 ( U4438) 4.00 1 WI> 2 1 0.00 (L/9088) 4.00 1 WI> 3 T 0.04 ( U3188) 5.00 1 WI> 4 5 6 7 8 9 10 1 0.31 (U582) 7.50 1 WI> ,t i 3 , t' VPBUILDINGS VARCO-PRUDEN i Wall : 10 ' II t Dimension Key Date-' 6/9/2004 _ Des LenDescription Design Detail Lap Exterior y Interior Exterior % % % % Ld " Lap' % % % % Ld % % % %Ld Lap Id ft 0.48 Status in. Bnd Shr Cmb Wcp Cs in. Bnd Shr Cmb Wcp Cs Bnd Shr Cmb We Cs in. 1,1 19.50 8.500.059 C Sim Yes 0 0.73 0.00 0.73 0.00 1 1,2 19.50 8.500.059 C Sim Yes 0 0.66 0.00 0.66 0.00 1 1' 2,1 3.27 8.500.059 C Sim Yes 0 0.01 0.00 0.01 0.00 2 3,1 4.00 8.50x0.059 C Sim Yes 0 0.00 0.00 0.00 0.00 1 4,1 19.50 8.50x0.059 Z Sim Yes 0 0.55 0.00 0.55 0.00 1 4,2 19.50 8.50x0.059 Z Sim Yes 0 0.53 0.00 0.53 0.00 1 Maximum Secondary Deflections for Shape BARN.on Side 10 t ' f VPC File:CA0400604-OIOEI.vpc 1 VPC Version :5.0a Design Id Segment Deflection in. Ratio Location(ft) Load Case Description 1 1 0.71 (U330) 1 9.50 1 . W1> • 1 2 0.64 (U366) 29.06 2 1 3 1 4 1 0.48 ( U485) 9.50 1 Wl> 4 2 0.47 U501 29.00 1 Wl> Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 35 of 96 Wall : 11 Dimension Key 1 4'-2" 2 3'-3 1/4" 3 1'-3 3/4" 4 2'-0" 5 3'4„ '-2"76 3--2-- 7 Y-0" 8 3'-6" Maximum Crrnnd— 11.6 nc fns Qh— RARN .,.. Q.A. 11 Des Id Len ft Description Design Status Detail .Lap in. Exterior Interior I Exterior % Bnd % Shr % Cmb % WC Ld Cs Lap' in. % Bnd % Shr 7/—.T% Cmb We Ld Cs % Bnd % Shr % Cmb % WC Ld Cs Lap. in. 1,1 7.44 8.500.059 C Sim Yes 0 0.06 10.02 10.06 10.00 1 2 VPC File:CA0400604-O I OELVPC VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: .3:02:14. PM Page: 36 of 96 Ratio 2,1 7.44 8.500.059 C Sim Yes 0 0.00 ( U9088) 4.00 1 WI> 2 0.14 0.08 0.14 0.00 2 W 1> 3 3,1 2.00 8.500.059 C'Sim Yes 0 5.00 1 W1> 5 1 - 0.01 0.00 0.01 0.00 1 7 4,1 9.67 8.500.059 C Sim Yes 0 8 0.19 0.00 0.19 0.00 1 ( U570) 7.50 1 W l> 10 1 - 5,1 3.27 8.500.059 C Sim Yes 0 0.01 0.00 0.01 0.00 2 A 6,1 3.27 8.500.059 C Sim Yes 0 0.01 0.00 0.01 0.00 2 7,1 3.33 8.500.059 WD Sim Yes 0 0.00 0.00 0.00 0.00 1 8,1 3.00 8.500.059 C Sim Yes 0 0.00 0.00 0.00 0.00 1 9,1 15.00 8.5020.059 Z Sim Yes 0 0.63 0.00 0.63 0.00 1 10,1 2.33 8.500.059 Z Sim Yes 0 1 1 1 1 1 1 10.04 10.00 10.04 10.00 1 1 Maximnm Crrnndnm Tlanorfinnc fnr Q6ana RARN nn Qidn 11 Design Id Segment Deflection in. Ratio Location(ft) Load Case Description 1 1 0.00 ( U9088) 4.00 1 WI> 2 1 0.00 ( U4065) 4.00 1_ W 1> 3 4 1 0.04 ( U2585) 5.00 1 W1> 5 1 - - 6 7 8 9 1 0.32 ( U570) 7.50 1 W l> 10 1 - VPC File:CA0400604-OIOEI.vpc VPC Version :S.Oa 4 Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 37 of 96 .s t Roof: A -''Maximum Secondary Designs for Sha a BARN on Side A Detail Exterior InterioI. Des Len Description Design Lap Description 1 r Exterior I % % % % Ld Lap % % % % LAI % % '% % LA Lap Id ft Status in. Bnd Shr Cmb Wcp Cs in. Bnd Shr Cmb Wcp Cs Bnd Shr Cmb Wcp Cs in. 1,1 21.50 8.50x0.073 Z Con Yes 36 0.04 0.05 0.57 1.03 1 0.39 0.15 0.53 0.56 1' 1 36 1,2 21.50 8.500.073 Z Con Yes 42 0.39 0.15 0.53 0.56 1 42 0.04 0.17 0.57 1.03 1 2,1 2.00 8.500.059 EZ Sim Yes 0 0.01' 0.00 0.01 0.00 1 3,1 19.50 8.504.059 EZ Sim Yes 0 0.57 0.00 0.64 0.00 4 3,2 1 19.50 8.50x0.059 EZ Sim I. Yes 0 0.57 10.00 10.64'10.00 4 1 1 i, Maximum Secondary Deflections for Shane BARN on Side A � Design Id Segment Deflection in. Ratio Location ft Load Case Description 1 1 2- 2 1 3 1 1 3 v .2 Calculations Package Roof: B r r • r r { Date: 6/9/2004'a Time: 3:02:14 PM` Page: 38 of 96 i Des Len Description Design Detail Lap Exterior Interior Exterior % % % %Ld - Lap 1 % % % Ld % % % % U] Lap Id fl Status in. Bnd Shr Cmb We Cs in. Bnd Shr Cmb We Cs Bnd "Shr Cmb We Cs in. 1,1 21.50 8.500.065 Z Con Yes 12 - 0.04 0.05 0.57 1.03 1 0.35 0.17 0.50 0.54 1 12 1,2 21.50 8.500.065 Z Con Yes 18 0.35 0.17 0.50 0.54 1 18 0.04 0.20 0.57 1.03 1 2,1 21.5 8.500.073 Z Con Yes' 12 0.03 0.04 0.49 0.89 1 030 0.12 0.42 0.45 1 12 .. 2,2 . 21.50 8.500.073 Z Con- Yes 12 0.30 0.12 0.42 0.45 1 12 0.03 0.15 0.49 0.89 1 3,1 2.00 8.50x0.059 EZ Sim Yes 0 0.01 0.00 0.01 0.00 3 4,1 19.50 8.50x0.059 EZ Sim Yes 0 0.62 0.00 0.76 0.00 4 4,2 19.50 8.500.065 EZ Sim I Yes 0 1 1 1 0.53 10.00 10.89 10.00 1 7 Maximum Sec ndary Deflections for Shape BARN on Side B Design Id Segment Deflection in. Ratio Location ft Load Case Description -.1 1 - - - 1 2 2 1 2 2 - 3 1 - 4 4 1 - - 4 2 - - 5 r i y i 1 VPC File: CA0400604-0 I OE Lvpc VPC Version :S.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Pager 39 of 96 Roof: C s r � Maximum Secondary Desipns for Shane RARN nn CGde Des Len Description Design Detail Lap Description Exterior 2 Interior Exterior 2 1 _ % % % % Ld Lap % % % % Ld % % % % Ld Lap ld fl Status (in.), Bnd Shr Cmb Wcp Cs in: Bnd Shr Cmb Wcv Cs Bnd Shr Cmb Wcv Cs in. 1,1 21.50 8.50x0.065 Z Con Yes 12 0.04 0.05 0.57 1.03 1 0.35 0.17 0.50 0.54 1 12 1,2 21.50 8.500.065 Z Con , Yes 18 0.35 0.17 0.50 0.54 1 18 0.04 0.20 0.57 1.03 1 ' 2,1 21.50 8.504.073 Z Con Yes 12 0.03 0.04 0.49 0.89 1 0.30 0.12 0.42 6.45 1 12 2,2 21.50 8.50x0.073 Z Con Yes 12 0.30 0.12 0.42 0.45 1 12 0.03 0.15 .0.49 0.89 1 3,1 2.00 8.500.059 EZ Sim Yes 0 _ 0.01 0.00 0.01 0.00 3 Al 19.50 8.500.065 EZ Sim Yes 0 0.53 0.00 0.90 0.00 7 4,2 1 19:50 8.500.059 EZ Sim I Yes 1 0 0.62 10.00 10.76 10.00 1 4 M - i-,.- i1on-#'....... 4'-- CL....., nAn�i __ ou_ - Design Id Segment Deflection in. Ratio Location fl Load Case Description 1 2 2 1 _ 2 2 3 1 - - 4 1 4 2 t VPC File: CA0400604-0IOEI.vpc VPC Version :S.Oa ` f _ Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 40 of 96 ' Roof: D } Maximum Secondary Designs for Sha a BARN on Side D Des Len Description Design Detail Lap Load Case Exterior 1 1 1 2 _ Interior B Exterior ' 6 % % % % Ld Lap '% % % % Ld % % % % Ld Lap 1d 01 Status in. Bnd Shr Cmb Wcp Cs in. Bnd Shr I Cmb I Wcv Cs Bnd. Shr Cmb Wcp Cs (in. 1,1 21.50 8.500.073 Z Con Yes 36 0.04 0.05 0.57 1.03 1 0.39 0.15 0.53 0.56 1 36 1,2 21.50 8.500.073 Z Con Yes 42 0.39 0.15 0.53" 0.56 1 42 0.04 0.17 0.57 1.03 1 2,1 2.00 8.50x0.059 EZ Sim Yes 0 0.01 0.00 0.01 0.00 1 3,1 19.50 8.500.059 EZ Sim Yes 0 0.57 0.00 0.64 0.00 4 3,2 1 19.50 8.500.059 EZ Sim Yes 0 0.57 0.00 0.64 0.00 4 Maximum Snrnndo.-v ToOe..f:...... G... C1.--- a A nW - cu_ r . Design Id Segment Deflection in. Ratio Location f1 Load Case Description . 1 1 1 2 _ -14.036 ( -3.000:12 ) B - 2 6 22.620 ( 5.000:12 ) C 0.00 2.50 3 1 D 0.00 2.56 6 3 V -- Shape Force Resistance(k) Numb. Purlins Roof Angle Pitch A 0.00 2.56 6 -14.036 ( -3.000:12 ) B 0.00 2.47 6 22.620 ( 5.000:12 ) C 0.00 2.50 6 22.620 ( 5.000:12 ) D 0.00 2.56 6 14.036 3.000:12 ) { r t ' I ! VPC File:CA0400604-01 OE Lvpc VPC Version :5.Oa r Date: 6/9/2004 Calculations Package T;me: 3:02:14 PM Page: 41 of 96 Wall: 4 - Canopy 1 Y • i 1 1 • 'I-� Marinin Rarnnei— nPdanc fnr Chance RARN nn -Cuda d ' Des Len Description Design Detail Lap Exterior - Interior Exterior % % % % LdLap % I % I % % Ld % % % % Ld Lap Id ft Status in. Bnd Shr Cmb Wcp Cs in. Bnd Shr Cmb Wcp Cs Bnd Shr Cmb Wcp Cs in. 1,1 21.50 8.500.059 EZ Sim Yes 0 0.27 0.00 0.27 0.00 3 1,2 21.50 8.50x0.059 EZ Sim Yes 0 0.27 1 0.00 0.27 0.00- 3 Maximum Secondary Deflections for Shape BARN on Side 4 Design Id Segment - Deflection in. Ratio Location ft Load Case Description 1 I - 1 2 - Wall -:--4 - Cann 1 .0.00 .. 0.36 . f Angle] 36 ( 3.000:12 ) a VPC File:CA0400604-01 OE1.vpc 'VPC Version :5.Oa f Date: 6/9/2004 Calculations Package Time: 3:02:14 PM t' Page: 42 of 96 Wall: 6 - Canopy 1 1 Y 1 1 , Maximum Crrnndn" ilacionc fnr Ghana RARN nn'Ridn X Des Len Description Design Detail Lap `Exterior Interior Exterior % % I % I % Ld. Lap % % % % Ld % % % % Ld Lap Id fl Status __LL Bnd Shr Cmb We Cs in. Bnd Shr.: Cmb Wcp Cs Bnd Shr Cmb cp Cs in. 1,1 21.50 8.50x0.059 EZ Sim Yes 0 0.30 0.00 0.30 0.00 3 1,2 . 21.50 8.50x0.059 EZ Sim Yes 0 0.30 0.00 0.30 0.00 3 Maximnm Crrnndary Tlallarfinnc fnr Chance RARN nn Ride 6 o Design Id Segment Deflection in. Ratio Location fl Load Case Description, 1 2 _ Purlin Anchorage Forces Shape ' Wall : 6 - Canopy 1 Force Resistance(k) Numb. Purlins I Roof Ani 0.00. 0.36 i 1 22.620( j 1 } 1 VPC File:CA0400604-01 OE Lvpc VPC Version:5.0a t a r ' Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 43 of 96 Wall : 8 = Canopy 1 { t Maximum Secondary Designs for Sha a BARN on Side 8 Des Len Description Design Detail Lap Exterior Interior I I Exterior %1%]%J% Ld Lap %1%1%1 % Ld % % % % Ld Lap Id ft Status in. Bnd Shr,Cmb We : Cs in. Bnd Shr Cmb Wcp Cs Bnd Shr Cmb We " Cs in. 1,1 21.50 8.500.059 EZ Sim Yes 0 0.30 1 0.00 1 0.30 1 0.00 3 ; 1,2 21.50 8.50x0.059 EZ Sim Yes 0 0.30 0.00 0.30 0.00 3 i i Maximum See ndary Deflections for Shape BARN on Side 8 3 d r ' Design Id Segment Deflection(in.) 1111io �cation(ft)Load Case Descrition Purlin Anchora aForcesa e , Force k Resistance Numb. Purlins Roof An le itchCano 1 0.00 0.36 1 22.620 5.000:12VPC File:CA0400604-01OEI.vpC VPC Version:5.Oa DesiId Segment Defl ectionin. Ratio 1 2 - - - - Des Len Description Design Detail Lap Exterior` Interior Exterior % % ' % % Ld ,Lap % % % 0 Ld % % % % Ld Lap, Id ft Status in: Bnd Shr. . Cmb We Cs '(in. Bnd Shr Cmb We Cs Bnd Shr Cmb We Cs in. 1,1 21.50 8.50x0:059 EZ Sim Yes 0 0.27 0.00 0:27 0.00 3 1,2 21.5 8.50x0:059 EZ Sim Yes 0 -0.2Z 0.00 -0.27 0.00 3 Mavimnm Cernnfinm Detlrr%inns.fnr RhanP RARN nn Cider 10 Desi Id Segment Deflection in. Ratio ;Location(ft) Load Case Description 1 2 ` Pate: 6/9/2004 ` Calculations Package Time: 3:02:14 PM ' Page: 45 of 96 Fratrin- * ME_ Loads and Codes - Shape: BARN" City: PARADISE County: Butte State: California Country: United States Building Code: 1997 Uniform Building Code, Built Up; - 89AISC Rainfall: 4.00 in per hour Building Use: Standard Occupancies' Cold Form: . 89AISI Allow. Overstress: Dead and Collateral Loads - Frm: 1.03, Sec: 1.03, Brc: 1.03 Live Load Collateral Gravity:0.00 psf Roof Covering +# Second. Dead Load: Varies Live Load: 20.00 psf Reducible Collateral Uplift;' 0.00 psf Frame Weight (assumed for seismic):2.50 psf LL for Below Eave Canopy:N/A Wind Load Snow Load s 1 Seismic Load Wind Speed: 80.00 mph"' Ground Snow Load: 0.00 psf Seismic: Zone 3 Wind Exposure (Factor): C (1.057) - Design Snow (Sloped): 0.00 psf'. Seismic Importance: 1.000 • Parts Wind Exposure Factor: 1.057 Snow Exposure Category (Factor): "I Fully Exposed FramingSeismic Period: 0.2239 (1.00) Wind. Enclosure: Enclosed • Snow Importance: 1.000 Bracing Seismic Period: 0.1279 Wind Importance Factor: L000 Ground / Roof Conversion: 1.00 Framing R -Factor: 4.5000 Base Elevation: 0/0/0 % Snow Used in Seismic: 0.00 Bracing R -Factor 5 6000 Primary Zone Strip Width: N/A' Seismic Snow Load: 0.00 psf. Soil Profile Type: Stiff soil (D, 4) Parts / Portions Zone Strip Width: 4/0%0 Frame Redundancy. Factor: 1:0000 Basic Wind Pressure: 17.32 psf Brace Redundancy Factor:1.2491 Frame Seismic Factor (Cs): 0:2000 Brace Seismic Factor (Cs) 0.18001 Deflection Conditions Frames are vertically supporfing:Metal Roof Purlins and Panels ' Frames are laterally supporting:Metal Wall Girts and Panels Purlins are suppor6ng:Metal Roof Panels Girts are supporting:Metal Wall Panels Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all.code and loading information for thisspecific building.site... ..': 0 i ,. VPC File:CA0400604-01 OEI.vpc VPC Version :S.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 46 of 96 Wall :4, Frame at: 0/6/0 Frame Cross Section: 1 CO N Dimension Key 2 9'-71/2" 3 4'-2" 4 3'-31/4" 5 2'-6 3/4" 6. 1'-8 1/8" 7 2 @ 4'-3 1/8" 8 3 1/8" 9 1'-3 3/4" 10 1'-3 7/16 11 1'-6 9/1'6" 3.000:12 Frame Clearances VPC File:CA0400604-OlOEl.vpc VPC Version :5. Oa _ Date: 6/9/2004, Calculations Package Time: 3:02:14 PM Page: 47 of 96 Vert. Clearance at member 1(CGX001): 8'-8 5B" Finished Floor Elevation= 100'-0" (Unless Noted Otherwise) VPC File: CA0400604-01OEl.vpc VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 48 of 96 Frame Location Design Parameters: Location Av . Bay Space I Description Angle Group Trib. Override Design Status 0/6/0 1 10/3/0 IPost & Beam Lean-to 90.0000 1 1 _ entf;r nP ;m, rlPcian l.narl r-hina}innc - Frnminu No. Ori in Factor Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 2 System 1.000 1.0 D + 1.0 CG + 1.0 ASL^ D + CG + ASL^ 3 System 1.000 1.0 D + 1.0 CG + 1.0 ^ASL D + CG + ^ASL 4 System 1.333 1.0 D+ 1.0 Wl> D+ Wl> 5 System 1.333 1.0 D+ 1.0<W1 D+<WI 6 System 1.333 1.0 D+ 1.0 WP D+ WP 7 System 1.333 1.0 D+ 1.0 W3> D+ W3> 8 System 1.333 1.0D+1.0<W3 D+<W3 9 System 1.333 1.0 D + 1.0 CG + 0.714 E> D + CG + F> 10 System 1.333 1.0 D + 1.0 CG + 0.714'<E D + CG + <E 11 Special 1.700 0.900 D + 0.900 CG + 2.800 F_ D + CG + Fj 12 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 13 Special 1.700 1.200 D + 1.200 CG + 2.800 F> D + CG + Fj 14 Special 1.700 1.200 D + 1.200 CG + 2.800 <E ID + CG + <E FramP MPmhar CiO Mem. Flg Width Flg Thk Web Thk Depth] Depth2 Length Weight Fig Fy Web Fy Splice Codes Shape No. in. in. in: in. in. ft) (p) (ksi) (ksi) A. Jt.2 0/0/0 1001 5.00 0.0590 0.1180 8.50 8.50 1.00 5.8 55.00 55.00 SS SS 2C 1 5.00 0.0590 0.1180 8.50 8.50 9.27 67.6 55.00 55.00 BP SS 2C 2 5.00 0.0590 0.1180 8.50 8.50 7.73 44.6 55.00 55.00 SS SS 2C 3 5.00 0.0590 0.1180 1 8.50 8.50 7.91 49.1 55.00 55.00 SS SS 2C Frame Member Releases Member Joint*l.' Joint 2 1 No Yes' Rnundary !`nnditinn Cnmmnry imai rrame weignr= ioi.r (p) (mctuaes all plates) Frame Pricing Weight = 216.7 (p) (Includes all pieces) Member X -Loc Y -Loc Supp. X Supp. Y Moment I Dis lacement X in. Displacement Y in. Displacement ZZ rad. 1 0/0/0 0/0/0 Yes Yes No 0/0/0 0/0/0 0.0000 3 15/0/0 13/9/0 Yes Yes No 0/0/0 0/0/0 , 0.0000 1001 0/0/0 10/0/0 Yes Yes Yes 0/0/0 0/0/0 0.0000 Frame RPartinnc -i.nad ('acac at Frame (ince Q -f. o• I Maximum RPartinnc Cummnry - iirnminn X -Loc X -Loc 0/0/0 0/0/0,10/0/0 15/0/0,13/9/0 Hrz In Grid -Grid2 Hrz Out 1-C Uplift 1-C Vrt Down Load 1-B Ld Description Hx I Vy Hx Vy I Mzz Hx V Cs (application factor not shown (Hz) Case k k in -k k (-Mzz) 1 D + CG + L - 2.66 - 0.44 4 - 1.93 2 D + CG + ASL^ - 0.42 - 0.08 -1 - 0.26 - 3 D+CG+^ASL - 0.42 - 0.08 -1 - 0.26 4 D+ Wl> -0.64 -1.78 0.20 -0.72 7 0.11 -1.11 5 D + <W1 0.40 -1.76 0.20 -0.72 7 1.23 -0.52 6 D + WP 0.56 -0.90 - 0.08 -1 1.22 -0.58 _ 7 D+W3> -0.64 1.11 13/9/07 0.08 -1 -1.01 0.50 8 D + <W3 0.40 -0.85 1.11 0.08 -1 1.03 -0.63 9 D + CG + F> -0.02 0.43 -0.02 0.08 -1 -0.16 0.22 10 D+CG+<E 1 0.02 1 0.41 1 0.02 1 0.08 1 -1 1 0.16 1 0.30 Maximum RPartinnc Cummnry - iirnminn X -Loc GridFHrzLoad Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case k k (k k in -k) (in -k) 0/0/0 1-C4 0.56 6 1.78 4 2.66 1 - - _ 0/0/0 10/0/09 0.20 4 0.72 4 . 0.44 1 4.4 1 6.8 4 15/0/0 13/9/07 1.23 1 5 - 1.11 4 1.93 1 - Sum of Forces with Reactions Check - Framing VPC File:CA0400604-OlOEl.vpc VPC Version :S.Oa t Date: 6/9/2004 Calculations Package Time: 3:02:14 PM .-KAM Page: 49 of 96 Load Type Horizontal Load Reaction Vertical Load Reaction k D 0.00 0.00 0.65 0.68 CG 0.00 0.00 0.00 0.00 L 0.00 0.00 3.91 3.91 ASL^ 0.00 0.00 0.00 0.00 ^ASL 0.00 0.00 0.00 0.00 Wl> 0.53 0.53 3.57 3.57 <W I 1.63 1.63 2.96 2.96 WP 1.78 1.78 2.16 2.16 W3> 1.65 1.65 0.92 0.92 <W3 1.43 1.43 2.16 2.16 F> 0.24 0.25 0.00 0.04 <E 1 0.24 1 0.25 0.00 0.04 Race Plate Rnmmary X -Loc Grid Mem. Thickness No. in. Width in. Length in. Num. Of Bolts Bolt Diam. in. Type Welds to Flange Welds to Web 0/0/0 1-C I 1 0.375 8 10 2 0.750 1 A36 OS -0.1875 OS -0.1875 Wah Rtiffonnr Q-_ Mem. No. Stiff. No. Desc. Loc. (fl) Web Depth in. h/t a/h a in. Thick. in. Width (in.) Side Welding Description 2 1 S2 0.17 8.382 71.03 N/A N/A 10.1875 1 2.000 Both I F -OS -0.1875,W -0S-0.1875 Bolted Cnnnectinnc lA325 Rnitcl Mem. It. Type Conn. Thick. Width Length Bolt , Diam. Pitch Rows -Out Rows -In Moment - Out Moment - In 2 4 2 4 Ld Actua] Capacity Ld Actual Capacity No. No. in -k in -k (in. in. in. in. in. Bolt Bolt Bolt Bolt Cs in -k in -k Cs in -k 1 2 CP STD 0.375 6.00 8.76 0.500 2.50 1 0 1 0 0 0.0 87.2 0 0.0 87.2 3 2 SIP STD 0.375 5.00 '6.50 0.500 2.50 2 0 0 0 0 0.0 0.0 0 0.0 0.0 Flanee Brace Summary Member From Member Joint 1 From Side Point 1 Part I Design Note 2 3 4/8/2 10/11/4 6/2/12 1/8/2 FB2050 FB2050 Load Axial Frame Decivn Mpmher Rnmmary - Cnntrnllinn 1-i Coco a..d M....:........ f' M-0 ------- _-_ w,._- - Actual Forces Actual Stresses Allowable Stress Condition Mem. Loc. Depth Load Axial Shear I Mom -x Mom -y I Axial Shear Bnd-X Bnd-Y --- Stress /Force --- Sum % % No. fl in. Case k k in -k in -k ksi ksi ksi ksi Axial Shear Bnd-X Bnd-Y Bnd+Ax Shear 1001 1.55 8.50 4 0.0 0.7 6.8 0.0 60 0 0.600 F> E> 1001 74.6 5.89 163.68 33.11 0.042 0.126 1 4.17 8.50 7 -1.1 0.0 17.1 0.0 1.58 0.0 1.58 32.25 5.89 163.68 33.11 0.139 0.008 2 7.45 8.50 1 -0.0 0.1 87.6 0.0 44.1 34.6 3.72 - 22.7 4.42 122.76 24.83 0.715 0.021 3 0:62 8.50 1 0.0 0.1 87.7 0.0 181.03 51.1 0.0 56.0 55.9 4.42 122.76 24.83 0.715 0.015 Mem., Loc. Depth Area Rx Ry Lx Ly -1 Ly -2 Klx Klyl Kly2 Sx Lbl Rt -1 Lb2 Rt -2 Qs Qa Cbln.3 Cbl No. fl in. in.2 in. in. in. in. in. /Rx /R /R i in. I in. in. in. 1.000 ' 60 0 0.600 F> E> 1001 1.55 8.50 1.70 3.23 1.13 18.55 15.4 0.0 11.5 13. 0.0 3.72 15.4 1.58 0.0 1.58 1.00 1.00 1 4.17 8.50 1.70 3.23 1.13 104.60 50.0 39.3 32.4 44.1 34.6 3.72 50.0 1.58 39.3 1.58 1.00 1.00 2 7.45 8.50 1.7 3.23 1.13 181.03 51.1 0.0 56.0 45.1 0.0 3.72 51.1 1.58 0.0 0.00 1.00 0.00 3 0.62 8.50 1.70 3.23 1.13 181.03 51.1 0.0 56.0 45.1 0.0 3.72 51.1 1.581.00 0.00 Deflection Load Cnmhinatinnc - Uraminn No. Origin Factor I Def H Def V I Application Description 1 System 1.000 60 0 0.700 WI> WI> 2 System 1.000 60 0 0.700 <W 1 <WI 3 System 1.000 60 0 0.700 WP WP 4 System 1.000 60 0 0.700 W3> VV3> 5 System 1.000 60 0 0.700 <W3 <W3 6 System 1.000 ' 60 0 0.600 F> E> 7 1 System I 1.000 1 60 1 0 10.600 <E E Maximum Frame Deflection Summary for Cross Section: 1 Description I Deflection in. RatioMember Joint Load Case Load Case Description Max. Vertical Deflection for Span 1 1 0.287 1 (U622) 1 2 1 2 1 1 1 WI> VPC File:CA0400604-010ELvpc VPC Version :5. Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 50 of 96 • Negative horizontal deflection is left Negative vertical deflection is down Lateral deflections "of primary frames are calculated on a bare frame basis and do not include resistance from systems such as roof and endwall diaphragms. Therefore, these deflections may be considerably overstated. VPC File: CA0400604-0 I OE I.vpc VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 51 of 96 Wall : 4, Frame at: 20/0/0 Frame Cross Section: 2 m N Dimension Key 1 l'-6" 2 9'-71/2" 3 4'-2" 4 3'-31/4" 5 2'-6 3/4" 6 l'-8 1/8" 7 2 @ 4'-3 1/8" 8 3 1/8" 9 1'-3 3/4" 10 l'-3 7/16" 11 1'-6 9/16" 3.000:12 Frame. Clearances VPC File:CA0400604-OIOEl.vpc VPC Version :5. Oa _ Date: 6/9/2004 Calculations Package Time: 3:02:14 PM ARM Page: 52 of 96 Vert. Clearance at member 1(CX001): 8'-8 7/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VPC File:CA0400604-01OEl.vpc VPC Version :5.Oa _ Date: 6/9/2004 Calculations Package Time: 3:02:14 PM • Page: 53 of 96 Frame Location Design Parameters: 20/0/0 1 19/6/0 ILeanto 1 90.0000 - Automatic Design DESCRIPTION: VP Buildings LEAN-TO Frames (Type "LT") are solid -web framing consisting of tapered or uniform continuous span or simple span rafters. They are typically pin -connected to columns at the sidewall, with the remaining rafter end supported by interior frame columns. The frame is designed to support the applied vertical loads as specified. ANALYSIS: The boundary conditions established for LEAN-TO Frames assume the rafter beam is a continuous member or a simple beam, spanning from building eave to supporting frame column and typically pin -connected to all supporting columns. DESIGN: LEAN-TO 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 LEAN-TO Frame welded construction typically will be of material based on the requirements of ASTM A529, A572, A570, or A607, Grade 50. Design Lnad Cnmhinatinne - Fra min& No. Origin Factor Application Description 1 System 1.000 1.0 D+ 1.0 CG + 1.0 L D + CG + L 2 System 1.000 1.0 D + 1.0 CG + 1.0 ASL^ D + CG + ASL^ 3 System 1.000 1.0 D + 1.0 CG + 1.0 ^ASL D + CG + ^ASL 4 System 1.333 1.0 D+ 1.0 Wl> D+ Wl> 5 System 1.333 1.0 D + 1.0 <W 1 + <W 1 6 System 1.333 1.0 D+ 1.0 W3> D+W3> 7 System 1.333 1.0 D + 1.0 <W3 D + <W3 8 System 1.333 1.0 D + 1.0 CG + 0.714 E> + CG + E> 9 System 1.333 1.0D+I.0CG+0.714<E +CG+<E 10 Special 1.700 0.900 D + 0.900 CG + 2.800 E> D + CG + E> 11 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 12 Special 1.700 1.200 D + 1.200 CG + 2.800 E> + CG + E> 13 Special 1.700 1.200 D + 1.200 CG + 2.800 <E D + CG + <E 14 ,";,S stem Derived'-.. I.3331.,1.O.D+.1..0 WP.t.1..0 WBI>.. .., ,-•., .. 72.5 50.00 System Derived 1.333 1.0 D+ LO WP +.1.0 <WB1 D.+ WP +<WBI 16 System Derived 1.333 1.0 D + 1.0 CG + 0.214 F> + 0.892 EB> + CG + E> + EB> 17 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 0.892 EB> D + CG + <E + EB> 18 Special 1.700 0.900 D + 0.900 CG + 2.800 EB> D + CG + EB> 19 Special 1.700 1.200 D + 1.200 CG + 2.800 EB> D + CG + EB> 20 System Derived 1.333 1.0 D + 1.0 CG + 0.214 F> + 0.892 <EB D + CG + Fj + <EB 21 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 0.892 <EB D + CG + <E + <EB 22 Special 1.700 0.900 D + 0.900 CG + 2.800 <EB + CG + <EB 23 Special 1.700 11.200 D + 1.200 CG + 2.800 <EB D + CG + <EB Frame Member Sizes Mem. Fig Width Fig Thk Web Thk Depthl Depth2 Length Weight Fig Fy Web Fy Splice Codes Shape No. in. in. in. in. in. ft) (p) (ksi ksi I Jt.I Jt.2 0/0/0 1001 5.00 0.0590 0.1180 8.50 8.50 1.00 5.8 55.00 55.00 SS SS 2C 1 5.00 0.1345 0.1345 10.00 10.00 9.27 93.8 50.00 50.00 BP KN 3P 2 5.00 0.1345 0.1345 9.00 9.00 7.82 72.5 50.00 50.00 KN SS 3P 3 5.00 0.1345 0.1345 9.00 9.00 7.82 67.9 50.00 50.00 SS SS 3P Frame Member Releases Member Joint 1 Joint 2 1 No Yes Boundary Conditinn Summary i urea rrame weigni = 239.y (p) (includes all plates) Frame Pricing Weight = 294.0 (p) (Includes all pieces) Member X -Loc Y -Loc I Sunn. X Rimn. Y I Moment IDis lacement V . -.N I Di!s2lacement Y in. Dis lacement ZZ rad. 1 0/0/0 0/0/0 Yes Yes No 0/0/0 /0/00.00003 (k) I (in -k) (k 15/0/0 13/9/0 Yes Yes No 0/0/0/0/0 0.00001001 0/0/0 10/0/0 Yes Yes Yes 0/0/0 /0/0 0.0000 Frame Reactions - Load Cases nt Frame move Corrinn• 7 X -Loc 0/0/0 0/0/0,10/0/0 15/0/0,13/9/0 Gridl - Grid2 2-C 2-C 2-B Ld Description fl V Hx Vy I Mzz Hx I V Cs (application factor not shown k (k) I (in -k) (k k VPC File: CA0400604-0 I OE I.vpc VPC Version :S.Oa _ Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 54 of 96 1 D + CG + L 3.89 - 0.75 -7 2.68 - 2 D + CG + ASL^ 0.81 - 0.16 -2 0.50 - 3 D + CG + ^ASL - 0.81 - 0.16 -2 0.50 4 D+ Wl> -1.21 -2.78 0.33 -1.16 11 -0.02 -1.78 _ 5 D + <W 1 0.76 -2.82 0.33 -1.16 11 2.15 -0.73 - 6 D+ W3> -1.21 1.99 - 0.16 -2 -1.87 0.84 - 7 D + <W3 0.76 -1.32 - 0.16 -2 1.82 -0.92 - 8 D + CG + Fj -0.03 0.83 -0.03 0.16 -2 -0.27 0.43 - 9 D + CG + <E 0.03 0.80 0.03 0.16 -2 0.27 0.57 - _ 14 D + WP + WB1> 1.06 -1.41 - 0.16 -2 2.19 -0.83 - _ 15 D+WP+<WBI 1.06 -1.41 - 0.16 -2 2.19 -0.83 - _ 16 D + CG + Fj + EB> -0.01 0.82 -0.01 0.16 -2 -0.08 0.48 - _ 17 D+CG+<E+EB> 0.01 0.81 0.01 0.16 -2 0.08 0.52 - _ 20 D + CG + Fj + <EB -0.01 0.82 -0.01 0.16 -2 -0.08 0.48 - _ 21 D+CG+<E+<EB 0.01 0.81 0.01 0.16 -2 0.08 0.52 - Maximum Rearfinnc C..mmary _ T.ra..,. X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw, Load Mom ccw Load ASL^ 0.00 (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case 4.86 4.86 k 3.08 k 1.52 (k) <W3 (k 2.57 3.55 3.55 k 0.40 in -k 0.00 (in -k <E 0/0/0 2-C 1.21 4 1.06 14 3.25 - 3.55 WBI> 2.82 5 3.89 1 - - - 0.00 0/0/0 10/0/0 0.03 8 0.33 4 <EB - - 0.00 1.16 4 0.75 1 7.5 1 11.0 4 15/0/0 13/9/0 1.87 6 2.19 14 - - - - 1.78 4 2.68 1 Slim of Force- with Reartinnc f`herlr - Fra Load Type Horizontal Load Reaction k k Vertical Load Reaction k D 0.00 0.00 1.22 1.31 CG 0.00 0.00 0.00 0.00 L 0.00 0.00 5.26 5.27 - ASL^ 0.00 0.00 0.00: 0.00 -ASL 0.00 -.0.00 0.00 0.00 WI> 1.23 1.23 5.88 5.88 <W 1 2.90 2.90 4.86 4.86 W3> 3.08 3.08 1.52 1.52 <W3 2.57 2.57 3.55 3.55 F> 0.40 0.42 0.00 0.07 <E 0.40 0.42 0.00 0.07 WP 3.25 3.25 3.55 3.55 WBI> 0.00 0.00 0.00 0.00 <WB1 0.00 0.00 0.00 0.00 EB> 0.00 0.00 0.00 0.00 <EB 0.00 0.00 0.00 0.00 ` Races Plafe Rummar., X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to Welds to Width Side Welding in. Description No. in. in. in. Bolts in. Flange Web 0/0/0 2-C 11 0.375 8 1 11 2 0.750 1 A36 I OS -0.1875 OS -0.1875 Weh Stiffener Rumm- Mem. No. Stiff. No. Desc. Loc. ft Web Depth in. h/t a/h a in. Thick. in. Width Side Welding in. Description 2 1 1 S3 0.67 8.731 N/A N/A N/A 0.1875 1 2.000 1 Both F-FP,W-OS-0.1875 ' Rnlfed f nnnnrfinne I 21C R..1�..\ Mem. A.Type Conn. Thick. Width Length Bolt Diam. Pitch -Row -Out Rows -In Moment - Out Moment - In 2 4 2 4 Ld Actual Capacity Ld Actual Capacity No. No. in. in. in. in. in. Bolt Bolt Bolt Bolt Cs in -k in -k Cs in -k) in -k 1 2 KN(Top) STD 0.375 6.00 10.00 0.750 2.501 0 15 2.6 123.6 4 3.0 123.6 2 1 KN(Top) STD 0.375 6.00 10.00 0.750 2.50 1 0 1 0 15 2.6 123.6 4 3.0 123.6 3 2 SIP STD 0.375 5.00 6.50 0.500 2.50 2 0 0 0 0 0.0 0.0 0 0.0 0.0 I Member I From Member Joint 1 From Side Point 1 Part resign Note 1 2 4/8/6 10/11/4 1 r2�FR2nsn VPC File:CA0400604-010El.vpc VPC Version :5.Oa � a Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 55 of 96 3 6/1/11 1/8/2 (2)FB2050 Frame Desion Memher Summary - Cnntrnllino Load Case and Maximum CnmhinPd StrPccrc nPr MPmhar rr.nrarinnc -G- ir..:..r r Mem. Actual Forces Actual Stresses Allowable Stress Condition Mem. Loc. Depth Load Axial Shear Mom -x Mom -y Axial Shear Bnd-X Bnd-Y -- Stress /Force -- Sum % % No. fl in. Case k k in -k in -k _ ksi ksi ksi ksi Axial Shear I Bnd-X Bnd-Y Bnd+Ax Shear 1001 1.55 8.50 4 0.0 1.2 11.0 0.0 - 8.50 - - 74.62 5.89 163.68 33.11 0.068 1 0.204 1 4.17 10.0 6 -2.0 0.1 32.6 0.0 0.75 0.07 4.07 0.00 25.61 19.8 30.11 30.11 0.160 1 0.003 2 7.48 9.00 1 -0.0 0.1 120.7 0.0 0.01 0.10 16.03 0.00 22.12 16.55 26.61 26.61 0.603 0.006 3 1.14 9.001 1 1 0.1 -0.3 119.61 0.01 0.031 0.25 17.13 0.00 30.00 16.55 26.61 26.61 0.644 0.015 Mem. Loc. Depth Area Rx Ry Lx Ly -1 Ly -2 Klx Klyl Kly2 Sx Lbl Rt -1 Lb2 Rt -2 Qs Qa Cbl Cbl No. ft in. in.2 in. in. in. in. in. /Rx /Ry /Ry in.3 in. in. in. in. 1 60 1 . 0 0.600 <E I<E 1001 1.55 8.50 1.70 3.23 1.13 18.55 15.4 0.0 11.5 13.6 0.0 3.72 15.4 1.58 0.0 1.58 1.00 1.00 1 4.17 10.00 2.65 4.03 1.03 104.46 50.0 39.3 25.9 48.6 38.2 8.00 50.0 1.28 39.3 1.28 0.75 1.00 1.00 1.00 2 7.48 . 9.00 2.52 3.67 1.05 179.61 51.1 0.0 49.0 48.5 0.0 7.53 51.1 1.30 0.0 0.00 0.89 1.00 1.00 0.00 3 1.14 9.00 2.52 3.67 1.05 179.61 51.1 60.0 49.0 48.5 56.9 . 6.98 51.1 1.30 60.0 1.31 0.89 1.00 1.10 1.38 r)PtlPrtinn 1 nad !`nmh:narinnc - Framino No. Ori in Factor 'Def H Def V Application Description 1 System 1.000 60 0 0.700 Wl> Wl> 2 System 1.000 60 0 0.700 <W 1 <W1 3 System 1.000 60 -0 0.700 WP WP 4 System 1.000 60 0 0.700 W3> W3> 5 System 1.000 60 0 0.700 <W3 <W3 6 System 1.000 60 0 0.600 F> E> 7 1 System 1.000 1 60 1 . 0 0.600 <E I<E Maximum Frame Deflection Summary for Cross Section: 2 Description Deflection in. Ratio IMembeTI Joint Load Case Load Case Description ax. Vertical Deflection for. S an 1 0.247 U722 2 2 1 W 1> '.Negative horizontal deflection is left.. *-Negative vertical deflection 5s down Lateral deflections of primary frames are calculated on a bare frame basis and do not include resistance from systems such as roof and endwall diaphragms. Therefore, these deflections may be considerably overstated. 1 VPC File:CA0400604-OIOEl.vpc VPC Version :S.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM • Page: 56 of 96 Wall 4, Frame at: 39/6/0 Frame Cross Section: 3 0 Dimension Key 1 1'-6" 2 9'-71/2" 3 4'-2" 4 3'-31/4" 5 2'-6 3/4" 6 l'-8 1 /8" 7 2 @ 4'-3 1/8" 8 3 1/8" 9 l'-3 3/4" 10 l'-3 7/16" 11 l'-6 9/16" 3.000:12 Frame Clearances VPC File: CA0400604-01OEl.vpc VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 57 of 96 Vert. Clearance at member 1(CGX001): 8'-8 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VPC File:CA0400604-OIOEI.vpc VPC Version :5.Oa _ Date: 6/9/2004 LEM Calculations Package Time: 3:02:14 PM Page: 58 of 96 Frame Location Design Parameters: Location I Avg. Bay Space I Description Angle I Group Trib. Override Design Status 39/6/0 1 10/3/0[Post & Beam Lean-to 90.0000 1 Autmmntir Dian No. Origin Factor Application Description 1 System 1.000 1.0 D+ 1.0 CG + 1.0 L D + CG + L 2 System 1.000 1.0 D + 1.0 CG + I.0 ASL^ D + CG + ASL^ 3 System 1.000 1.0 D + 1.0 CG + 1.0 ^ASL D + CG + ^ASL 4 System 1.333 1.0 D+ 1.0 Wl> D+ Wl> 5 System 1.333 1.0 D + 1.0 <W 1 D + <W 1 6 System 1.333 1.0 D+ 1.0 W3> D+ Wg> 7 System 1.333 1.0 D + 1.0 <W3 + <W3 8 System 1.333 1.0 D + 1.0 CG + 0.714 F> + CG + E> 9 System 1.333 1.0 D + 1.0 CG + 0.714 <E D+CG+<E 10 Special 1.700 0.900 D + 0.900 CG + 2.800 F> D + CG + Fj 11 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 12 Special 1.700 1.200 D + 1.200 CG + 2,800 E> + CG + E> 13 Special 1.700 1.200 D + 1.200 CG + 2.800 <E D + CG + <E 14 System Derived 1.333 1.0 D+ 1.0 WP + 1.0 WBl> D + WP + WBl> 15 System Derived 1.333 1.0 D + 1.0 WP + 1.0 <WB1 D + WP + <WB1 16 System Derived 1.333 1.0 D + 1.0 CG + 0.214 E> + 0.892 EB> D + CG + F> + EB> 17 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 0.892 EB> D + CG + <E + EB> 18 Special 1.700 0.900 D + 0.900 CG + 2.800 EB> D + CG + EB> 19 Special 1.700 1.200 D + 1.200 CG + 2.800 EB> D + CG + EB> 20 System Derived 1.333 1.0 D + 1.0 CG + 0.214 F> + 0.892 <EB D + CG + F> + <EB 21 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 0,892 <EB + CG + <E + <EB 22 Special 1.700 0.900 D + 0.900 CG + 2.800 <EB D + CG + <EB 23 Special 1.700 1.200 D + 1.200 CG + 2.800 <EB D + CG + <EB Frame Member Sizes Mem. Flg Width Flg Thk... Web Thk Depthl Depth2.,. Length Weight Flg Fy . Web Fy Splice Codes Shape - No. in. in. in. in. in. ft 13/9/0 si si Jta A.2 0/0/0 1001 5.00 0.0590 0.1180 8.50 8.50 1.00 5.8 55.00 55.00 SS SS 2C 1 5.00 0.0590 0.1180 8.50 8.50 9.27 67.6 55.00 55.00 BP SS 2C 2 5.00 0.0590 0.1180 8.50 8.50 7.73 44.6 55.00 55.00 SS SS 2C 3 5.00 0.0590 0.1180 8.50 8.50 7.91 49.1 55.00 55.00 SS SS 2C Frame Member Releases Member Joint 1 Joint 2 1 No Yes u� ...ter., r•^...t:t:,.., c........ • s . - lP) lmcmues au pates) Frame Pricing Weight = 216.7 (p) (Includes all pieces) Member X -Loc Y -Loc SUDD. X I Sunn- Y I Moment I N - 1--t X in. Dis lacement Y in. Displacement ZZ rad. 1 0/0/0 0/0/0 Yes Yes No 0/0/0 0/0/0 0.0000 3 15/0/0 13/9/0 Yes Yes I No I 0/0/0 0/0/0 0.0000 1001 0/0/0 10/0/0 Yes Yes Yes 0/0/0 0/0/0 0.0000 Frame Reactions - Load Cases at Frame Cross Section: 3 X -Loc 0/0/0 0/0/0,10/0/0 15/0/0,13/9/0 Grid -Grid2 3-C 3-C 3-13 Ld Description Hx Vy Hx I VY Mzz Hx V Cs (application factor not shown k k in -k k I D + CG + L 2.66 - 0.44 4 1.93 2 D+CG+ASL^ - 0.42 - 0.08 -1 - 0.26 3 D + CG + ^ASL - 0.42 - 0.08 -1 0.26 4 D+WI> -0.64 -1.78 0.20 -0.72 7 0.11 -1.11 5 D + <W I 0.40 -1.76 0.20 -0.72 7 1.23 -0.52 6 D + W3> -0.64 1.11 - 0.08 -1 -1.01 0.50 7 D + <W3 0.40 -0.85 - 0.08 -1 1.03 -0.63 8 D + CG + E> -0.02 0.43 -0.02 0.08 -1 -0.16 0.22 9 D + CG + <E 0.02 0.41 0.02 0.08 -1 0.16 0.30 14 D+ WP+ WB1> 0.56 -0.90 - 0.08 -1 1.22 -0.58 15 D+WP+<WBI 0.56 -0.90 - 0.08 -1 1.22 -0.58 16 D + CG + E> + EB> -0.00 0.42 -0.00 0.08 -1 -0.05 0.24 _ VPC File: CA0400604-0 I OE I.vpc VPC Version :S.Oa _ Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 59 of 96 17 D + CG + <E + EB> 0.00 , 0.420.00 0.08 -1 0.05 0.27 20 D + CG + I->+ <EB 0.00 0.42 -0.00 0.08 1 -0.05 0.24 _ 21 D + CG + <E + <EB 0.00 0.42 0.00 0.08 -1 0.05 0.27 - Maximnm Rearfinne Cumm-.Fro X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load ASL^ 0.00 (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case 2.96 2.96 (k) 1.65 (k 0.92 0.92 <W3 1.43 1.43 2.16 2.16 k) 0.24 (in -k) 0.00 (in -k <E 0/0/0 3-C 0.64 4 0.56 14 1.78 2.16 2.16 - 1.78 4 2.66 1 - - _ _ 0/0/0 10/0/0 0.02 8 0.20 4 - - - - 0.72 4 0.44 1 4.4 1 6.8 4 15/0/0 13/9/0 1.01 6 1.23 5 - - 1.11 4 1.93 1 - - Cum of Fnrres with Roartinne rhur4 _ Frem:.... Load Type Horizontal Load Reaction k Vertical Load Reaction D 0.00 0.00 0.65 0.68 CG 0.00 0.00 0.00 0.00 L 0.00 0.00 3.91 3.91 ASL^ 0.00 0.00 0.00 0.00 ^ASL 0.00 0.00 0.00 0.00 W1> 0.53 0.53 3.57 3.57 <W 1 1.63 1.63 2.96 2.96 W3> 1.65 1.65 0.92 0.92 <W3 1.43 1.43 2.16 2.16 E> 0.24 0.25 0.00 0.04 <E 0.24 0.25 0.00 0.04 WP 1.78 1.78 2.16 2.16 WB1> 0.00 0.00 0.00 0.00 <WB1 0.00 0.00 0.00 0.00 EB> 0.00 0.00 0.00 0.00 ::. ;.<EB 0.00 :. ;, 0.00 0.0 0.00 . •. - Rase Plafe .Cnmmary X -Loc Grid Mem. No. Thickness in. Width in. Length in. Num. Of Bolts Bolt Diam. Type in. Welds to Flange Welds to Web 0/0/0 3-C 1 0.375 8.10 1 0.17 1 2 1 0.750 A36 OS -0.1875 I OS -0.1875. Weh Ctiffener C..mmory Mem. No. Stiff. No. Desc. Loc. ft Web Depth in. h/t I a/h a in. Thick. in. Width in.. Side Welding Description 2 1 S2 1 0.17 8.382 71.03 N/A I N/A 0.1875 2.000 Both I F -OS -0.1875,W -OS -0.1875 Rnlfed i'nnnnrf:nnc /A1'7C R..1...\ Mem. It. Type Conn. Thick. Width Length Bolt Diam. Pitch12t4 Rows -Out Rows -In Moment - Out Moment - in FB2050 Depth I 2 4 Ld Actual Capacity Ld Actual CapacityNo. --- Stress /Force --- No. % No. ft in. in. in. (in. in. ksi ksi Bolt Bolt Cs in -k in -k Cs in -k in -k12 0.0 0.7 6.8 CP STD 0.375 6.00 8.76 0.500 2.50 0.126 1 4.17 1 0 0 0.0 87.23 2 SIP STD 0.375 5.00 6.50 0.500 2.50 0.0 0 0 0 0.0 0.0 0.021 3 0.62 8.50 Fla no, Rrare Cummaro Member From Member Joint 1 From Side Point 1 Part Design Note 2 4/8/2 10/11/4 FB2050 Pc 3 6/2/12 1/8/2 FB2050 Depth I Frames Tac:nn Mnm6o. G......... �., r....._..u: _.. ■ __� �___ __� �.__:__. .-. .. .... _ _ Mem. I Loc. I Depth I Area I Rx T Ry Lx Ly -1 Ly -2 Klx Klyl Kly2 Sx LbI Rt -1 Lb2 Rt -2 Qs Qa Cbl Cbl No. fl in. in.2 in. I in. in. in. in /Rx /Ry /Ry in.3 I in. VPC File:CA0400604-O I OEI.vpc VPC Version :5.0a ---- ---- Actual Forces ---- ••--•••••• .............v.....0 I Actual ....... Stresses Pc -villucr kjuvcations are Irom JOmt Allowable t Stress Condition Mem. Loc. I Depth I Load Axial I Shear Mom -x Mom -y Axial. Shear Bnd-X Bnd-Y --- Stress /Force --- Sum % % No. ft in. Case k k in -k . in -k ksi ksi 'ksi ksi Axial Shear I Bnd-X Bnd-Y Bnd+Ax Shear 1001 1.55 8.50 4 0.0 0.7 6.8 0.0 - 74.62 5.89 163.68 33.11 0.042 0.126 1 4.17 8.50 6 -1.1 0.0 17.1 0.0 32.25 5.89 163.68 33.11 0.139 0.008 2 7.45 8.50 1 -0.0 0.1 87.6 0.0 22.70 4.42 122.76 24.83 0.715 0.021 3 0.62 8.50 1 0.0 -0.1 87.7 0.0 55.97 4.42 122.76 24.83 0.715 0.015 Mem. I Loc. I Depth I Area I Rx T Ry Lx Ly -1 Ly -2 Klx Klyl Kly2 Sx LbI Rt -1 Lb2 Rt -2 Qs Qa Cbl Cbl No. fl in. in.2 in. I in. in. in. in /Rx /Ry /Ry in.3 I in. VPC File:CA0400604-O I OEI.vpc VPC Version :5.0a No. Origin Factor Def H Def V --Application Descrition 1 System 1.000 60 Date: 6/9/2004 0.700 W1> W1> 2 System 1.000 60 0 Calculations Package <WI 3 System 1.000 Time: 3:02:14 PM 0 0.700 WP WP 4 System 1.000 60 • 0 0.700 W3> W> 5 Page: 60 of 96 60 0 1001 1.55 8.50 1.70 3.23 0 1.13 18.55 15.4 0.0 11.5 13. 0.0 3.72 15.4 1.58 0.0 1.58 1.00 1.00 1 4.17 8.50 1.70 3.23 1.13 104.6 50.0 39.3 32.4 44.1 34. 3.72 50.0 1.58 39.3 1.58 1.00 1.00 2 7.45 8.50 1.70 3.23 1.13 181.03 51.1 0.0 56.0 45.1 0.0 3.72 51.1 1.58 0.0 0.00 1.00 0.00 3 0.62 8.50 1.70 3.23 1.13 181.03 51.1 0.0 56.0 45.1 0.0 3.72 51.1 1.58 0.0 0.00 1.00 0.00 ilotloetinn i.nad(•nmhinatinnc _Fra mino No. Origin Factor Def H Def V --Application Descrition 1 System 1.000 60 0 0.700 W1> W1> 2 System 1.000 60 0 0.700 <W l <WI 3 System 1.000 60 0 0.700 WP WP 4 System 1.000 60 • 0 0.700 W3> W> 5 System 1.000 60 0 0.700 <W3 • <W3 6 System 1.000 60 0 0.600 F> E> 7 1 System 1.000 60 1 0 0.600 <E I<E Maximum Frame Deflection Summary for Cross Section: 3 Description Deflection in. Ratio IMembCTj Joint ILoadCase Load Case Description Max. Vertical Deflection for S an 1 0.287 0622 2 2 1 W 1> ' Negative horizontal deflection is left x • Negative vertical deflection is down i Lateral deflections of primary frames are calculated on a bare frame basis and. do not include resistance from systems such as roof and endwall diaphragms. Therefore, these deflections may be considerably overstated. , r VPC File: CA0400604-01OEI.VpC VPC Version :5.Oa Date: 6/9/2004 . Calculations Package Time: 3:02:14 PM -& Page: 61.of 96 Wall: 8, Frame,at: 0/6/0 Frame Cross Section: 1 ,a -r FB FB 15'-0"—� g M Dimension Key 1 1'-6" 2 1T-4 12" 3 4'-2" 4 3'-3 1/4" 5 1'-5 3/4" 6 3'-61/4" 7 6 3/4" 8 1'-9 9/16" 9 2 @ 4'-8 7/8" 10 2 11/16" 11 1'4 13/16" 12 24'-3" _ 13 1'-7 12" 5.000:12 VPC File:CA0400604-OIOEI.vpc VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 62 of 96 Frame Clearances Horiz. Clearance between members I (CX002) and 4(CX002): 27'-2" Vert. Clearance at member 1(CX002): 16-5 5/8" Vert. Clearance at member 4(CX002): 16-5 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) a VPC File: CA0400604-0IOEl.vpc VPC Version :5.Oa _ . Calculations Package Date:6/9/2004Time: 3:02:14 PM Page: 63 of 96 Frame Location Design Parameters: Location I Ave. Bav Space I Descrintinn r en.,ta n.,..,., 'r"t. r%..� 0/6/0 1 10/3/0 JRigid Frame 90.0000 Automatic Desien DESCRIPTION: VP Buildings RIGID FRAMES (Type "RF") are solid -web framing systems consisting of tapered or uniform rafters rigidly connected to tapered or.uniform depth columns. The frame provides a clear span (no interior columns) and is designed to support the applied loads as specified. (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 A529, A572, A570, or A607, Grade 50. No. Origin Factor A lication Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 2 System 1.000 1.0 D + 1.0 CG + 1.0 ASL^ D + CG + ASL^ 3 System 1.000 1.0 D + 1.0 CG + 1.0 ^ASL D + CG + ^ASL 4 System 1.333 1.0D+1.0Wl> D+WI> 5 System 1.333 1.0D+1.0<WI D+<WI 6 System 1.333 1.0 D+ 1.0 WP D+WP 7 System 1.333 1.0 D+ 1.0 W3> ' D+ W3> 8 System 1.333 1.0 D + 1.0 <W3 D + <W3 9 System 1.333 1.0D+I.0CG+0.714E> D+CG+E> 10 System 1.333 1.0 D + 1.0 CG + 0.714 <E D + CG + <E 1 I Special 1.700 0.900 D + 0.900 CG + 2.800 E> + CG + F> 12 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 13 Special 1.700 1.200 D + 1.200 CG + 2.800 E> D + CG + Fj 14 Special _ 1.700 1.200 D f.1.200 -CG + 2;800.<E 195.8 Frames Mom6ar Civnc Mem. No. Fig Width in. Fig Thk in. Web Thk in. Depthl in. Depth2 in. Length ft) Weight Fig Fy (ksi) I Web Fy (ksi) Splice Jt.I Codes Jt.2 Shape 1001 5.00 0.0590 0.1180 8.50 8.50 1.11 6.4 55.00 55.00 SS SS 2C 1003 5.00 0.0590 0.1180 8.50 8.50 1.11 6.4 55.00 55.00 SS SS 2C 1 5.00 0.1875 0.1345 12.00 17.00 17.23 245.9 50.00 50.00 BP KN 3P 2 5.00 0.1875 0.1345 15.00 9.00 16.25 195.8 50.00 50.00 KN SP 3P 3 5.00 0.1875 0.1345 9.00 15.00 16.25 195.8 50.00 50.00 SP KN 3P 4 5.00 0.1875 0.1345 12.00 17.00 17.23 245.9 50.00 50.00 BP KN 3P .' 6n o7U.c lP) tmciuoes au plates) Boundary Condition Summary Frame Pricing Weight = 1060.2 (p) (Includes all pieces) Member X -Loc Y -Loc Supp. X Supp. Y Moment Displacement X in. Displacement Y in. Dis lacement ZZ rad. 1 0/0/0 0/0/0 Yes Yes No 0/0/0 0/0/0 0.0000 4 30/0/0 0/0/0 Yes Yes No 0/0/0 0/0/0 0.0000 1001 30/0/0 18/0/0 Yes Yes Yes 0/0/0 0/0/0 0.0000 1003 0/0/0 18/0/0 Yes Yes Yes 0/0/0 0/0/0 0.0000 Frame Reactinns - i.nad ('ago. at F'ramo r..... eo..t:..... i VPC File:CA0400604-01 OEl.vpc VPC Version :5.Oa X -Loc Grid -Grid2 0/0/0 1-B 0/0/0,18/0/0 I -B 30/0/0 I- 30/0/0,18/0/0 I- Ld I Description Hx Vy Hx Vy Mzz Hx Vy Hx Vy Mzz Cs (application factor not shown (k) (k) (k in -k (k) (k) (k) in -k 1 D + CG + L 0.67 5:67 0.44 -5 -0.67 5.67 - 0.44 5 2 D + CG + ASL^ 0.13 1.15 - 0.08 -1 -0.13 1.15 - 0.08 1 3 D+CG+^ASL 0.13 1.15 0.08 -1 -0.13 1.15 - 0.08 1 4 D+WI> -3.06 -5.63 0.36 -0.78 8 -2.25 -1.23 -0.36 -0.78 -8 5 D + <W I 2.25 -1.23 0.36 -0.78 8 3.06 -5.63 -0.36 -0.78 -8 6 D + WP 1.30 -2.00 - 0.08 -1 -1.30 -2.00 - 0.08 1 7 D+ W3> -4.23 -1.76 0.08 -1 -3.66 2.09 - 0.08 1 8 D+<W3 3.66 2.09 0.08 -1 4.23 -1.76 - 0.08 1 9 D + CG + Fj -0.21 0.72 -0.02 0.08 -1 -0.48 1.58 -0.02 0.08 1 10 D + CG + <E 0.48 1.58 0.02 0.08 -1 0.21 0.72 0.02 0.08 1 - VPC File:CA0400604-01 OEl.vpc VPC Version :5.Oa _ Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Lam Page: 64 of 96 Maximum Aoart:nnc C..mmar.. _ t'�...... X -Loc Grid Hrzleft Load HrzRight Load Hrz In Load Hrz Out Load Uplift Load VrtDown Load Mom cw Load Mom ccw Load ASL^ 0.00 (-Hx) Case (Hx) Case (-Hz) Case Hz ( ) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case 0/0/0 1-B 4.23 7 3.66 8 6.31 - W 7.89 5.63 4 k 5.67 1 in -k 1.97 in -k) F> 0/0/0 18/0/0 0.02 9 0.36 4 - 0.00 - 2 0.78 4 0.44 1 4.7 1 8.2 4 30/0/0 1-B 3.66 7 4.23 8 - 401.0 501.9 2 5.63 5 5.67 1 - 10.76 0.750 2.50 30/0/0 18/0/0 0.36 4 0.02 10 - 55.7 121.0 3 0.78 4 0.44 1 8.2 4 4.7 1 Load Type Horizontal Load Reaction k Vertical Load Reaction k D 0.00 0.00 2.39 2.31 CG 0.00 0.00 0.00 0.00 L 0.00 0.00 9.04 9.04 ASL^ 0.00 0.00 0.00 0.00 ^ASL 0.00 0.00 0.00 0.00 Wl> 5.31 5.31 9.16 9.16 <Wl 5.31 5.31 9.16 9.16 WP 0.00 0.00 6.31 6.31 W3> 7.89 7.89 1.97 1.97 <W3 7.89 7.89 1.97 1.97 F> 0.97 0.97 0.00 0.00 <E 0.97 0.97 0.00 0.00 RnCP Plata Gummar., X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam, Type Welds to Welds to 0/0/0. I -B No. 1 in. Q.375 in. 8 in. 13 Bolts in. in. Flange Web 30/t)/0 Description 4 0.375.... " 8. y3.... 4 -0.750 A36 OS -0.1875 OS -0.1875 'OS 2.000 Both F-FP,W-OS-0.1875 1 _ S4Alternate :., 4'... 0.750% A36 - ....:;DS -0.1875:_:... .. -0.1875 ' Weh Gtiffnnar Gumma... Mem. Stiff. Desc. Loc. Web Depth h/t a/h a Thick. Width Side Welding No. No. - Out ft in. - In 2 in. in. in. Actual Description 1 1 S3 16.44 16.625 N/A N/A N/A 0.1875 2.000 Both F-FP,W-OS-0.1875 1 2 S4Alternate Csin-k) 4 Web Thick.= 0.1644 0.1875 2.000 Opposite Fillet W -OS -0.1875 4 1 S3 16.44 16.625 N/A N/A N/A 1 0.1875 2.000 Both F-FP,W-OS-0.1875 4 2 S4 2 Alternate 1 Web nick .= 0.1644 0.1875 2.000 Opposite Fillet W -OS -0.1875 Rnitedrnnn-fln- IA 11C Mem. No. Jt. No. Type Conn. Thick. Width Length Bolt Diam. Pitch Rows -Out Rows -In 13/11/0 Moment - Out 2 Moment - In 2 4 2 4 Ld Actual Capacity IT Actual Capacity 1/9/9 FB2050 3 in. in. (in.) (in. in. Bolt Bolt Bolt Bolt Csin-k) 4 (in -k) Cs in -k in -k 1 2 KN(Face) STD 0.500 6.00 15.50 0.750 2.50 2 • 0 2 0 8 389.7 501.9 7 401.0 501.9 2 1 KN(Face) STD 0.500 6.00 16.00 0.750 2.50 2 0 2 0 8 389.7 501.9 7 401.0 501.9 2 2 SP STD 0.375 6.00 10.76 0.750 2.50 1 0 1 0 8 10.3 121.0 1 55.7 121.0 3 1 SP STD 0.375 6.00 10.76 0.750 2.50 1 0 1 0 8 10.3 121.0 1 55.7 121.0 3 2 KN(Face) STD 0.500 6.00 16.00 0.750 2.50 2 0 2 0 7 389.7 501.9 8 401.0 501.9 4 2 KN(Face), STD 0.500 1 6.00 1 15.50 1 0.750 .1 2.50 2 0 : 2 0 7 389.7 501.9 8 401.0 501.9 Flanoa Rron Q-- Member From Member Joint 1 From Side Point 1 Part Design Note 1 12/5/4 12/5/4 FB2040 1 13/11/0 13/11/0 FB2044 2 4/2/15 1113n FB2070 2 13/8/13 1/9/9 FB2050 3 1/6/0 1/9/9 FB2050 3 10/11/14 11 /3/7 FB2070 4 12/5/4 12/5/4 FB2040 4 13/11/0 13/11/0 FB2044 Frame Desi2n Member Summar -Controlling Load Case and Maximum Combined Stresses er Member ocations are from Joint 1 Actual Forces Actual Stresses Allowable Stress Condition Mem. Loc. Depth Load Axial Shear Mom -x Mom -y Axial Shear Bnd-X Bnd-Y --- Stress /Force --- Sum% % VPC File: CA0400604-01OEl.vpc VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 65 of 96 No. I ft I in. Case I k k I in -k in -k I ksi ksi ksi ksi Axial Shear I Bnd-X Bnd-Y I Bnd+Ax Shear 1001 1.63 8.50 4 0.0 -0.9 8.2 0.0 1.13 19.50 16.8 0.0 74.62 5.89 163.68 33.11 0.051 0.145 1003 1.62 8.50 4 0.0 0.9 8.2 0.0 - 1.70 - - 74.62 5.89 163.68 33.11 0.051 0.145 1 12.44 15.78 8 -2.1 -2.4 453.9 0.0 0.54 1.18 24.83 0.00 26.89 8.46 27.79 34.49 0.909 0.140 2 0.51 15.00 7 1.5 -2.2 534.7 .0.0 0.38 1.14 29.08 0.00 40.00 9.38 34.69 34.69 0.838 0.121 3 15.08 15.00 8 1.5 2.2 534.7 0.0 0.38 1.14 29.08 ' 0.00 40.0 9.38 34.6 34.6 0.838 0.121 4 12.4 15.78 7 -2.1 2.4 -453.9 ,0.0 0.54 1.18 24.83 0.00 26.89 8.46 27.7 34.49 0.909 1 0.140 Mem. No. Loc. ft Depth in. Area in.2 Rx in. Ry in. Lx in. Ly -1 in. •Ly -2 in. Klx /Rx Klyl /R Kly2 /Ry Sx in.3 Lbl in. Rt -1 in. Lb2 in. Rt -2 in. Qs Qa Cbl I Cb2 1001 1.63 8.50 1.70 3.23 1.13 19.50 16.8 0.0 12.1 14.8 0.0 3.72 16.8 1.58 0.0 0.00 1.000 60 0 1.00 1.00 1003 1.62 8.50 1.70 3.23 1.13 19.50 16.8 0.0 12.1 14.8 0.0 3.72 16.8 1.58 0.0 1.58 1.00 1.00 1 12.44 15.78 3.95 6.26 1.00 197.64 : 60.0 17.8 47.3 60.3 17.8 18.28 149.3 1.29 17:8 1.25 0.86 1.00 1.75 1.03 2 0.51 15.0 3.8 5.99 1.01 181.00 10.6 51.0 30.2 10.5 50.5 18.3 10.6 1.26 51.0 1.27 0.87 1.00 1.01 1.12 3 15.08 15.0 3.84 5.99 1.01 181.0 51.0 10.6 30.2 50.5 10:5 18.39 51.0 1.27 10.6 1.26 0.87 1.00 1.12 1.01 4 12.4 15.78 3.95 6.26 1.00 197.64 60.0 17.8 47.3 60.3 17.8 18.2 149.3 1.29 17.8 1.25 0.86 1.00 1.75 1.03 n.nartinn r ...a _ r..,...:.... No. Ori in Factor Def H Def V Application Description 1 System 1.000 60 0 0.700 Wl> Wl> 2 System 1.000. 60 0 0.700<Wl <Wl 3 System 1.000 60 0 0.700 WP WP 4 System 1.000 60 0 0.700 W3> W> 5 System 1.000 60 0 0.700 <.W3 <W3 6 System 1.000 60 0 0.600 E> E> 7 System 1.000 60 0 0.600 <E J<E Mazimnm Frame npflPrtinn Rnmmnr fnr (ince Rertinn• 1 Description Deflection (in.) Ratio IMemberl Joint I Load Case Load Case Description ax. Horizontal Deflection 3.216 ax. Vertical Deflection for Span 1 0.138 ( H/62) L2478 4 2 2 2 5 2 <W3 <Wl ' Negative horizontal -deflection is left::..: `" • Negative vertical deflection is down Lateral deflections of primary frames are calculated on a bare frame basis and do not include resistance from systems such as roof and endwall diaphragms. Therefore, these deflections may be considerably overstated. VPC File: CA0400604-01OEl.vpc VPC Version :5.Oa l Calculations Package Wall : 8, Frame at: 20/0/0 Frame Cross Section: 2 M Dimension Key 1 1'-6" 2 17'-4 12" 3 4'-2" 4 3'-31/4" 5 1'-5 3/4" 6 3'-6 1/4" 7 6 3/4" 8 P-9 9/16" 9 2 @ 4'-8 7/8" 10 2 11/16" 11 1'-4 13/16" 12 24'-3" 13 1'-7112 5.000:12 VPC File: CA0400604-01OEl.vpc VPC Version :5.Oa Date: 6/9/2004 Time: 3:02:14 PM Date: 6/9/2004 Calculations Package Time: 3:02:14 PM LAMPage: 67 of 96 Frame Clearances Horiz. Clearance between members 1(CX003) and 4(CX003): 26'-0" Vert. Clearance at member 1(CX003): 16-2 1/16" Vert. Clearance at member 4(CX003): 16-2 1/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VPC File: CA0400604-OIOE1.vpc VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM . - &_ Page: 68 of 96 Frame Location Design Parameters: Location I Avg. Bay Space Description Angle Group Trib. Override Design Status 20/0/0 1 19/6/0 IRipid Frame 1 90.0000 A. rte. t;,. n-; - DESCRIPTION: l ;- DESCRIPTION: VP Buildings RIGID FRAMES (Type "RF") are solid -web framing systems consisting of tapered or uniform rafters rigidly connected to tapered or uniform depth columns. The frame provides a clear span (no interior columns) and is designed to support the applied loads as specified. (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 A529, A572, A570, or A607, Grade 50. Design Load Combinations - Framing No. Ori in Fact -or' Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 1, D + CG + L 2 System 1.000 1.0D+I.0CG+1.0ASL^ D+CG+ASL^ 3 System 1.000 1.0 D + 1.0 CG + 1.0 ^ASL D + CG + ^ASL 4 System 1.333 I.OD+I.OWI> D+W1> 5 System 1.333 1.0 D + 1.0 <W 1 D + <W 1 6 System 1.333 1.0 D+ 1.0 W3> D+ W3> 7 System 1.333 1.0 D + 1.0 <W3 D + <W3 8 System 1.333 1.0 D + 1.0 CG + 0.714 F> D + CG + Fj 9 System 1.333 1.0 D "+ 1.0 CG + 0.714 <E D + CG + <E 10 Special 1.700 0.900 D + 0.900 CG + 2.800 F> D + CG + E> 11 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 12 Special 1.700 1.200 D + 1.200 CG + 2.800 F> D + CG + E> 13 Special 1.700 1.200 D + 1.200 CG + 2.800 <E D + CG + <E 14 System.Derived 1.333 1:0 D + 1.0 WP,+ 1.O WB1> D +. WP + WB I> . 15 `System Derived ..333. 1.0 D + 1.0 WP. P + 1.0 <WB I : D + Wp + <WB 1 16 System Derived 1.333 1.0 D + 1.0 CG + 0.214 E> + 0.892 EB> D + CG + E> + EB> 17 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 0.892 EB> D + CG + <E + EB> 18 Special 1.700 0.900 D + 0.900 CG + 2.800 EB> D + CG + EB> 19 Special 1.700 1.200 D + 1.200 CG + 2.800 EB> D + CG + EB> 20 System Derived 1.333 1.0 D + 1.0 CG + 0.214 E> + 0.892 <EB D + CG + F> + <EB 21 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 0.892 <EB D + CG + <E + <EB 22 Special 1.700 0.900 D + 0.900 CG + 2.800 <EB D + CG + <EB 23 Special 1.700 1.200 D + 1.200 CG + 2.800 <EB ID + CG + <EB Frame Member Sizes Mem. No. Flg Width in. Flg Thk in. Web Thk in. Depthl in. Depth2 in. Length ft) Weight (p) Flg Fy (ksi Web Fy ksi Splice Jt.l Codes A.2 . Shape 1001 5.00 0.0590 0.1180 8.50 8.50 1.11 6.4 55.00 55.00 SS SS 2C 1003 5.00 0.0590 0.1180 8.50 8.50 1.11 6.4 55.00 55.00 SS SS 2C 1 5.00 0.1875 0.1345 12.00 24.00 17.23 281.6 50.00 50.00 BP KN 3P 2 5.00 0.1875 0.1345 21.00 9.00 16.25 215.8 50.00 50.00 KN SP 3P 3 5.00 0.1875 0.1345 9.00 21.00 16.25 215.8 50.00 50.00 SP KN 3P 4 5.00 0.1875 0.1345 12.00 24.00 17.23 281.6 50.00 1 50.00 BP KN 3P 1 otal Frame Weight = 1007.7 (p) (Includes all plates) Frame Pricing Weight = 1176.0 (p) (Includes all pieces) Boundary Condition Summary Member X -Loc Y -Loc Supp. X Supp. Y Moment Displacement X in. Displacement Y in. Displacement ZZ rad. 1 0/0/0 0/0/0 Yes Yes No 0/0/0 0/0/0 0.0000 4 30/0/0 0/0/0 Yes Yes No 0/0/0 0/0/0 0.0000 1001 30/0/0 18/0/0 Yes Yes Yes 0/0/0 0/0/0 0.0000 1003 0/0/0 18/0/0 Yes Yes Yes 0/0/0 0/0/0 0.0000 Frame Reactions - Load Cases at Frame Cross Section: 2 X -Loc 0/0/0 0/0/0,18/0/0 30/0/0 30/0/0,18/0/0 Grid -Grid2 2-B 2-B 2- 2_ Ld Description Hx Hz Vy Hx Vy Mzz Hx Hz Vy Hx Vy Mzz Cs (application factor not shown (k) (k) (k) (k in -k k k k k k in -k 1 D + CG + L 1.24T-8.82 - 0.75 1 -8 -1.24. 8.82 - 0.75 8 VPC File: CA0400604-01OEl.vpc t. . VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 69 of 96 Grid 2 D + CG + ASL^ 0.26 Load 1.95 Load 0.16 -2 -0.26 Load 1.95 - 0.16 2 Mom ccw Load 3 D+CG+^ASL 0.26 Case 1.95 Case -0.16 -2 -0.26 - 1.95 - 0.16 2 (-Mzz) Case 4 D+W1> -5.88 15.07 -9.75 0.59 -1.25 13 4.33 - -1.42 -0.59 -1.25 -13 - 1.65 5 D+<WI 4.33 - -1.42 0.59 -1.25 13 5.88 - -9.75 -0.59 -1.25 -13 - 4 6 D + W3> -7.77 0.00 -3.40 - 0.16 -2 -6.68 8 4.05 - 0.16 2 - 0.00 7 D + <W3 6.68 1 4.05 - 0.16 -2 7.77 - -3.40 - 0.16 2 - 14 8 D + CG + Fj -0.33 5 1.22 -0.03 0.15 -2 -0.85 2.69 -0.03 0.17 2 - 9 9 D + CG + <E 0.85 2.69 0.03 0.17 -2 0.33 - 1.22 0.03 0.15 2 - 14 D + WP + WB 1> 2.57 -5.83 -8.07 - 0.16 -2 -2.57 -5.83 -8.14 - 0.16 2 - 15 D + WP + <WB 1 2.69 - 1.73 - 0.16 -2 -2.69 - 1.73 - 0.16 2 - 16 D + CG + Fj + EB> 0.08 -1.23 0.73 -0.01 0.16 -2 -0.44 -1.23 1.16 -0.01 0.17 2 - 17 D + CG + <E + EB> 0.44 -1.23 1.17 0.01 0.17 -2 -0.08 -1.23 0.72 0.01 0.16 2 - 20 D + CG + Fj + <EB 0.10 - 2.74 -0.01 0.16 -2 -0.46 - 3.17 -0.01 0.17 2 - 21 D + CG + <E + <EB 0.46 - 3.18 0.01 0.17 -2 -0.10 - 2.73 0.01 0.16 2 - Maximum Reactinnc Summary _ Framino X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load :-_ASL^..:, . •:_ ;..::-: :0.00 (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case 15.06 15.07 W3> 14.46 k 3.25 3.26 <W3 14.46 14.46 3.25 3.26 k 1.65 in -k 0.00 in -k <E 0/0/0 2-B 7.77 6 6.68 7 5.83 14 - WB1> 9.75 4 8.82 1 - 0.00 - - 0/0/0. 18/0/0 0.03 8 0.59 4 - - - 0.00 1.25 4 0.75 1 7.9 1 13.3 4 30/0/0 2-B 6.68 6 7.77 7 5.83 14 - 9.75 5 8.82 1 - - - 30/0/0 1 18/0/0 0.59 1 4 0.03 9 - - - 1.25 1 4 1 0.75 1 1 13.3 4 7.9 1 Cnm of l? rr with R-tinnc R--. Load Type Horizontal Load Reaction Vertical Load Reaction k D 0.00 0.00 4.01 3.90 CG 0.00 0.00 0.00 0.00 L 0.00 .0.00 13.73 13.73. :-_ASL^..:, . •:_ ;..::-: :0.00 0.00 0.00...:. 0.00:: . ^ASL - 0.00 0.00 '-0.00 : -' 0.00 WI> 10.21 10.21 15.06 15.07 <WI 10.21 10.21 15.06 15.07 W3> 14.46 14.46 3.25 3.26 <W3 14.46 14.46 3.25 3.26 E> 1.65 1.65 0.00 0.00 <E 1.65 1.65 0.00 0.00 WP 0.00 0.00 10.28 10.29 WB1> 0.00 0.00 0.00 9.84 <WB1 0.00 0.00 0.00 9.84 EB> 0.00 0.00 0.00 2.25 <EB 0.00 0.00 1 0.00 2.25 Raca Plata q.,-_ X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diann. Type Welds to Welds to Welding No. No. in. in. in. Bolts in. (in. Flange Web 0/0/0 2-13 1 0.375 8 13 4 0.750 A36 OS -0.1875 OS -0.1875 30/0/0 2- 4 0.375 8 13 4 0.750 A36 OS -0.1875 OS -0.1875 Woh Ctiffnoo. C..m....,... Mem. Stiff. Desc. Loc. Web Depih h/t a/h a Thick. Width Side Welding No. No. 2 ft in. Capacity Ld (in. in. in. No. Description 1 1 S3 16.14 23.625 N/A N/A N/A 0.1875 2.000 Both F-FP,W-OS-0.1875 1 2 S4 1 Alternate Web Thick.= 0.1644 0.1875 2.000 Opposite Fillet W -OS -0.1875 4 1 S3 16.14 23.625 N/A N/A N/A 0.1875 2.000 Both F-FP,W-OS-0.1875 4 2 S4 22.00 Alternate Web Thick.= 0.1644 0.1875 2.000 Opposite Fillet W -OS -0.1875 Bolted Conneetions tA325 Rnitcl Mem. Jt. Type Conn. Thick. Width Length Bolt Diam. Pitch Rows -Out Rows -In Moment - Out Moment - In 2 4 2 4 Ld Actual Capacity Ld Actual Capacity No. No. in. in. in. in. in. Bolt Bolt Bolt Bolt Cs in -k) Cs in -k (in -k 1 2 KN(Face) STD 0.500 6.00 21.50 0.750 2.50 2 0 2 0 7 682.1 752.6 6 , 703.3 752.6 2 1 KN(Face) STD 0.500 6.00 22.00 0.750 2.50 2 0 2 0 7 682.1 752.6 6 703.3 752.6 2 2 SP STD 0.375 .6.00 10.78 0.750 2.50 1 0 1 0 6 17.4 121.0 14 81.5 121.0 VPC File: CA0400604-0 I OE I.vpc VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM . Page: 70 of 96 3 STD 0 375 6.00 8 0:77�500 22:50 1 17.4 4 703 75 6 12 I KN(Face) I STD 10.500 16 00 121.50 6.00 00 10.750 12.50 12 I 0 I 2 I 0 1221.0 1 6 I 682 1I 752.6 52,6 1 71 703.31 752.61 Flanoa Rrara Cnmmary Member From Member Joint 1 From Side Point 1 Part Design Note 1 7/5/4 7/5/4 FB2050 Axial 1 13/11/0 13/11/0 (2)FB2074 Shear 2 3/9/14 11/3/1 (2)FB2100 % 2 8/6/12 6/6/9 FB2074 k 2 13/3/12 1/9/9 FB2054 ksi 3 1/6/0 1/9/9 FB2054 Shear 3 6/3/0 6/6/9 FB2074 0.1 3 10/11/14 11/3/7 (2)FB2100 8.50 4 7/5/4 7/5/4 FB2050 163.68 4 13/11/0 13/11/0 (2)FB2074 1.62 Frnmr Dnciun Mamhrr Cnmmary - t`nnf-]I- r nad !''are .,..d a ------- _ _ we--�__ rt Mem. No. Actual Forces Actual Stresses Allowable Stress Condition Mem. Loc. Depth Load Axial Shear Mom -x Mom -y Axial Shear Bnd-X Bnd-Y-- Stress /Force --- Sum % % No. ft in. Case k k in -k in -k ksi ksi ksi a ksi Axial Shear Bnd-X Bnd-Y Bnd+Ax Shear 1001 1.63 8.50 4 0.1 -1.4 13.3 0.0 1.62 8.50 J.70 - 74.62 5.89 163.68 33.11 0.082 0.235 1003 1.62 8.50 4 0.1 1.4 13.3 0.0 1.00 1.00 1 1.3.92. 74.62 5.89 163.68 33.11 0.082 0.235 1 13.92 22.33 6 4.3 1.7 930.0 0.0 0.89 0.59 31.77 0.00 40.00 4.16 32.48 33.03 0.978 0.141 2 4.54 17.8 7 -3.2 4.4 -723.8 0.0 0.77 1.88 33.62 0.00 28.62 6.58 33.99 33.99 1.012 0.286 3 10.8 17.8 6 -3.2 4.4 -723.8 0.0 0.77 1.88 33.62 0.00 26.77 6.58 33.9 33.99 1.012 0.286 4 13.92 22.33 7 4.3 -1.7 930.0 0.0 0.89 0.59 31.77 0.00 40.0 4.16 32.48 33.03 0.978 0.141 Mem. No. Loc. ft Depth in. Area in.2 Rx in. Ry in. Lx in. Ly -1 in. Ly -2 in. Klx /Rx Klyl /R Kly2 /Ry Sx in.3 Lbl in. I Rt -I in. Lb2 in. Rt -2 in. I Qs Qa Cbl Cbl 1001 1.63 8.50 1.70 3.23 1.13 19.50 16.8 0.0 12.1 14.8 0.0 3.72 16.8 1.58 0.0 0.00 1.000 60 0 1.00 1.00 1003 1.62 8.50 J.70 3.23. 1.13 19.5 .16.8 0.0 12.1 14.8 0.0 3.72 16.8 1.58 0.0 1.58 1.00 1.00 1 1.3.92. 22.33 4,83 8.49 0:40:. 194.13: 17.8 ;'27.1 34.3 19:7 30.1 ..'29.21 1.7.8 1.18 27.1 .1.1.8:0.83 1.00 1.03 1.02 2 4.54 .17.8 4.2 6.98 0.96 '17600' 45.9 56. 25. 47: '59.1 21.53 45.9 1.23 56.9 1.23 0.85 1'.00 1.10 1.22 3 10.8 17.8 4.22 6.98 0.96 176.00 56.9 45.9 25.2 59.1 47.7 21.53 56.9 1.23 45.9 1.23 0.85 1.00 1.22 1.10 4 13.92 22.33 4.83 8.49 0.90 194.13 17.8 27.1 34.3 19.7 30.1 29.27 17.8 1.181 27.11 1.18 0.831 1.001 1.03 1.02 Drflertinn l.nad CnmhinaKnnc - Framino No. Ori in Factor Def H Def V Application Description 1 System 1.000 60 0 0.700 W 1> Wl> 2 System 1.000 60 '.O 0.700 <W 1 <WI 3 System 1.000 60 0 0.700 WP WP 4 System 1.000 60 0 0.700 W3> W> 5 System 1.000 60 0 0.700 <W3 <W3 6 System 1.000 60 0 0.600 F> Fj 7 1 System 1 1.000 1 60 1 0 10.600 <E I<E Maximum Frames Daflrrtinn Cnmmary f*- r,^,r • Negative horizontal deflection is left • Negative vertical deflection is down Lateral deflections of primary frames are calculated on a bare frame basis and do not include resistance from systems such as roof and endwall diaphragms. Therefore, these deflections may be considerably overstated. VPC File:CA0400604-OIOEI.vpc . VPC Version :5.Oa Description Deflection in. Ratio IMemberl Joint ILoadCase Load Case Description Max. Horizontal Deflection 2.908 Max. Vertical Deflection for Span 1 -0.134 ( H/68) U2509 I 1 2 1 2 2 4 3 W3> WP • Negative horizontal deflection is left • Negative vertical deflection is down Lateral deflections of primary frames are calculated on a bare frame basis and do not include resistance from systems such as roof and endwall diaphragms. Therefore, these deflections may be considerably overstated. VPC File:CA0400604-OIOEI.vpc . VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 71 of 96 Wall: 8, Frame at: 39/6/0 Frame Cross Section: 3 Dimension Key 1 1'-6" 2 IT -4 1/2" 3 4'-2" 4 3'-31/4" 5 1'-5 3/4" 6 3'-61/4" 7 6 3/4" 8 1'-9 9/16" 9 2 @ 4'-8 7/8" 10 2 11/16" 11 1'-4 13/16" 12 24'-3" 13 1'-7 1/2" 5.000:12 VPC File:CA0400604-OlOEl..vpc 'VPC Version :5.Oa FB r -B Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 72 of 96 Frame Clearances Horiz. Clearance between members 1(CX004) and 4(CX004): 27'-2" Vert. Clearance at member 1(CX004): 16-5 5/8" Vert. Clearance at member 4(CX004): 16'-5 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VPC File:CA0400604-01 OEI.vpc VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM . Page: 73 of 96 Frame Location Location I Avg. Bav Space I Descn non I Angle I Group Trib. Override Design Status 39/6/0 1 10/3/0 IRigid Frame 1 90.0000 - Automatic Design DESCRIPTION: VP Buildings RIGID FRAMES (Type "RF") are solid -web framing systems consisting of tapered or uniform rafters rigidly connected to tapered or uniform depth columns. The frame provides a clear span (no interior columns) and is designed to support the applied loads as specified. (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 A529, A572, A570, or A607, Grade 50. Design Load Combinations - Framine No. Origin Factor Application Description 1 • System 1.000 1.0 D+ 1.0 CG + 1.0 L D + CG + L 2 System 1.000 1.0D+I.0CG+1.0ASL^. D+CG+ASL^ 3 System 1.000 1.0 D + 1.0 CG + 1.0 ^ASL D + CG + ^ASL 4 System 1.333 1.0 D + 1.0 W 1> D + W 1> 5 System 1.333 1.0 D + 1.0 <W I D + <W1 6 System 1.333 1.0 D + 1.0 W3> D + W3> 7 System 1.333 1.0 D + 1.0 <W3 D + <W3 8 System 1.333 1.0 D + 1.0 CG + 0.714 F> D + CG + F> 9 System 1.333 I.0D+I.0CG+0.714<E D+CG+<E 10 Special 1.700 0.900 D + 0.900.CG + 2.800 F> D + CG + F> 11 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 12 Special 1.700 f.200 D + 1.200 CG + 2.800 E> D + CG + Fj 13. Special 1.700 1.200 D + 1.200 CG + 2.800 <E D + CG + <E 14. System Derived.. .1.333. 1.0 D.+ 1:0 WP + 1.0. W.13 I>. s .: I):+ WP + WB1> .... ' :15 System Derived .._ 1.333 1.0 D + 1.0 WP + 1.0 <WB 1 D + Wp + <Wgl 16 System Derived 1.333 1.0 D + 1.0 CG + 0.214 F> + 0.892 EB> D + CG + Fj + EB> 17 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 0.892 EB> D + CG + <E + EB> 18 Special 1.700 0.900 D + 0.900 CG + 2.800 EB> D + CG + EB> 19 Special 1.700 1.200 D + 1.200 CG + 2.800 EB> D + CG + EB> 20 System Derived 1.333 1.0 D + 1.0 CG + 0.214 F> + 0.892 <EB D + CG + E> + <EB 21 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 0.892 <EB D + CG + <E + <EB 22 Special 1.700 0.900 D + 0.900 CG + 2.800 <EB D + CG + <EB 23 Special 1.700 1.200 D + 1.200 CG + 2.800 <EB D + CG + <EB Frame Member Sizes Mem. No. Flg Width in. Flg Thk in. Web Thk in. Depthl in. Depth2 in. Length ft) Weight (p) Flg Fy (ksi Web Fy (ksi) Splice ]t.1 Codes Jt.2 Shape 1001 5.00 0.0590 0.1180 8.50 8.50 1.11 6.4 55.00 55.00 SS SS 2C 1003 5.00 0.0590 0.1180 8.50 8.50 1.11 6.4 55.00 55.00 SS SS 2C . 1 5.00 0.1875 0.1345 12.00 17.00 17.23 245.9 50.00 50.00 BP KN 3P 2 5.00 0.1875 0.1345 15.00 9.00 16.25 195.8 50.00 50.00 KN SP 3P 3 5.00 0.1875 0.1345 9.00 15.00 16.25 195.8 50.00 50.00 SP KN 3P 4 1 5.00 1 0.1875 1 0.1345 1 12.00 1 17.00 1 17.23 245.9 50.00 1 50.00 1 BP . KN 3P Total Frame Weight = 896.2 (p) (Includes all plates) Frame Pricing Weight= 1057.4 (p) (Includes all pieces) Bounda Condition Summar Member X -Loc Y -Loc Supp. X Supp. Y Moment Displacement X in. Dis lacement Y in. Displacement ZZ rad. I 0/0/0 0/0/0 Yes Yes No 0/0/0 0/0/0 0.0000 4 30/0/0 0/0/0 Yes Yes No 0/0/0 0/0/0 0.0000 1001 30/0/0 18/0/0 Yes Yes Yes 0/0/0 0/0/0 0.0000 1003 0/0/0 18/0/0 Yes Yes Yes 0/0/0 0/0/0 0.0000 Frame Reactions - Load Cases at Frame Cross Section: 3 X -Loc 0/0/0 0/0/0,18/0/0 30/0/0 30/0/0,18/0/0 Grid -Grid2 3-B 3-B 3- 3- y Ld Description Hx Hz]5.67 Hx V Mzz Hx Hz Vy Hx Vy Mzz Cs (application factor not shown) (k (k k) in -k k k 1 D + CG + L 0.67 0.44 -5 -0.67 5.67 - 0.44 5 VPC File:CA0400604-01 OEI.vpc VPC Version :5.Oa • Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 74 of 96 2 D + CG + ASL^ 0.13 - 1.15 0.08 -1 -0.13 1.15 0.08 1 3 D + CG + ^ASL 0.13 - 1.15 0.08 -1 -0.13 - 1.15 - 0.08 1 4 D+WI> -3.06 - -5.63 0.36 -0.78 8 x2.25 - -1.23 -0.36 -0.78 -8 5 D + <W i 2.25 - -1.23 0.36 -0.78 8 3.06 - -5.63 -0.36 -0.78 -8 6 D+W3> -4.23 - -1.76 - 0.08 -1 -3.66 - 2.09 - 0.08 1 7 D+<W3 3.66 - 2.09 - 0.08 -1 4.23 -1.76 - 0.08 1 8 D + CG + F> -0.21 - 0.72 -0.02 0.08 -1 -0.48 1.58 -0.02 0.08 1 9 D + CG + <E 0.48 - 1.58 0.02 0.08 -1 0.21 0.72 0.02 0.08 1 14 D+ WP+ WB1> 1.35 - 2.92 - 0.08 -1 -1.35 2.92 - 0.08 1 15 D+WP+<WB1 1.30 5.83 -6.95 - 0.08 -1 -1.30 5.83 -6.89 - 0.08 1 16 D + CG + F> + EB> 0.04 - 2.03 -0.00 0.08 -1 -0.25 - 2.28 -0.00 0.08 1 17 D + CG + <E + EB> 0.25 - 2.29 0.00 0.08 -1 -0.04 - 2.02 0.00 0.08 1 20 D + CG + Fj + <EB 0.03 1.23 0.01 -0.00 0.08 -1 -0.24 1.23 0.29 -0:00 0.08 1 - 21 D + CG + <E + <EB 0.24 1.23 0.27 1 0.00 1 0.08 1 -1 1 -0.03 1 1.23 1 0.03 1 0.00 1 0.08 1 1 - Maximum Roa rtinnc Summary _From:.... X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load . Uplift Load Vrt Down Load Mom cw Load Mom ccw Load ASL^. ,- ::.. , 0.00 (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case 9.16 9.16 W3> 7.89 7.89 1.97 1.97 <W3 k 7.89 1.97 1.97 E> 0.97 in-kOn-k) 0.00 0.00 <E 0/0/0- 3-B 4.23 6 3.66 7 - 6.31 5.83 15 6.95 15 5.67 1 - - - - 0/0/0 18/0/0 0.02 8 0.36 4 - 0.00 - - 0.78 4 0.44 1 4.7 1 8.2 4 30/0/0 3-3 3.66 6 4.23 7 - 55.7 5.83 15 6.89 15 5.67 1 - - - - 30/0/0 1 18/0/0 0.36 1 4 0.02 1 9 - - 0.78 4 0.44 1 1 8.2 4 4.7 1. Sum of Fn rrec with Raartin c rh-i, _ Fra Load Type Horizontal Load Reaction (k Vertical Load Reaction D 0.00 0.00 2.39 2.31 CG 0.00 0.00 0.00 0.00 L 0.00 0.00 9.04 ...9.04 ASL^. ,- ::.. , 0.00 0.00... :: 0.00 0.00:.: . ^ASL .. .. 0.00 0.00 0.00 0.00 W1> 5.31 5.31 9.16 9.16 <W1 5.31 5.31 9.16 9.16 W3> 7.89 7.89 1.97 1.97 <W3 7.89 7.89 1.97 1.97 E> 0.97 0.97 0.00 0.00 <E 0.97 0.97 0.00 0.00 WP 0.00 0.00 6.31 6.31 WB1> 0.00 0.00 0.00 9.84 <WB 1 0.00 0.00 0.00 9.84 EB> 0.00 0.00 0.00 2.25 <EB 0.00 0.00 0.00 2.25 Race plate Cummar- X-Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to Welds to Welding No. No.in. 4 in. in. Bolts in. in. Flange Web 0/0/0 3-B 1 0.375 8 13 4 0.750 A36 OS -0.1875 OS -0.1875 30/0/0 3- 4 0.375 8 13 4 0.750 A36 OS -0.1875 OS -0.1875 Weh Stif'n r Summary Mem. Stiff. Desc. Loc, Web Depth h/t a/h a Thick. Width Side Welding No. No. 4 ft in. Ld Actual in. in. in. Capacity Description 1 1 S3 16.44 16.625 N/A N/A N/A 0.1875 2.000 Both F-FP,W-OS-0.1875 1 2 S4 Cs Alternate Web Thick .= 0.1644 0.1875 2.000 Opposite Fillet W -OS -0.1875 4 1 S3 16.44 16.625 N/A N/A N/A 0.1875 2.000 Both F-FP,W-OS-0.1875 4 2 S4 KN(Face) Alternate Web Thick= 0.1644 0.1875 2.000 O osite Fillet W -OS -0.1875 Rnitpd Cnnne tinnc IA2'YC Rnlfc\ Mem. Jt. Type Conn. Thick. Width Length Bolt Diam. Pitch Rows -Out Rows -In Moment - Out Moment - In 2 4 2 4 Ld Actual Capacity Ld Actual Capacity No. No. in. in. in. in. (in. Bolt Bolt Bolt Bolt Cs in -k) (in -k) Cs in -k) (in -k 1 2 KN(Face) STD 0.500 6.00 15.50 0.750 2.50 2 2 07 389.7 501.9 6 401.0 501.9 2 1 KN(Face) STD 0.500 6.00 16.00 0.750 2.50 2 1_0 0 2 0 7 389.7 501.9 6 401.0 501.9 2 2 SP STD 0.375 6.00 10.76 0.750 2.50 1 0 1 0 7 10.3 121.0 1 55.7 121.0 VPC Fi1e:CA0400604-010E1.vpc VPC Version :5.Oa _ Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 75 of 96 3 1 SP STD 0.375 6.00 10.76 0.750 2.50 1 0 1 0 7 10.3 121.0 1 55.7 121.0 3 2 KN(Face) STD 0.500 6.00 16.00 0.750 2.50 2 0 2 0 6 I 389.71 501.91 7 I 401.01 501.91 4 2 KN Face STD 0.500 6.00 15.50 0.750 2.50 2 0 2 0 6 389.7 501.9 7 401.0 501.9 IRI anap Rra ro Cnmma- Member From Member Joint 1 From Side Point 1 Part Design Note 1 12/5/4 12/5/4 FB2040 Axial 1 13/11/0 13/11/0 FB2044 Shear 2 4/2/15 11 /3!7 FB2070 % 2 13/8/13 1/9/9 FB2050 k 3 1/6/0 1/9/9 FB2050 ksi 3 10/11/14 11/3/7 FB2070 Shear 4 12/5/4 12/5/4 FB2040 0.0 4 13/11/0 13/11/0 FB2044 8.50 Frame rlacian Malnhar Rummoru _ !`nMrnll:....1 n..d r.,........A nR_..:- Mem. No. Actual Forces I Actual Stresses V 11 Vlll .I V11111 Allowable Stress Condition Mem. Loc. Depth ' Load Axial Shear Mom -x Mom -y Axial Shear Bnd-X Bnd-Y --- Stress /Force -- Sum % % No. ft in. Case k k in -k in -k ksi ksi ksi ksi Axial Shear Bnd-X Bnd-Y Bnd+Ax Shear 1001 1.63 8.50 4 0.0 -0.9 8.2 0.0 1.62 8.50 1.70. 3.23 74.62 5.89 163.68 33.11 0.051 0.145 1003 1.62 8.50 4 0.0 0.9 8.2 0.0 1.00 1.00 1 12.4 74.62 5.89 163.68 33.11 0.051 0.145 1 12.44 15.78 7 -2.1 -2.4 453.9 0.0 0.54 1.18 24.83 0.00 26.89 8.46 27.79 34.49 0.909 0.140 2 0.51 15.0' 6 1.5 -2.2 534.7 0.0 0.38 1.14 29.08 0.00 40.0 9.38 34.6 34.69 0.838 0.121 3 15.08 15.0 7 1.5 2.2 534.7 0.0 0.38 1.14 29.08 0.00 40.00 9.38 34.69 34.69 0.838 0.121 4 12.4 15.78 6 -2.1 2.4 -453.9 0.0 0.54 1.18 24.83 0.00 26.89 8.46 27.7 34.49 0.909 0.140 Mem. No. Loc. ft Depth in. Area in.2 Rx in. Ry in. I Lx in. Ly -1 in. Ly -2 in. Klx /Rx Klyl /R I Kly2 /Ry Sx in.3 Lbl in. Rt -1 in. Lb2 in. Rt -2 in. Qs Qa Cbl Cb2 1001 1.63 8.50 1.70 3.23 1.13 19.50 16.8 0.0 12.1 14.8 0.0 3.72 16.8 1.58 0.6 0.00 1.000 - 1.00 1.00 1003 1.62 8.50 1.70. 3.23 1.13 19.5 16.8 0.0 12.1 14.8 0.0 3.72 16.8 1.58 0.0 1.58 1.00 1.00 1 12.4 15.7 3.95 6.26 1.00 197.6 60.0 17.8 47.3 60.3 17.8 18.28 149.3 1.29 17.8 1.25 0.86 1.00 1.75 1.03 2 0.51 1.5.0 3.84. 5.99 `5.99 , 1.01 181.0 10.6 51.0 30.2 10.5 50.5 18.39 10.6 1.26 51.0 1.27 0.87 1.00 1.01 1.12 3 L5.08 15.0 •. 3:84 ' 1.01 181.0 51-0 10.6 30.2 50.5 10:5. 18.39. 51.0 1:27 10.6 0.87 1.00 1.12 1.01 4 12.4 15.78 3.95 ..6.26 1.00 197.64 60.0 17.8 47.3 60.3 17.8 -18.28 149.3 1.29 17.8 .1.26 '1.25 0.86 1.00:1.75 1.03 naflaorinn 1 nod !"a...6:.....:.... ,. _ c_...... No. Origin Factor JDefH DefVI Application Description 1 System 1.000 60 0 0.700 W 1> W 1> 2 System 1.000 60 0 .700 <W 1 <WI 3 System 1.000 60 0 0.700 WP WP 4, System 1.000 60 0 0.700 W3> W3> 5 System 1.000 60 0 0.700 <W3 W3 6 System 1.000 60 0 0.600 E> E> 7 System 1.000 1 60 1 0 10.600 <E I<E MaYimnm Framo nl nprtinn Rnmmar., C- 9-- c.,.. -. z Description Deflection in. Ratio Member Joint I Load Case Load Case Description Max. Horizontal Deflection3.216 Max. Vertical Deflection for Spa 1 0.138 (1/62) L2478 4 2 2 2 1 5 2 <W3 <W1 • Negative horizontal deflection is left • Negative vertical deflection is down Lateral deflections of primary frames are calculated on a bare frame basis and do not include resistance from systems such as roof and endwall diaphragms. Therefore, these deflections may be considerably overstated. VPC File:CA0400604-O I OEI.vpc VPC Version :5.Oa _ Date: 6/9/2004 Calculations Package Time: 3:02:44 PM Page: 76 of 96 Wall : 10, Frame at: 0/6/0 Frame Cross Section: 3 Dimension Key i 1 1'-6" 2 9'-7 1/2" 3 4'-2., 4 3'-31/4" 5 2'-6 3/4" 6 1'-8 1/8.. 7 2 @ 4'-3 1/8" 8 3 1/8" 9 F-3 3/4" 10 l'-3 7/16" 11 l'-6 9/16" 3.000:12 Frame Clearances VPC File:CA0400604-OIOEI.vpc VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 77 of 96 Vert. Clearance at member 1(CGXOO1): 8'-8 5/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VPC File:CA0400604-01 OEI.vpc VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 78 of 96 Frame Location Design Parameters: Location I Avg. Bay Space I Description Angle I Group Trib. Override Design Status 0/6/0 1 10/3/0 Post & Beam Lean-to I 90.00(x1 e.,t^ma.;, nem;- nr.cion i.nnd Crnmhinatinnc _ Framino No. Origin Factor Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 L D+ CG + L 2 System 1.000 1.0 D + 1.0 CG + 1.0 ASL^ D + CG + ASL^ 3 System 1.000 1.0 D + 1.0 CG + 1.0 ^ASL D + CG + ^ASL 4 System 1.333 1.0 D+ 1.0 W1> D+ Wl> 5 System 1.333 1.0 D + 1.0 <W 1 D + <W 1 6 System 1.333 1.0 D + 1.0 W3> D + W3> 7 System 1.333 1.0 D + 1.0 <W3 D + <W3 8 System 1.333 1.0 D + 1.0 CG + 0.714 E> D + CG + F> 9 System 1.333 1.0 D + 1.0 CG + 0.714 <E D + CG + <E 10 Special 1.700 0.900 D + 0.900 CG + 2.800 E> D + CG + Fj I 1 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 12 Special 1.700 1.200 D + 1.200 CG + 2.800 F> D + CG + E> 13 Special 1.700 1.200 D + 1.200 CG + 2.800 <E D + CG + <E 14 System Derived 1.333 1.0 D + 1.0 WP + 1.0 WB 1> D + WP + WB I> 15 System Derived 1.333 1.0 D + 1.0 WP + 1.0 <WBI D + WP + <WBI 16 System Derived 1.333 1.0 D + 1.0 CG + 0.214 E�; + 0.892 EB> D + CG + F> + EB> 17 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E,+ 0.892 EB> D + CG + <E + EB> 18 Special 1.700 0.900 D + 0.900 CG + 2.800 EB> D + CG + EB> 19 Special 1.700 1.200 D + 1.200 CG + 2.800 EB> D + CG + EB> 20. System Derived 1.333 1.0 D + 1.0 CG + 0.214 F> + 0.892 <EB D + CG + F> + <EB 21 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 0.892 <EB D + CG + <E + <EB 22 Special 1.700 0.900 D + 0.900 CO + 2.800 <EB D + CG + <EB 23 Special 1 1.700 11.200 D + 1.200 CG + 2.800 <EB ID + CG + <EB Frame Member Sizes Mem. Flg Width Flg Thk Web Mk Depthl .' . , Depth2 Length Weight :Flg Fy Web Fy Splice --Codes Shape No. in. in. in. in. in. ft 13/9/0 ksi i Jt.l Jt.2 0/0/0 1001 5.00 0.0590 0.1180 8.50 8.50 1.00 5.8 55.00 55.00 SS - SS 2C 1 5.00 0.0590 0.1180 8.50 8.50 9.27 67.6 55.00 55.00 BP SS 2C 2 5.00 0.0590 0.1180 8.50 8.50 7.73 44.6 55.00 55.00 SS SS 2C 3 5.00 0.0590 0.1180 8.50 8.50 7.91 49.1 55.00 55.00 SS SS 2C Frame Member Releases Member Joint 1 Joint 2 1 No Yes Rnundary r-ditinn Cnmm- iuiai rrame weigni= ioi.i (p) (tnctuoes all plates) Frame Pricing Weight = 216.7 (p) (Includes all pieces) Member X -Loc Y -Loc Supp. X Supp. Y Moment Displacement X in. Y in. Displacement ZZ rad. 1 0/0/0 0/0/0 Yes Yes No 0/0/0 _Displacement 0/0/0 0.0000 3 15/0/0 13/9/0 Yes Yes No 0/0/0 0/0/0 0.0000 1001 0/0/0 10/0/0 Yes Yes Yes 0/0/0 0/0/0 0.0000 Frnmr Roartinnc _ i.nad racoc at Frame !'.. Ce..t:..... t VPC File:CA0400604-O I OEI.vpc VPC Version :5. Oa X -Loc 0/0/0 0/0/0,10/0/0 15/0/0,13/9/0 Grid -Grid2 3-A 3-A 3- Ld Description Hx Vy Hx Vy I Mzz Hx V Cs (application factor not shown k k in -k 1 D + CG + L 2.66 0.44 4 1.93 2 D + CG + ASL^ 0.42 - 0.08 -1 0.26 3 D+CG+^ASL - 0.42 0.08 -1 0.26 4 D + Wl> 0.40 -1.76 0.20 -0.72 7 1.23 -0.52 _ 5 D + <W 1 -0.64 -1.78 0.20 -0.72 7 0.11 -1.11 6 D+W3> 0.40 -0.85 - 0.08 -1 1.03 -0.63 7 D+<W3 -0.64 1.11 - 0.08 -1 -1.01 0.50 8 D + CG + E> 0.01 0.41 0.02 0.08 -1 0.16 0.30 9 D + CG + <E -0.01 0.43 -0.02 0.08 -1 , -0.16 0.22 14 D + WP + WB1> 0.56 -0.90 - 0.08 -1 1.22 -0.58 15 D + WP + <WB 1 0.56 -0.90 - 0.08 -1 1.22 -0.58 16 D + CG + Fj + EB> 0.00 0.42 0.00 0.08 -1 0.05 0.27 VPC File:CA0400604-O I OEI.vpc VPC Version :5. Oa Mavimnm RP�rtinnc Summory _ Fr�.n:nn X -Loc Grid Date: 6/9/2004 Load Calculations Package Time: 3:02:14 PM Hrz In Load Page: 79 of 96 Load 17 D + CG + <E + EB> -0.00 0.42 0.00 0.08 -1 -0.05 0.24 - ASL^ 20 D + CG + Fj + <EB 0.00 0.42 0.00 1-0.00 0.08 -1 0.05 0.27 - Case 21 D + CG + <E + <EB -0.00 0.42 (-Mzz) 0.08 -1 -0.05 0.24 - Mavimnm RP�rtinnc Summory _ Fr�.n:nn X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load ASL^ 0.00 (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case 3.57 3.57 (k 1.43 1.43 2.16 k <W3 k 1.65 (k), 0.92 k 0.24 in -k 0.00 in -k <E 0/0/0 3-A 0.64 5 0.56 14 1.78 2.16 2.16 WB 1> 1.78 5 2.661 0.00 <WB1 0.00 0.00 0.00 0/0/0 10/0/0 0.02 9 0.20 4 <EB 0.00 - 0.00 .: 0.72 4 0.44 1 4.4 1 6.8 4 15/0/0 13/9/0 1.01 7 1.23 4 0.0 - - 1.11 5 1.93 1 - - - Snm of Fn rrrc with RPortinnc rhPr4 _ Fro ;.. Load Type Horizontal Load Reaction k k Vertical . Load Reaction k k D 0.00 0.00 0.65 0.68 CG 0.00 0.00 0.00 0.00 L 0.00 0.00 3.91 3.91 ASL^ 0.00 0.00 0.00 0.00 ^ASL 0.00 0.00 0.00 0.00 W 1> 1.63 1.63 2.96 2.96 <WI 0.53 0.53 3.57 3.57 W3> 1.43 1.43 2.16 2.16 <W3 1.65 1.65 0.92. 0.92 F> 0.24 0.25 0.00 0.04 <E 0.24 0.25 0.00 0.04 WP 1.78 1.78 2.16 2.16 WB 1> 0.00 0.00 0.00 0.00 <WB1 0.00 0.00 0.00 0.00 EB> 0.00 0.00 0.00 0.00 <EB 0.00 0.00 : ` 0.00 .: 0.00 Rase Plate Summary X -Loc Grid Mem. No. Thickness in. Width Length in. in. Num. Of Bolts Bolt Diam. in. Type Welds to Flange Welds to Web 0/0/0 3-A I 1 0.375 8 10 2 0.750 A36 OS -0.1875 I OS -0.1875 Weh StiffPner qu-m Mem. No. Stiff. No. Desc. Loc. ft Web Depth in. h/t I a/h I in. Thick. in. Width i Side I Welding Description 2 1 S2 0.17 8.382 1 71.03 N/A I N/A 0.1875 1 2.000 Both F -OS -0.1875,W -OS -0:1875 Rnitrrl f`nnnorr:nnc /A'37C R..Itc\ Mem. A. Type Conn. Thick. Width Length Bolt Diam. Pitch Rows -Out Rows -1n Moment - Out Moment - In 24 Shear 2 4 Ld Actual Capacity Ld Actual Capacity No. No. k in -k in. in. in. (in.) (in. Bolt Bolt Bolt Bolt Cs in -k in -k Cs in -k (in -k 1 2 CP STD 0.375 6.00 8.76 0.500 2.50 1 0 1 0 0 0.0 .87.2 0 0.0 87.2 3 2 SIP STD 0.375 5.00 6.50 0.500 2.50 2 0 0 0 0 -0.0 0.1 87.6 0.0 Flanee Brace Summary Member From Member Joint I From Side Point 1 Part Design Note 2 3 4/8/2 6/2/12 10/11/4 FB2050 1/8/2 FB2050 Depth I Mem. Loc. Depth I Area Rx Ry Lx Ly -1 Ly -2 Klx Klyl; Kly2 Sx LbI Rt -1 Lb2 Rt -2 Qs Qa Cbl Cbl No. ft in. in.2 in. in. in. in. in. /Rx /Ry /R in.3 in. in. in. in. VPC File:CA0400604-O I OEI.vpc VPC Version :5.Oa Actual Forces Actual Stresses Allowable Stress Condition Mem. Loc. I Depth I Load Axial Shear Mom -x I Mom -y Axial Shear Bnd-X Bnd-Y - Stress /Force -- Sum % % No. ft in. Case k k in -k in -k ksi ksi ksi ksi Axial I Shear Bnd-X Bnd-Y Bnd+Ax Shear 1001 1.55 8.50 4 0.0 0.7 6.8 0.0 74.6 5.89 163.68 33.11 0.042 0.126- 1 4.17 8.50 7 -1.1 0.0 17.1 0.0 32.25 5.89 163.68 33.11 0.139 0.008 2 7.45 8.50 1 -0.0 0.1 87.6 0.0 22.70 4.42 122.76 24.83 0.715 0.021 3 0.62 8.50 1 0.0 -0.1 87.7 0.0 - 55.97 4.42 122.76 24.83 0.715 0.015 Mem. Loc. Depth I Area Rx Ry Lx Ly -1 Ly -2 Klx Klyl; Kly2 Sx LbI Rt -1 Lb2 Rt -2 Qs Qa Cbl Cbl No. ft in. in.2 in. in. in. in. in. /Rx /Ry /R in.3 in. in. in. in. VPC File:CA0400604-O I OEI.vpc VPC Version :5.Oa t ` Date: 6/9/2004 ; Calculations Package Time: 3:02:14 PM Page: 80 of 96 1001 1.55 .8.50 1.70 3.23 1.13 18.55 15.4 '0.0 11.5 13. 0.0 3.72. 15.4 1.58 0.0 1.58 1.00 1.00 1 4.17 8.50 1.70 3.23 1.13 ' 104.60 50.0 39.3 32.4. 44.1 34.6 3.72 50.0 1.58 39.3 1.58 1.00 1.00 2 7.45 8.50 1.70 3.23 1.13 181.03 51.1 0.0 56.0 45.1 0.3 3.72 51.1 1.58 ` 0.0 0.00 1.00 ;0.00 3 0.62 8.50 1.70 3.23 1.13 181.03.51.1 0.0 56.0 45.1 0.0 3.72 51.1 1.58 0.0 0.00 1.00 0.00 No. Origin Factor Def H Def V Application Description 1 System 1.000' 60 - 0 0.700 Wl> Wl> 2 System ' 1.000 60 0 0.700 <W 1 <Wl 3 System 1.000 60 0 0.700 WP WP 4 System 1.000 60 0 0.700 W3> W3> 5 System 1.000 60 0 0.700 <W3 <W3 6 System 1.000 60, 0 0.600 F> 7 1 System 1 1.000 1 60 1 .0 10.600 <E E Maximum Frame Deflection Summary for Cross Section: 3 Description Deflection in. Ratio IMemberl Joint I Load Case I Load Case Description Max. Vertical Deflection for Span 1 0.287 U622 2 2 2 <Wl • Negative horizontal deflection is left • Negative vertical deflection is down Lateral deflections of primary frames are calculated on a bare frame basis and do not include resistance from systems such.as roof and endwall diaphragmsi Therefore, these deflections may be considerably overstated. 1 Date: 6/9/2004 Calculations Package Time: 3:02:14 PM, Page: 81 of 96 Wall: 10, Frame at: 20/0/0 Frame Cross Section: 2 m Dimension Key 1 1'-6" 2 9'-7 1/2" 3 4'-2.. 4 3'-3 1/4" 5 2'-6 3/4" 6 F-8 1/8" 7 2 @ 4'-3 1/8" 8 3 1/8" 9 1'-3 3/4" 10 l'-3 7/16" 11 l'-6 9/16" 3.000:12 Frame Clearances VPC File: CA0400604-01OEl.vpc VPC Version :5.Oa Dater 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 82 of 96 Vert. Clearance at member 1(CX001): 8'-8 7/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VPC File: CA0400604-01OEl.vpc VPC Version :5.Oa _ Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 83 of 96 Frame Location Design Parameters: Locanon Avg. . tsa ace Description Angle Group I Trib. Override Design Status 20/0/0 19/6/0_ Leanto 1 90.0000 _ 1 - Automatic Desiw DESCRIPTION: VP Buildings LEAN-TO Frames (Type "LT") are solid -web framing consisting of tapered or uniform continuous span or simple span rafters. They are typically pin -connected to columns at the sidewall, with the remaining rafter end supported by interior frame columns. The frame is designed to support the applied vertical loads as specified. ANALYSIS: The boundary conditions established for LEAN-TO Frames assume the rafter beam is a continuous member or a simple beam, spanning from building eave to supporting frame colurrrn and typically pin -connected to all supporting columns. DESIGN: LEAN-TO 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 LEAN-TO Frame welded construction typically will be of material based on the requirements of ASTM A529, A572, A570, or A607, Grade 50. Design Load Combinations - Framinn No. Origin Factor Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 2 System 1.000 1.0 D + 1.0 CG + 1.0 ASL^ D + CG + ASL^ 3 System 1.000 1.0 D + 1.0 CG + 1.0 ^ASL D + CG + ^ASL 4 System 1.333 1.0 D+ 1.0 W1> D+ Wl> 5 System 1.333 1.0D+1.0<WI D+<Wl 6 System 1.333 1.0 D+ 1.0 W3> D+ W3> 7 System 1.333 1.0 D + 1.0 <W3 D + <W3 8 System 1.333 1.0 D + 1.0 CG + 0.714 F> D + CG + Fj 9 System 1.333 1.0 D + 1.0 CG + 0.714 <E D + CG + <E 10 Special 1.700 0.900 D + 0.900 CG + 2.800 E> D + CG + Fj I 1 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 12 Special 1.700 1.200 D + 1.200 CG + 2.800 F> D + CG + E> 13 Special 1.700 1.200 D + 1.200 CG + 2.800 <E D + CG + <E 14 : System Derived 1..333: 1.0. D+:1.0 WP WBI> .. ..:. + .WP .+ Wg1> 15 System Derived '+4.0 1.333 I:OD+I.OW1'+l.p<WB1 - '.'D+V✓p+<Wg1 SS 16 System Derived 1.333 1.0 D + 1.0 CG + 0.214 I-> + 0.892 EB> D + CG + Fj + EB> 17 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 0.892 EB> D + CG + <E + EB> 18 Special 1.700 0.900 D + 0.900 CG + 2.800 EB> D + CG + EB> 19 Special 1.700 1.200 D + 1.200 CG + 2.800 EB> D + CG + EB> 20 System Derived 1.333 1.0 D + 1.0 CG + 0.214 E> + 0.892 <EB D + CG + Fj + <EB 21 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 0.892 <EB D + CG + <E + <EB 22 Special 1.700 0.900 D + 0.900 CG + 2.800 <EB D + CG + <EB 23 Special 1 1.700 11.200 D + 1.200 CG + 2.800 <EB ID + CG + <EB Frame Member Sizes Mem. Flg Width Flg Thk Web Thk Depth Depth2 Length Weight Flg Fy Web Fy Splice Codes Shape No. in. in. in. in. in. ft) (p) (ksi ksi Jt.I Jt.2 0/0/0 1001 5.00 0.0590 0.1180 8.50 8.50 1.00 5.8 55.00 55.00 SS SS 2C 1 5.00 0.1345 0.1345 10.00 10.00 9.27 93.8 50.00 50.00 BP KN 3P 2 5.00 0.1345 0.1345 9.00 9.00 7.82 72.5 50.00 50.00 KN SS 3P 3 5.00 0.1345 0.1345 9.00 9.00 7.82 67.9 50.00 50.00 SS SS 3P Frame Member Releases Member Joint 1 Joint 2 1 I No Yes Boundary Condition Summary rurai rrame wergnr = [35p.y (p) (includes all plates) Frame Pricing Weight= 294.0 (p) (Includes all pieces) Member X -Loc Y -Loc Supp. X Supp. Y Moment Dis lacement X in. Displacement Yin. Dis lacement ZZ(rad. 1 0/0/0 0/0/0 Yes Yes No 0/0/0 0/0/0 0.0000 3 15/0/0 13/9/0 Yes Yes No 0/0/0 0/0/0 0.0000 1001 0/0/0 10/0/0 Yes Yes Yes 0/0/0 0/0/0 0.0000 Frame Reactions - Load Cases at Frame Crnss CPrNnn• 7 X -Loc 0/0/0 0/0/0,10/0/0 15/0/0,13/9/0 Grid] - Grid2 2-A 2-A 2- Ld Description Hx Vy Hx I Vy Mzz Hx Vy Cs L(application factor not shown (k) k (k(in-k (k VPC File:CA0400604-01 OEI.vpc VPC Version :5.Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 84 of 96 1 D + CG + L 3.89 - 0.75 -7 2.68 2 D + CG + ASL^ 0.81 - 0.16 -2 0.50 3 D + CG + ^ASL - 0.81 - 0.16 -2 0.50 4 D+WI> 0.76 -2.82 0.33 -1.16 11 2.15 -0.73 5 D + <W 1 -1.21 -2.78 0.33 -1.16 11 -0.02 -1.78 6 D+ W3> 0.76 -1.32 - 0.16 -2 1.82 -0.92 7 D+<W3 -1.21 1.99 - 0.16 -2 -1.87 0.84 8 D + CG + E> 0.03 0.80 0.03 0.16 -2 0.27 0.57 - 9 D + CG + <E -0.03 0.83 -0.03 0.16 -2 -0.27 0.43 - 14 D + WP + WB1> 1.06 -1.41 - 0.16 -2 2.19 -0.83 - 15 D+WP+<WB1 1.06 -1.41 - 0.16 -2 2.19 -0.83 16 D + CG + E> + EB> 0.01 0.81 0.01 0.16 -2 0.08 0.52 17 D + CG + <E + EB> -0.01 0.82 -0.01 0.16 -2 -0.08 0.48 - 20 D + CG + Fj + <EB 0.01 0.81 0.01 0.16 -2 0.08 0.52 21 D + CG + <E + <EB -0.01 1 0.82 1 -0.01 1 0.16 1 -2 1 -0.08 1 0.48 _ Maximum Rpartinnc Cummary - Framino X -Loc Grid Hrz left Load Hrz Right Load Hrz In. Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load 0.750 1 A36 (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case 5.88 5.88 W3> 2.57 k 3.55 3.55 <W3 3.08 3.08 k 1.52 k) 0.40 (in -k) 0.00 (in -k <E 0/0/0 2-A 1.21 5 1.06 14 - 3.55 3.55 WB1> 2.82 4 3.89 1 - 0.00 - 0.00 0/0/0 10/0/0 0.03 9 0.33 4 - - - 0.00 1:16 4 0.75 1 7.5 1 11.0 4 15/0/0 13/9/0 1.87 7 2.19 14 - - 0.0 1.78 5 2.68 1 G1m of Fnrrpc with Rpartin c rhnr4 - Fra Load Type Horizontal Load Reaction k Vertical Load Reaction k D 0.00 0.00 1.22 1.31 CG 0.00 0.00 0.00 0.00 L 0.00 0.00 5.26 5.27 0.750 1 A36 -.000 0.00..:. .'0:00 .. ^ASL :;4.: . ,..:.0.00...:,: 0:00 ::''0:00'.:. 0.00 :.. Wl> 2.90 2.90 4.86 4.86 <WI 1.23 1.23 5.88 5.88 W3> 2.57 2.57 3.55 3.55 <W3 3.08 3.08 1.52 1.52 E> 0.40 0.42 0.00 0.07 <E 0.40 0.42 0.00 0.07 WP 3.25 3.25 3.55 3.55 WB1> 0.00 0.00 0.00 0.00 <WB1 0.00 0.00 0.00 0.00 EB> 0.00 0.00 0.00 0.00 <EB 0.00 0.00 0.00 0.00 Rasp Plato Cummary X -Loc Grid Mem. No. Thickness in. Width in. Length in. Num. Of Bolts Bolt Diam. in. Type Welds to Flange Welds to . Web 0/0/0 2-A I 1 0.375 8 11 2 0.750 1 A36 I OS -0.1875 OS -0.1875 Wph Ctiffpnpr Cummary M.M. No. Stiff. No. Desc. Loc. ft Web Depth in. h/t a/h a in. Thick. in. Width in. Side Welding Description F72 -F- 17 S3 0.67 8.731 N/A N/A I N/A 10.1875 2.000 Both F-FP,W-OS-0.1875 Rnitpd Cnnnprtinnc (AZ74 Rnitcl Mem. Jt.Type Conn. Thick. Width Length Bolt Diam. Pitch Rows -Out Rows -In Moment - Out Moment - In 2 4 2 4 Ld Actual Capacity Ld Actual Capacity No. No. in. in. in. (in.) (in. Bolt Bolt Bolt Bolt Cs in -k) (in -k) Cs in -k) (in -k 1 2 KN(Top) STD 0.375 6.00 10.00 0.750 2.50 1 0 1 0 15 2.6 123.6 5 3.0 123.6 2 1 1 KN(Top) STD 0.375 6.00 10.00 0.750 2.50 1 0 1 0 15 2.6 123.6 5 3.0 123.6 3 2 SIP STD 0.375 5.00 6.50 0.500 2.50 2 0 0 0 0 0.0 0.0 0 0.0 0.0 Flange Brace Summar Member From Member Joint 1 From Side Point 1 Part Design Note 2 4/8/6 10/11/4 (2)FB2050 VPC File:CA0400604-OIOEI.vpc VPC Version :5. Oa Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 85 of 96 3 6/1/11 1/8/2 (2)FB2050 Frame Desion Memher Summary - Cnntrnllino IAnd Cage and Mavimom Cnmh-d Q#-.- .:...._ .. ., t_,..-- i_:_. I . Mem. Actual Forces Actual Stresses Allowable Stress Condition Mem. Loc. Depth Load Axial Shear Mom -x Mom -y Axial Shear Bnd-X Bnd-Y - Stress /Force --- Sum % % No. ft . in. Case k k in -k in -k ksi ksi ksi ksi Axial Shear I Bnd-X I Bnd-Y Bnd+Ax . Shear 1001 1.55 8.50 4 0.0 1.2 11.0 0.0 -- 8.50 1.70 3.23 74.62 5.89 163.68 33.11 0.068 0.204 1 4.17 10.0 7 -2.0 0.1 32.6 0.0 0.75 0.07 4.07 0.00 25.61 19.8 30.11 30.11 0.160 0.003 2 7.48 9.00 1 -0.0 0.1 120.7 0.0 0.01 0.10 16.03 0.00 22.12 16.55 26.61 26.61 0.603 0.006 3 1.14 9.001 I 1 0.11 -0.31 119.6 0.01 0.03 0.25 17.13 0.00 30.00 16.55 26.61 26.61 0.644 0.015 Mem. Loc. Depth Area Rx Ry Lx Ly -1 Ly -2 Klx Klyl Kly2 Sx Lbl Rt -1 Lb2 Rt -2 Qs Qa Cbl Cbl No. ft in. in.2 in. in. in. in. in. /Rx /R /Ry in.3 in. in. in. in. 1.000 60 0 0.600 F> E> 1001 1.55 8.50 1.70 3.23 1.13 18.55 15.4 0.0 11.5 13.6 0.0 3.72 15.4 1.58 0.0 1.58 1.00 1.00 1 4.17 10.00 2.65 4.03 1.03 104.46 50.0 39.3 25.9 48.6 38.2 8.00 50.0 1.28 39.3 1.28 0.75 1.00 1.00 1.00 2 7.48 9.00 2.52 3.67 1.05 179.61 51.1 0.0 49.0 48.5 0.0 7.53 51.1 1.30 0.0 0.00 0.89 1.00 1.00 0.00 3 1.14 9.00 2.52 3.67 1.05 179.61 51.1 60.0 49.0 48.5 56.9 6.98 51.1 1.30 60.0 1.31 0.89 1.00 1.10 1.38 No. Origin Factor Def H Def V Application Description 1 System 1.000 .60 0 0.700 W1> Wl> , 2 System 1.000 60 - 0 0.700 <W 1 <WI 3 System 1.000 60 0 0.700 WP WP 4 System 1.000 60 0 0.700 W3> W3> 5 System 1.000 60 0 0.700 <W3 <W3 6 System 1.000 60 0 0.600 F> E> 7 System 1 1.000 60 1 0 P.600 <E E Maximum Frame Deflection Summary for Cross Section: 2 Description Deflection in. Ratio I Memberl Joint I Load Case I Load Case Description ax. Vertical Deflection for Sp an 1 0.247 U722 2 1 2 1 2 1 <Wl :. Negative horizontal deflection is left : a: • Negative vertical deflection is dowel Lateral deflections of primary frames are calculated on a bare frame basis and do not include resistance from systems such as roof and endwall diaphragms. Therefore, these deflections may be considerably overstated. VPC File:CA0400604-OIOEl.vpc VPC Version :5.Oa P _ Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 86 of 96 Wall: 10, Frame at: 39/6/0 Frame Cross Section: 1 m Dimension Key 1 1'-6" 2 9'-71/2" 3 4'-2" 4 3'-3 1/4" 5 2'-6 3/4" 6 l'-8 1/8" 7 2 @ 4'-3 1/8" 8 3 1/8" 9 1'-3 3/4" 10 1'-3 7/16". 11 1'-6 9/16" 3.000:12 Frame Clearances VPC File:CA0400604-OlOEI.vpc VPC Version :5.0a. Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 87 of 96 Vert. Clearance at member 1(CGX001): 8'-8 5/8" Finished Floor Elevation= 100'-0" (Unless Noted Otherwise) VPC File: CA0400604-0 I OE I.vpc VPC Version :5.Oa _ Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 88 of 96 Frame Location Design Parameters: Location I Avg. Bay Space I Description Angle I Group Trib. Override Design Status 39/6/0 10/3/0 ost & Beam Lean-to 90.0000 Automatic Desien No. Origin Factor Application Description 1 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 2 System 1.000 1.0 D + 1.0 CG + 1.0 AS L^ D + CG + ASL^ 3 System 1.000 1.0 D + 1.0 CG + 1.0 ^ASL D + CG + ^ASL 4 System 1.333 1.0 D+ 1.0 Wl> D+ Wl> 5 System 1.333 1.0 D + 1.0 <W 1. D + <W 1 6 System 1.333 1.0 D + 1.0 WP D + WP 7 System 1.333 1.0 D + 1.0 W3> D + W3> 8 System 1.333 1.0 D + 1.0 <W3 D + <W3 9 System 1.333 1.0 D + 1.0 CG + 0.714 F> D + CG + Fj 10 System 1.333 1.0 D + 1.0 CG + 0.714 <E D + CG + <E 11 Special 1.700 0.900 D + 0.900 CG + 2.800 F> D + CG + Fj 12 • Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 13 Special 1.700 1.200 D + 1.200 CG + 2.800 F> D + CG + Fj 14 Special 1 1.700 11.200 D + 1.200 CG + 2.800 <E D + CG + <E . Frames Memher C; - Mem. Flg Width Flg Thk Web Thk Depth] Depth2 Length Weight Flg Fy Web Fy Splice Codes Shape No. in. (in.) (in.) (in. (in.) (ft (p) (ksi) (ksi )t.1 A.2 0/0/0 1001 5.00 0.0590 0.1180 8.50 8.50 1.00 5.8 55.00 55.00 SS SS 2C 1 5.00 0.0590 0.1180 8.50 8.50 9.27 67.6 55.00 55.00 BP SS 2C 2 5.00 0.0590 0.1180 8.50 8.50 7.73 44.6 55.00 55.00 SS SS 2C 3 1 5.00 0.0590 0.1180 8.50 8.50 ' 7.91 49.1 55.00 55.00 SS SS 2C a11GYG S"' - ' u � • 1p) Uncivaes an prates) Frame Pricing Weight = 216.7 (p) (Includes all pieces) Frame Member Releases Member Joint 1 Joint 2a. ` ... �,.;.;. . 1 No Yes • Roundary Cnndifinn .Q -mar., Member X -Loc Y -Loc Sunn. X Su . Y Moment Dis lacement X in. Dis lacement Y in. Displacement ZZ rad. 1 0/0/0 0/0/0 Yes Yes No 0/0/0 0/0/0 0.0000 3 15/0/0 13/9/0 Yes Yes No 0/0/0 0/0/0 0.0000 1001 0/0/0 10/0/0 Yes Yes Yes 0/0/0 0/0/0 0.0000 Frame Reartinnc - i.nad race. of Frame 1'-- co..,:,.-. t Mazimnm Reartinnc C..mmar.. _ Rte.. X -Loc X -Loc Hrz left 0/0/0 0/0/0,10/0/0 15/0/0,13/9/0 Hrz In Grid] -Grid2 Hrz Out 1-A Uplift l -A VrtDown Load I_ Ld Description Hx Vy Hx V . Mzz Hx Vy Cs (application factor not shown k Case k Case in -k k k 1 D + CG + L Case 2.66 1-A 0.44 -4 - 1.93 2 D+CG+ASL^ 0.42 k 1.78 0.08 -1 - 0.26 3 D + CG + ^ASL - 0.42 - 0.08 -1 - 0.26 4 D + Wl> 0.40 -1.76 0.20 -0.72 7 1.23 -0.52 5 D+<W1 -0.64 -1.78 0.20 -0.72 7 0.11 -1.11 6 D + WP 0.56 -0.90 1.11 0.08 -1 1.22 -0.58 7 D + W3> 0.40 -0.85 - 0.08 -1 1.03 -0.63 8 D+<W3 -0.64 1.11 0.08 -1 -1.01 0.50 9 D + CG + F> 0.01 0.41 0.02 0.08 -1 0.16 0.30 10 D + CG + <E 1 -0.01 1 0.43 1 -0.02 1 0.08 1 -1 1 -0.16 0.22 _ Mazimnm Reartinnc C..mmar.. _ Rte.. X -Loc Grid Hrz left Load Hrz Right Load Hrz In Load Hrz Out Load Uplift Load VrtDown Load Mom cw Load Mom ccw Load) (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz Case 0/0/0 1-A 0.64 5 0.56 6 k 1.78 5 k 2.66 1 in -k) (in -k 0/0/0 10/0/0 0.02 10 0.20 4 - 0.72 4 0.44 1 4.4 1 6.8 4 15/0/0 1 13/9/0 1.01 8 1.23 4 - 1.11 5 1.93 1 _ Sum of Forces with Reactions Check - Framing VPC File:CA0400604-O I OEI.vpc VPC Version :5.Oa _ Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 89 of 96 Load Type Horizontal Load Reaction (k) - (k Vertical Load Reaction k k D 0.00 0.00 0.65 0.68 CG 0.00 0.00 0.00 0.00 L 0.00 0.00 3.91 3.91 ASL^ 0.00 0.00 0.00 0.00 ^ASL 0.00 0.00 0.00 0.00 W1> 1.63 1.63 2.96 2.96 <W 1 0.53 0.53 3.57 3.57 WP 1.78 1.78 2.16 2.16 W3> 1.43 1.43 2.16 2.16 <W3 1.65 1.65 0.92 0.92 E> 0.24 0.25 0.00 0.04 <E 0.24 1 0.25 1 0.00 1 0.04 R... plain Q..m... X -Loc Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to Welds to Welding No. No. in. in. in. Bolts (in. Flange I Web 0/0/0 1-A I 1 0.375 8 1 10 2 0.750 1 A36 OS -0.1875 I OS -0.1875 Wnh gt.ffanar Mem. Stiff Desc. Loc. Web Depth h/t aA a Thick. Width Side Welding No. No. (ft) in. 4 in. in. in. Actual Description 2 1 1 S2 0.17 8.382 71.03 N/A N/A 0.1875 2.000 Both F-OS-0.I875,W-OS-0.1875 Rnitad (`nnnort:_ /A IIC D-1-11 Mem. No. It.. No. Type Conn. . Thick. in. Width Length Bol Diam. Pitch Rows -Out Rows -In I Moment - Out Moment - In' 2 4 2 4 Ld Actual Capacity Ld Actual Capacity in -k . ksi ksi ksi ksi in. in. in. in. Bolt Bolt Bolt Bolt Cs in -k 'fin -k) Cs in -k (in - 1 2 CP STD 0.375 6.00 8.76 0.500 2.50 1 0 1 0 0 0.0 .87.2 0 0.0 87.2 3 2 SIP STD 0.375 5.00 6.50 0.500 2.50 2 0 0 0 0 0.0 0.0 0 0.0 0.0 _ - Flanva Rrora Rummar.. Member From Member Joint 1 From Side Point 1 --••- ••--..••••...•. Design Note 71 2 4/8/2 10/11/4 EB2050 1 Stress Condition 3 6/2/12 1 /8/2 Axial Fra ma rlaclnn Mem1.e.. C ............. r•__.__u:__ r __� n___ __ . �. ... .. _ _ Mem. - - --- ------ Actual ---- -^-- Forces --••- ••--..••••...•. Rx a..•...v.nca. Actual tea. caeca Stresses PC1 1r1C111Uef tiocauons are rrom .loint Allowable 1 Stress Condition Mem. Loc. Depth Load Axial Shear Mom -x Mom -y Axial Shear Bnd-X Bnd-Y -- Stress /Force --- Sum % % No. ft in. Case k k in -k in -k . ksi ksi ksi ksi Axial Shear Bnd-X Bnd-Y Bnd+Ax Shear 1001 1.55 8.50 4 0.0 0.7 6.8 0.0 in. in. in. in. 74.62 5.89 163.68 33.11 0.042 0.126 1 4.17 8.50 8 -1.10.0 17.1 0.0 8.50 1.70 3.23 1.13 32.25 5.89 163.68 33.11 0.139 0.008 2 7.45 8.50 1 -0.0 0.1 87.6 0.0 3.72 15.4 1.58 0.0 22.7 4.42 122.76 24.83 0.715 0.021 3 0.62 8.50 1 0.0 -0.1 87.71 0.0 4.17 •8.50 1.70 3.23 55.97 4.42 122.76 24.831 0.715 0.015 Mem. Loc. Depth Area Rx Ry Lx Ly -1 Ly -2 Klx Klyl Kly2 Sx Lbl Rt -1 Lb2 Rt -2 Qs Qa Cbl Cbl No. _F00 ft in. in.2 in. in. in. in. in. /Rx /R /RY I in.3 in. in. in. in. 0.600 <E E 1 1.55 8.50 1.70 3.23 1.13 18.55 15.4 _o. 0 11.5 13.6 0.0 3.72 15.4 1.58 0.0 1.58 1.00 1.00 1 4.17 •8.50 1.70 3.23 1.13 104.60 50.0 39.3 32.4 44.1 34.6 3.72 50.0 1.58 39.3 1.58 1.00 1.00 2 7.45 8.50 1.70 3.23 1.13 181.03 51.1 0.0 56.0 45.1 0.0 3.72 51.1 1.58 0.0 0.00 1.00 0.00 3 0.62 8.50 1.70 3.23 1.13 181.03 51.1 0.0 56.0 45.1 0.0 3.72 51.1 1.58 0.0 0.00 1.00 0.00 Deflertinn l.narl fnmhinofinnc _Fra..: No. Origin Factor 1DefH DefVj Application Description 1 System 1.000 60 0 0.700 WI> Wl> 2 System 1.000 60 0 0.700 <W1 W l 3 System 1.000 60 0 0.700 WP WP 4 System 1.000 60 0 0.700 W3> W3> 5 System 1.000 60 0 0.700 <W3 <W3 6 System 1.000 60 0 0.600 E> E> 7 System 1.000 60 1 0 0.600 <E E Maximum Frame Deflection Summary for Cross Section: 1 Descrition Deflection in. Ratio IMemberl Joint Load Case Load Case Description ax. Vertical Deflection for Span 1 0.287 ( LJ622) 2 1 2 2 <W 1 VPC File:CA0400604-010ELvpc VPC Version :5.Oa Zone Units -Type - Description Actual Locl Allow. Ratio Date: 6/9/2004 _ Calculations Package • Time: 3:02:14 PM W1> Need Lower and Upper Girt Page: 91 of 96 Co.�erng = Sumima,ry Re orI MOM, am 0.53 Shape: BARN 1.500 :..End Zone...;.,...' "Interior Loads and Codes - Shape: BARN <W2 :.,; :,. ,;:.:'..',-Ie.d Lower•Girt City: PARADISE County: Butte State: California Country: United States. Building Code: 1997 Uniform Building Code Built Up: 89AISC Rainfall: 4.00 in per hour $ Building Use: Standard Occupancies Cold Form: 89AISI Allow. Overstress: Need Lower Girt `20.78 Frrn: 1.03, Sec: 1,03, Brc: 1.03 Dead and Collateral Loads 0.87' Live Load Collateral Gravity:0.00 psf Roof Covering + Second. Dead Load: Varies Live Load: 20.00 psf Reducible -Collateral Uplift: 0.00 psf Frame Weight (assumed for seismic):2.50 psf LL for Below'Eave Canopy:N/A t Wind Load Snow Load - Seismic Load Wind Speed: 80.00 mph Ground Snow Load: 0.00 psf Seismic: Zone 3 " • Wind Exposure (Factor): C (1.057) Design Snow (Sloped): 0.00 psf Seismic Importance: 1.000 Parts Wind Exposure Factor: 1.057 Snow Exposure Category (Factor):. I. Fully Exposed Framing Seismic Period: 0.2239 <W2 I (1.00) 20.78 Wind Enclosure: Enclosed-' Snow Importance: 1.000 Bracing Seismic Period: 0.1279 Wind Importance Factor: 1.000 Ground / Roof Conversion: 1.00 - Framing R -Factor: 4.5000 . Base Elevation: 0/0/0 % Snow Used in'Seismic: 0.00 -, Bracing R -Factor: 5.6000 Primary Zone Strip Width: N/A Seismic Snow Load: 0.00 psf Soil Profile Type: Stiff soil (D, 4) Parts / Portions Zone Strip Width: 4/0/0 Frame Redundancy Factora .0000 Basic Wind Pressure: 17.32 psf Brace' Redundancy Factor:1.2491 Frame Seismic Factor (Cs): 0.2000 a Brace Seismic Factor (Cs): 0.1800 Per. Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code;and loading information for this specific building site. ' Covering Design Loads - Wall: 1 Zone Units -Type - Description Actual Locl Allow. Ratio Dir. (Coef. End Zone ..psf W1> Need Lower and Upper Girt 25.97 11/0/0 49.00 0.53 OUT 1.500 :..End Zone...;.,...' "Interior psf. <W2 :.,; :,. ,;:.:'..',-Ie.d Lower•Girt 20.78•.11/0/0. 0/0/0 ._ 27.00 0.77 IN 1.200 Area psf W 1> Need Lower Girt `20.78 '.,0/0/0' 24.00 0.87' OUT -1:200 In Area psf <W2 Need Lower Girt 20:78 0/0/0 27.00C 0.77 IN 1.200 Cnvorino Dacion L.node _ Watl• 1 Zone Units Type Description Actual Loch Allow. Ratio Dir. Coef. End Zone psf Wl> Need Lower and Upper Girt 25.97 0/0/0 49:00 0.53 OUT -1.500 End Zone psf <W2 Need Lower Girt 20.78 0/0/0 27.00C 0.77 IN 1.200 Interior Area psf W 1> Need Lower Girt 20.78 4/0/0 24.00 0.87 OUT -1.200 Interior Area psf <W2 Need Lower Girt 20.78 4/0/0 27.00 0.77 IN, 1.200 Covering Design Loads - Wall: 4 Zone Units Type Description Actual Loci Allow. Ratio Dir. Coef. End Zone psf Wl> Need Lower Girt 25.97 0/0/0 56.00 0.46 OUT -1.500 End Zone psf <W2 Standard Spacing is Adequate 20.78 0/0/0 21.00 0.99 IN 1.200 End Zone psf, W I> Need Lower Girt 25.97 36/0/0 56.00 0.46 OUT =1.500 End Zone psf <W2 Standard Spacing is Adequate 20.78 36/0/0 21.00C 0.99 IN 1.200 Interior Area psf Wl> Need Lower Girt 20.78 4/0/0 56.00 0.37 OUT -1.200 Interior Area psf <W2 I Standard Spacing is Adequate 20.78 4/0/0 21.001 0.99 IN - 1.200 Coverino De-6an t.nadc - Wall- G -- Zone Units Type Description Actual LocI Allow. Ratio Dir. I Coef. End Zone psf W I> Need Lower Girt 27.95 0/0/0 29.00C 0.96 OUT -1.500 End Zone psf <W2 Need Lower Girt 22.36 0/0/0' 33.00 0.68 IN 9.200 End Zone psf Wl> Need Lower Girt 27.95 26/0/0 29.00 0.96 OUT -1.500 End Zone• psf'' <W2 Need Lower Girt 22.36 26/0/0 33.00C 0.68 IN 1.200 Interior Area psf W1> Need Lower Girt 22.36 0/0/0 29.00 0.77 OUT -1.200 Interior Area psf <W2 Need Lower Girt 22.36 0/0/0 1 33.00 0.68 IN 1.200 Covering Design Loads - Wall: 6 Zone Units I Type Description Actual, : .Locl Allow: Ratio. Dir: Coef. End Zone psf W I> Need Lower Girt 27.95 0/0/0 29.00C 0.96 OUT' -1.500 End Zone psf <W2 Need Lower Girt 22.36 0/0/0 33.000 0.68 IN 1.200 End Zone psf_ Wl> Needlower Girt 27.95 36/0/0 29.000 0.96 OUT -1.500 End Zone psf <W2 Need Lower Girt 22.36 36/0/0 33.00 0.68 IN 1.200, Interior Area psf Wl> Need,LowerGirt 22.36 4/0/0 29.006.0.77 OUT -1.200 VPC File:CA0400604-01OEl.vpc VPC Version :5.6a _ Date: 6/9/2004 WARMUMM Calculations Package Time: 3:02:14 PM Page: 92 of 96 1 Interior Area psf I <W2 Need Lower Girt 1 22.361 4/0/0 1 33.000 0.68 1 IN 1 200 j Covering Design Loads - Wall: 7 Zone Units Type Description Actual Locl Allow. Ratio Dir. Coef. End Zone psf WI> Need Lower Girt 27.95 0/0/0 29.00 0.96 OUT -1.500 End Zone psf <W2 Need Lower Girt 22.36 0/0/0 33.00 0.68 IN 1.200 End Zone psf Wl> Need Lower Girt 27.95 26/0/0 29.00C 0.96 OUT -1.500 End Zone psf <W2 Need Lower Girt 22.36 26/0/0 33.00 0.68 IN 1.200 Interior Area psf Wl> Need Lower Girt 22.36 0/0/0 29.00C 0.77 OUT -1.200 Interior Area psf <W2 Need Lower Girt 22.36 0/0/0 33.00 0.68 1 IN 1.200 Covering Design Loads - Wall: 8 Zone Units I Type Description Actual LocI Allow. Ratio Dir. Coef. End Zone psf Wl> Need Lower Girt 27.95 0/0/0 29.00 0.96 OUT -1.500 End Zone psf <W2 Need Lower Girt 22.36 0/0/0 33.00 0.68 IN 1.200 End Zone psf WI> Need Lower Girt 27.95 36/0/0 29.00 0.96 OUT -1.500 End Zone psf <W2 Need Lower Girt 22.36 36/0/0 33.00C 0.68 IN 1.200 Interior Area psf WI> Need Lower Girt 22.3 4/0/0 29.00 0.77 OUT -1.200 Interior Area psf <W2 Need Lower Girt 22.36 4/0/0 1 33.00d 0.68 IN 1.200 Covering Design Loads - Wall: 9 Zone Units I Type Description Actual Locl Allow. Ratio Dir. Coef. End Zone psf Wl> Need Lower and Upper Girt 25.97 0/0/0 49.00 0.53 OUT -1.500 End Zone psf <W2 Need Lower Girt 20.78 0/0/0 27.00C 0.77 IN 1.200 Interior Area psf Wl> Need Lower Girt 20.78 4/0/0 24.00C 0.87 OUT -1.200 Interior Area psf <W2 Need Lower Girt 20.78 4/0/0 27.00C 0.77 IN 1.200 Covering Design Loads - Wall: 10 Zone Units Type Description Actual LocI Allow. Ratio Dir. Coef. End Zone psf Wl> Need Lower Girt 25.97 0/0/0 56.00 0.46 OUT -1.500 End Zone psf <W2 Standard Spacing is Adequate 20.78 0/0/0 21.00 0.99 IN 1.200 End Zone psf .. WI> Need Lower Girt 25.97 .36/0/0 56.00 0.46 OUT 1.500 End Zone,....:'_.• . psf: ..:t -<W 2. 'Standard Spacing is Adequate :.. • ?0.78 36/0/0 21.00 0.99 IN 1:.5 0 Inferior Area . psf WI> Need Lower Girt 20.78 4/0/0 56.00 0.37 OUT -1.200 Interior Area I psf I <W2 I Standard Spacing is Adequate 1 20.78 4/0/0 21.00 0.99 IN 1.200 Covering Design Loads - Wall: l I Zone Units Type Description Actual LocI Allow. Ratio Dir. Coef. End Zone psf WI> Need Lower and Upper Girt 25.97 11/0/0 49-OOC 0.53 OUT -1.500 End Zone psf <W2 Need Lower Girt 20.78 11/0/0 27.00 0.77 IN 1.200 Interior Area psf WI> Need Lower Girt 20.78 0/0/0 24.00 0.87 OUT -1.200 Interior Area sf <W2 Need Lower Girt 20.78 0/0/0 27.00 0.77 IN 1.200 Covering Design Loads - Roof. A Zone Units Type Description Actual LocI Allow. Ratio Dir. Coef. Entire Surface psf L Standard Spacing is Adequate 20.95 -1/6/0 42.00 0.50 IN 1.000 Comer Zone psf WI> Standard Spacing is Adequate 21.5 2/6/0 45.00 0.48 OUT -1.300 Corner Zone psf <W2 Standard Spacing is Adequate 14.80 2/6/0 56.00C 0.26 IN 0.800 Comer Zone psf W3> Standard Spacing is Adequate 44.07 2/6/0 45.00 0.98 OUT -2.600 Comer Zone in psf Wl> Standard Spacing is Adequate 21.56 -1/6/0 45.00C 0.48 OUT -1.300 Extension Comer Zone in psf <W2 Standard Spacing is Adequate 44.07 -1/6/0 45.00 0.98 OUT -2.600 Extension Side Zone psf WI> Standard Spacing is Adequate 21.56 0/0/0 45.00 0.48 OUT -1.300 Side Zone psf <W2 Standard Spacing is Adequate 14.80 0/0/0 56.00 0.26 IN 0.800 Side Zone psf W3> Standard Spacing is Adequate 44.07 0/0/0 45.00 0.98 OUT -2.600 Side Zone in Extension psf WI> Standard Spacing is Adequate 21.56 0/0/0 45.00 0.48 OUT -1.300 Side Zone in Extension psf <W2 Standard Spacing is Adequate 44.07 0/0/0 45.00 0.98 OUT -2.600 Comer Zone psf WI> Standard Spacing is Adequate 21.56 0/0/0 45.00 0.48 OUT -1.300 Corner Zone psf <W2 Standard Spacing is Adequate 14.80 0/0/0 56.00 0.26 IN 0.800 Comer Zone psf W3> Standard Spacing is Adequate 44.07 0/0/0 45.00 0.98 OUT -2.600 Comer Zone in psf WI> Standard Spacing is Adequate 21.56 0/0/0 45.00 0.48 OUT Extension -1.300 Comer Zone in psf <W2 Standard Spacing is Adequate 44.07 0/0/0 45.00 0.98 OUT -2.600 Extension Side Zone psf Wl> Standard Spacing is Adequate 21.56 37/6/0 45.00 0.48 OUT -1.300 Side Zone psf <W2 Standard Spacing is Adequate 14.80 37/6/0 56.00C 0.26 IN 0.800 Side Zone psf W3> Standard Spacing is Adequate 44.07 37/6/0 45-OOC 0.98 OUT -2.600 VPC File: CA0400604-0IOEl.vpc VPC Version :S.Oa _ Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 93 of 96 Comer Zone psf WI> Standard Spacing is Adequate 21.56 37/6/0 45.00 0.48 OUT -1.300 Comer Zone psf <W2 Standard Spacing is Adequate 14.80 37/6/0 56.00 0.26 IN 0.800 Comer Zone psf W3> Standard Spacing is Adequate 44.07 37/6/0 45.00 0.98 OUT -2.600 Comer Zone in psf WI> Standard Spacing is Adequate 21.5 40/0/0 45.00C 0.48 OUT -1.300 Extension Comer Zone in psf <W2 Standard Spacing is Adequate 44.07 40/0/0 45.00 0.98 OUT -2.600 Extension Side Zone psf W1> Standard Spacing is Adequate 21.56 40/0/0 45.00C 0.48 OUT -1.300 Side Zone psf <W2 Standard Spacing is Adequate 14.80 40/0/0 56.00 0.26 rN 0.800 Side Zone psf W3> Standard Spacing is Adequate 44.07 40/0/0 45.00C 0.98 OUT -2.600 Side Zone in Extension psf WI> Standard Spacing is Adequate 21.56 40/0/0 45.00C 0.48 OUT -1.300 Side Zone in Extension psf <W2 Standard Spacing is Adequate 44.07 40/0/0 45.00 0.98 OUT -2.600 Comer Zone psf WI> Standard Spacing is Adequate 21.56 40/0/0 45.00C 0.48 OUT -1.300 Corner Zone psf <W2 Standard Spacing is Adequate 14.80 40/0/0 56.00 0.26 IN 0.800 Comer Zone psf W3> Standard Spacing is Adequate 44.07 40/0/0 45.00C 0.98 OUT -2.600 Comer Zone in psf WI> Standard Spacing is Adequate 21.5 40/0/0 45.00C 0.48 OUT -1.300 Extension Comer Zone in psf <W2 Standard Spacing is Adequate 44.07 40/0/0 45.00 0.98 OUT -2.600 Extension Side Zone psf WI> Standard Spacing is Adequate 21.5 37/6/0 45.00 0.48 OUT -1.300 Side Zone psf <W2 Standard Spacing is Adequate 14.80 37/6/0 56.00 0.26 IN 0.800 Side Zone psf W3> Standard Spacing is Adequate 44.07 37/6/0 45.00 0.98 OUT -2.600 Interior Area psf WI> Standard Spacing is Adequate 21.56 2/6/0 45.00 0.48 OUT -1.300 Interior Area I psf I <W2 I Standard Spacing is Adequate 1 14.80 2/6/0_ 56.001 0.26 IN 0.800 Cnverino DPsivn Lnade - Rnnf• R Zone Units Type Description Actual Locl Allow. Ratio Dir. Coef. Entire Surface psf L Standard Spacing is Adequate 20.95 -1/6/0 42.00 0.50 IN 1.000 Comer Zone psf WI> Standard Spacing is Adequate 23.2 2/6/0 45.00 0.52 OUT -1.300 Corner Zone psf <W2 Standard Spacing is Adequate 15.86 2/6/0 56.00 0.28 IN 0.800 Corner Zone psf W3> Non -std Spacing: 4/9/0 Required 47.50 2/6/0 51.00 0.93 OUT -2.600 Comer Zone in psf WI> Standard Spacing is Adequate 23.27 -1/6/0 45.00 0.52 OUT -1.300 Extension Coiner Zone in , psf ` <W2 Noii-std' Spacing: 4/9/0 Required 47.50 -I/6/0' 5.1.00 0.93 OUT 2.600 Extension Side Zone psf WI> Standard Spacing is Adequate 23.27 0/0/0 45.00 0.52 OUT -1.300 Side Zone psf <W2 Standard Spacing is Adequate 15.86 0/0/0 56.00 0.28 IN 0.800 Side Zone psf W3> Non -std Spacing: 4/9/0 Required 47.50 0/0/0 51.00 0.93 OUT -2.600 Side Zone in Extension psf Wl>, Standard Spacing is Adequate 23.27 0/0/0 45.00 0.52 OUT -1.300 Side Zone in Extension psf <W2 Non -std Spacing: 4/9/0 Required 47.50 0/0/0 51.00 0.93 OUT -2.600 Corner Zone psf WI> Standard Spacing is Adequate 23.27 0/0/0 45.00 0.52 OUT -1.300 Corner Zone psf <W2 Standard Spacing is Adequate 15.86 0/0/0 56.00 0.28 IN 0.800 Corner Zone psf W3> Non -std Spacing: 4/9/0 Required 47.50 0/0/0 51.00 0.93 OUT -2.600 Corner Zone in psf WI> Standard Spacing is Adequate 23.27 0/0/0 45.00 0.52 OUT -1.300 Extension Comer Zone in psf <W2 Non -std Spacing: 4/9/0 Required 47.50 0/0/0 51.00 0.93 OUT -2.600 Extension Side Zone psf WI> Standard Spacing is Adequate 23.27 37/6/0 45.00 0.52 OUT -1.300 Side Zone psf <W2 Standard Spacing is Adequate 15.86 37/6/0 56.00 0.28 IN 0.800 Side Zone psf W3> Non -std Spacing: 4/9/0 Required 47.50 37/6/0 51.00C 0.93 OUT -2.600 Corner Zone psf WI> Standard Spacing is Adequate 23.27 37/6/0 45.00 0.52 OUT -1.300 Comer Zone psf <W2 Standard Spacing is Adequate 15.86 37/6/0 56.00 0.28 IN 0.800 Comer Zone psf W3> Non -std Spacing: 4/9/0 Required 47.50 37/6/0 51.00 0.93 OUT -2.600 Comer Zone in psf WI> Standard Spacing is Adequate 23.27 40/0/0 45.00C 0.52 OUT -1.300 Extension Comer Zone in psf <W2 Non -std Spacing: 4/9/0 Required 47.50 40/0/0 51.00C 0.93 OUT -2.600 Extension Side Zone psf WI> Standard Spacing is Adequate 23.27 40/0/0 45.00 0.52 OUT -1.300 Side Zone psf <W2 Standard Spacing is Adequate 15.86 40/0/0 56.00 0.28 IN 0.800 Side Zone psf W3> Non -std Spacing: 4/9/0 Required 47.50 40/0/0 51.00 0.93 OUT -2.600 iide Zone in Extension psf WI> Standard Spacing is Adequate 23.27 40/0/0 45.00 0.52 OUT -1.300 Me Zone in Extension psf <W2 Non -std Spacing: 4/9/0 Required 47.50 40/0/0 51.00C 0.93 OUT -2.600 Comer Zone psf WI> Standard Spacing is Adequate 23.27 40/0/0 45.00 0.52 OUT -1.300 Corner Zone psf <W2 Standard Spacing is Adequate 15.8 40/0/0 56.00 0.28 IN 0.800 Comer Zone psf W3> Non -std Spacing: 4/9/0 Required 47.50 40/0/0 51.00 0.93 OUT -2.600 Corner Zone in psf WI> Standard Spacing is Adequate 23.27 40/0/0 45.00 0.52 OUT -1.300 Extension Comer Zone in psf <W2 Non -std Spacing: 4/9/0 Required 47.50 40/0/0 51.00 0.93 OUT -2.600 VPC File: CA0400604-01OEl.vpc VPC Version :5.Oa i6 - _ Calculations Package Date: 6/9/2004Time: 3:02:14 PM Page: 94 of 96 Extension Side Zone psf Wl> Standard Spacing is Adequate 23.27 37/6/0 45.00 0.52 OUT -1.300 Side Zone psf <W2 Standard Spacing is Adequate 15.8 37/6/0 56.00 0.28 IN 0.800 Side Zone psf W3> Non -std Spacing: 4/9/0 Required 47.50 37/6/0 51.00 0.93 OUT -2.600 Interior Area psf Wl> Standard Spacing is Adequate 23.27 2/6/0 45.00C 0.52 OUT -1.300 Interior Area psf <W2 Standard Spacing is Adequate 15.86 2/6/0 56.000,0.28 IN 0.800 rnvnrinn n -ion 7 -d. _ A....f. d - Zone Units Type Description Actual Locl Allow. Ratio Dir. Coef. Entire Surface psf L Standard Spacing is Adequate 20.95 7/6/0 42.00 0.50 -IN 1.000 Comer Zone psf Wl> Standard Spacing is Adequate 23.27 2/6/0 45.00 0.52 OUT -1.300 Comer Zone psf <W2 Standard Spacing is Adequate 15.86 2/6/0 56.00 0.28 IN 0.800 Comer Zone psf W3> Non -std Spacing: 4/9/0 Required 47.50 2/6/0 51.00 0.93 OUT -2.600 Comer Zone in psf Wl> Standard Spacing is Adequate 23.27 -1/6/0 45.00C 0.52 OUT -1.300 Extension 0.98 OUT Extension Comer Zone in psf <W2 Non -std Spacing: 4/9/0 Required 47.50 -1/6/0 51.00 0.93 OUT -2.600 Extension -1.300 Side Zone psf Wl> Standard Spacing is Adequate 23.27 0/0/0 45.00 0.52 OUT -1.300 Side Zone psf <W2 Standard Spacing is Adequate 15.8 0/0/0 56.00C 0.28 IN 0.800 Side Zone psf W3> Non -std Spacing: 4/9/0 Required 47.50 0/0/0 51.00C 0.93 OUT -2.600 Side Zone in Extension psf Wl> Standard Spacing is Adequate 23.27 0/0/0 45.00 0.52 OUT -1.300 Side Zone in Extension psf <W2 Non -std Spacing: 4/9/0 Required 47.50 0/0/0 51.00 0.93 OUT -2.600 Comer Zone psf W 1> Standard Spacing is Adequate 23.27 0/0/0 45.00 0.52 OUT -1.300 Corner Zone psf <W2 Standard Spacing is Adequate 15.8 0/0/0 56.00 0.28 IN 0.800. Comer Zone psf W3> Non -std Spacing: 4/9/0 Required 47.50 0/0/0 51.00 0.93 OUT -2.600 Comer Zone in psf Wl> Standard Spacing is Adequate 23.27 0/0/0 45.00C 0.52 OUT -1.300 Extension Corner Zone in psf <W2 Non -std Spacing: 4/9/0 Required 47.50 0/0/0 51.00 0.93 OUT -2.600 Extension Side Zone psf Wl> Standard Spacing is Adequate 23.27 37/6/0 45.00 0.52 OUT -1.300 Side Zone psf <W2 Standard Spacing is Adequate 15.8 37/6/0 56.00 0.28 IN 0.800 Side Zone psf W3> Non -std Spacing: 4/9/0 Required 47.50 37/6/0 51.00 0.93 OUT -2.600 Comer Zone psf W 1> Standard Spacing is Adequate 23.27. 37/6/0 45.00 0.52 OUT -1.300 Comer Zone psf <W2 Standard Spacing is Adequate ' 15.86' 37/6/0 56.00 '0.28 IN 0.800 Comer Zone psf W3> Non -std Spacing: 4/9/0 Required 47.50 37/6/0 51.00C 0.93 OUT -2.600 Comer Zone in psf Wl> Standard Spacing is Adequate 23.27 40/0/0 45.00 0.52 OUT 1.300 Extension Comer Zone in psf <W2 Non -std Spacing: 4/9/0 Required 47.50 40/0/0 51.00C 0.93 OUT -2.600 Extension Side Zone psf Wl> Standard Spacing is Adequate 23.27 40/0/0 45.00 0.52 OUT -1.300 Side Zone psf <W2 Standard Spacing is Adequate 15.86 40/0/0 56.00 0.28 IN 0.800 Side Zone psf W3> Non -std Spacing: 4/9/0 Required 47.50 40/0/0 51.00 0.93 OUT -2.600 Side Zone in Extension psf Wl> Standard Spacing is Adequate 23.27 40/0/0 45.00 0.52 OUT -1.300 Side Zone in Extension psf <W2 Non -std Spacing: 4/9/0 Required 47.50 40/0/0 51.00 0.93 OUT -2.600 Comer Zone psf Wl> Standard Spacing is Adequate 23.27 40/0/0 45.00 0.52 OUT -1.300 Corner Zone psf <W2 Standard Spacing is Adequate 15.86 40/0/0 56.00 0.28 IN 0.800 Comer Zone psf W3> Non -std Spacing: 4/9/0 Required 47.50 40/0/0 51.00 0.93 OUT -2.600 Comer Zone in psf Wl> Standard Spacing is Adequate 23.27 40/0/0 45.00C 0.52 OUT -1.300 Extension Comer Zone in psf <W2 Non -std Spacing: 4/9/0 Required 47.50 40/0/0 51.00C 0.93 OUT -2.600 Extension Side Zone psf Wl> Standard Spacing is Adequate 23.27 37/6/0 45.00 0.52 OUT -1.300 Side Zone psf <W2 Standard Spacing is Adequate 15.86 37/6/0 56.00 0.28 IN 0.800 Side Zone psf W3> Non -std Spacing: 4/9/0 Required 47.50 37/6/0 51.00 0.93 OUT -2.600 Interior Area psf W 1> Standard Spacing is Adequate 23.27 2/6/0 45.00 0.52 OUT -1.300 Interior Area I psf I <W2 I Standard Spacing is Adequate 15.8 2/6/0 1 56.00 0.28 IN 0.800 rnvPrinn nation r nodes _ 0....f. n Zone Entire Surface Units psf Type L Description Standard Spacing is Adequate Actual 20.95 Locl Allow. -1/6/0 42.00 Ratio 0.50 n-7 IN Comer Zone psf Wl> Standard Spacing is Adequate 21.56 2/6/0 45.00 0.48 OUT 1.000 -1.300 Corner Zone psf <W2 Standard Spacing is Adequate 14.80 2/6/0 56.00 0.26 IN 0.800 Comer Zone psf W3> Standard Spacing is Adequate 44.07 2/6/0 45.00 0.98 OUT -2.600 Comer Zone in psf WI> Standard Spacing is Adequate 21.56 0/0/0 45.00 0.48 OUT Extension -1.300 Comer Zone in psf <W2 Standard Spacing is Adequate 44.07 0/0/0 45.00 0.98 OUT Extension -2.600 Side Zone psf W 1> Standard Spacing is Adequate 21.5 0/0/0 45.00C 0.48 OUT -1.300 VPC File:CA0400604-01 OELvpc VPC Version :5.Oa As v Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 95 of 96 Side Zone psf <W2 Standard Spacing is Adequate 14.80 0/0/0 56.00 0.26 IN 0.800 Side Zone psf W3> Standard Spacing is Adequate 44.07 0/0/0 45.00 0.98 OUT -2.600 Side Zone in Extension psf Wl> Standard Spacing is Adequate 21.5 0/0/0 45.00 0.48 OUT -1.300 Side Zone in Extension psf <W2 Standard Spacing is Adequate 44.07 0/0/0 45.00 0.98 OUT -2.600 Comer Zone psf Wl> Standard Spacing is Adequate 21.56 0/0/0 45.00 0.48 OUT -1.300 Corner Zone psf <W2 Standard Spacing is Adequate 14.80 0/0/0 56.00 0.26 IN 0.800 Comer Zone psf W3> Standard Spacing is Adequate 44.07 0/0/0 45.00 0.98 OUT -2.600 Comer Zone in psf Wl> Standard Spacing is Adequate 21.56 0/0/0 45.00C 0.48 OUT -1.300 Extension Corner Zone in psf <W2 Standard Spacing is Adequate 44.07 0/0/0 45.00C 0.98 OUT -2.600 Extension Side Zone psf W 1> Standard Spacing is Adequate 21.56 2/6/0 45.00 0.48 OUT -1.300 Side Zone psf <W2 Standard Spacing is Adequate 14.80 2/6/0 56.00 0.26 IN 0.800 Side Zone psf W3> Standard Spacing is Adequate 44.07 2/6/0 45.00 0.98 OUT -2.600 Comer Zone psf W 1> Standard Spacing is Adequate 21.56 37/6/0 45.00 0.48 OUT -1.300 Comer Zone psf <W2 Standard Spacing is Adequate 14.80 37/6/0 56.00 0.26 IN 0.800 Corner Zone psf W3> Standard Spacing is Adequate 44.07 37/6/0 45.00C 0.98 OUT -2.600 Corner Zone in psf Wl> Standard Spacing is Adequate 21.56 41/6/0 45.00 0.48 OUT -1.300 Extension Comer Zone in psf <W2 Standard Spacing is Adequate 44.07 41/6/0 45.00 Extension 0.98 OUT 2.600 Side Zone psf Wl> Standard Spacing is Adequate 21.56 40/0/0 45.00C 0.48 OUT -1.300 Side Zone psf <W2 Standard Spacing is Adequate 14.80 40/0/0 56.00C 0.26 IN 0.800 Side Zone psf W3> Standard Spacing is Adequate 44.07 40/0/0 45.00 0.98 OUT -2.600 Side Zone in Extension psf Wl> Standard Spacing is Adequate 21.56 40/0/0 45.00 0.48 OUT -1.300 Side Zone in Extension psf <W2 Standard Spacing is Adequate 44.07 40/0/0 45.00 0.98 OUT -2.600 Comer Zone psf Wl> Standard Spacing is Adequate 21.5 40/0/0 45.00 0.48 OUT -1.300 Comer Zone psf <W2 Standard Spacing is Adequate 14.80 40/0/0 56.00 0.26 IN 0.800 Comer Zone psf W3> Standard Spacing is Adequate 44.07 40/0/0 45.00C 0.98 OUT -2.600 Corner Zone in psf W l> Standard Spacing is Adequate 21.5 40/0/0 45.00 0.48 OUT -1.300 Extension Comer Zone in psf <W2 Standard Spacing is Adequate 44.07 40/0/0 45.00 0.98 OUT -2.600 _ ..: Extension. Side Zone psf Wl> Standard Spacing is Adequate. 21.56 2/6/0 45.00 0.48 OUT -1.300 Side Zone psf <W2 Standard Spacing is Adequate 14.80 2/6/0 56.00 0.26 IN 0.800 Side Zone psf W3> Standard Spacing is Adequate 44.07 2/6/0 45.00 0.98 OUT -2.600 Interior Area psf Wl> Standard Spacing is Adequate 21.56 2/6/0 45.00 0.48 OUT -1.300 Interior Area I psf I <W2 Standard Spacing is Adequate 14.80 2/6/0 56.00 0.26 IN 0.800 ('nvPrino DPC;an Unad, _ W.11- A _lam........... Zone Entire Surface Units Type Description L Actual LocI Allow. Ratio Dir. Coef. Comer Zone psf Standard Spacing is Adequate Wl> 20.95 0/0/0 29.00 0.72 IN 1.000 Comer Zone psf Standard Spacing is Adequate <W2 21.5 0/0/0 48.00 0.45 OUT -1.300 Comer Zone psf psf Standard Spacing is Adequate Wl> Standard Spacing is Adequate 44.07 21.56 0/0/0 48.00 0.92 OUT -2.600 Comer Zone psf <W2 Standard Spacing is Adequate 44.07 39/0/0 39/0/0 48.00 48.00 0.45 OUT -1.300 Side Zone psf W 1> Standard Spacing is Adequate 21.56 4/0/0 48.00 0.92 OUT -2.600 0.45 OUT Side Zone psf I <W2 I Standard Spacing. is Adequate 44.07 4/0/0 1 48.00 -1.300 0.92 OUT -2.600 ('-Ann r)ne:.,.. r -A.. _ w..11. a Zone Entire Surface Comer Zone Comer Zone Comer Zone Comer Zone Side Zone Side Zone I Units psf psf psf psf psf psf psf I T e Descri tion L Standard Spacing is Adequate Wl> Standard Spacing is Adequate <W2 Standard Spacing is Adequate Wl> Standard Spacing is Adequate <W2 Standard Spacing is Adequate Wl> Standard Spacing is Adequate <W2 I Standard Spacing is Adequate 1 Actual 20.95 23.27 47.50 23.27 47.50 23.27 47.50 Locl 0/0/0 0/0/0 0/0/0 39/0/0 39/0/0 4/0/0 4/0/0 Allow. Ratio 29.00 0.72 48.00 0.48 48.00 0.99 48.00 0.48 48.00 0.99 48.00 0.48 48.00 0.99 Dir. IN OUT OUT OUT OUT OUT OUT Covering Desien Loads - Wall: R - Cann-- r Coef. 1.000 -1.300 -2.600 -1.300 -2.600 -1.300 •2.600 Zone Entire Surface Comer Zone Comer Zone Comer Zone Comer Zone Side Zone Side Zone Units psf psf psf psf psf psf psf Type Descri tion Actual L Standard Spacing is Adequate 20.95 Wl> Standard Spacing is Adequate 23.27 <W2 Standard Spacing is Adequate 47.50 Wl> Standard Spacing is Adequate 23.27 <W2 Standard Spacing is Adequate 47.50 Wl> Standard Spacing is Adequate 23.27 <W2 Standard Spacing is Adequate 47.50 LOcl 0/0/0 0/0/0 0/0/0 39/0/0 39/0/0 4/0/0 4/0/0 Allow. 29.00 48.00 48.00 48.00 48.000 48.00 48.00 Ratio Dir. 0.72 IN 0.48 OUT 0.99 OUT 0.48 OUT 0.99 OUT 0.48 OUT 0.99 OUT Coef. 1.000 -1.300 -2.600 -1.300 -2.600 -1.300 -2.600 VPC File:CA0400604-01 OE I.vpc VPC Version :5.Oa `x/ Date: 6/9/2004 Calculations Package Time: 3:02:14 PM Page: 96 of 96 Covering Design Loads - Wall: 10 - Canonv: 1 Zone Units Type Description Actual LocI Allow. Ratio Dir. Coef. Entire Surface psf L Standard Spacing is Adequate 20.95 0/0/0 29.00C 0.72 IN 1.000 Corner Zone psf WI> Standard Spacing is Adequate 21.56 0/0/0 48.00 0.45 OUT -1.300 Corner Zone psf <W2 Standard Spacing is Adequate 44.07 0/0/0 48.00 0.92 OUT -2.600 Corner Zone psf WI> Standard Spacing is Adequate 21.56 39/0/0 48.00 0.45 OUT -1.300 Corner Zone psf <W2 Standard Spacing is Adequate 44.07 39/0/0 48.00 0.92 OUT -2.600 Side Zone psf WI> Standard Spacing is Adequate 21.5 4/0/0 48.00 0.45 OUT -1.300 Side Zone I psf <W2 I Standard Spacing is Adequate 1 44.07 4/0/0 1 48.00 0.92 1 OUT -2.600 Panel Data Wall/Roof Type Thickness Finish Color Direction Gable Dir Max. Length Wall: 1 Vee Rib 26 KXL Classic Red (Disc) Left to Right Left to Right 39/0/0 Wall: 2 Vee Rib 26 KXL Classic Red (Disc) Left to Right Peak Out 39/0/0 Wall: 3 Vee Rib 26 KXL Classic Red (Disc) Right to Left Right to Left 39/0/0 Wall: 4 Vee Rib 26 KXL Classic Red (Disc) Left to Right Peak Out 39/0/0 Canopy: 1 Panel Rib 26 Galvalume Standard Color System Generated Not Applicable 41/0/0 all: 5 Vee Rib 26 KXL Classic Red (Disc) Left to Right Peak Out 39/0/0 Wall: 6 Vee Rib 26 KXL Classic Red (Disc) Left to Right Peak Out 39/0/0 anopy: 2 Panel Rib 26 Galvalume Standard Color System Generated Not Applicable 41/0/0 Wall: 7 Vee Rib 26 KXL Classic Red (Disc) Left to Right Peak Out 39/0/0 Wall: 8 Vee Rib 26 KXL Classic Red (Disc) Left to Right Peak Out 39/0/0 Canopy: 3 Panel Rib 26 Galvalume Standard Color System Generated Not Applicable 41/0/0 Wall: 9 Vee Rib 26 KXL Classic Red (Disc) Right to Left Right to Left 39/0/0 Wall: 10 Vee Rib 26 KXL Classic Red (Disc) Left to Right Peak Out 39/0/0 Canopy: 4 Panel Rib 26 Galvalume Standard Color System Generated Not Applicable 41/0/0 Wall: 1 I Vee Rib 26 KXL Classic Red (Disc) Left to Right Left to Right 39/0/0 Wall: 12 Vee Rib 26 KXL Classic Red (Disc) Left to Right Peak Out 39/0/0 Roof: A Panel Rib 26 Galvalume Standard Color System Generated Not Applicable 41/0/0 Roof. B Panel Rib 26 Galvalume Standard Color System Generated Not Applicable 41/0/0 Roof. C Panel Rib 26 Galvalume Standard Color System Generated Not Applicable 41/0/0 Roof: D Panel Rib 26 Galvalume V Standard Color . ..System Generated 1 Not Applicable 1. Al/0/0 Fastener Data Wall/Roof Type Length Spacing Washers Insul. Block Mod. Ctrl. Ice Damming Wall: 1 Color Match Carbon Standard Option Standard Option No None No No Wall: 2 Color Match Carbon Standard Option Standard Option No None No No Wall: 3 Color Match Carbon Standard Option Standard Option No None No No Wall: 4 Color Match Carbon Standard Option Standard Option No None No No Canopy: 1 Stainless Steel Capped Standard Option Standard Option Yes None No No Wall: 5 Color Match Carbon Standard Option Standard Option No None No No Wall: 6 Color Match Carbon Standard Option Standard Option No None No No Canopy: 2 Stainless Steel Capped Standard Option Standard Option Yes None No No Wall: 7 Color Match Carbon Standard Option Standard Option No None No No Wall: 8 Color Match Carbon Standard Option Standard Option No None No No Canopy: 3 Stainless Steel Capped Standard Option Standard Option Yes None No No Wall: 9 Color Match Carbon Standard Option Standard Option No None No No Wall: 10 Color Match Carbon Standard Option Standard Option No None No No Canopy: 4 Stainless Steel Capped Standard Option Standard Option Yes None No No Wall: 11 Color Match Carbon Standard Option Standard Option No None No No Wall: 12 Color Match Carbon Standard Option Standard Option No None No No Roof. A Stainless Steel Capped Standard Option Standard Option Yes None No No Roof: B Stainless Steel Capped Standard Option Standard Option Yes None No No Roof: C Stainless Steel Capped Standard Option Standard Option Yes None No No Roof: D Stainless Steel Capped I Standard Option I Standard Option I Yes I None I No I No VPC File:CA0400604-OIOEl.vpc VPC Version :5.Oa .14 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION W. "'k �� 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (R!5v.12/96) - • APPLICATION AND PERMIT C 3- :5 0 Y ASSESSOR PARCEL NUMBER - 041-470-091 ZONING U & BUILDING PERMIT SO, FT, OCC. BUILDING VALUATION OWNER ROBERT BOYLE & DENISE TELEPHONE OWNERS MAILING ADDRESS PO X 2412, CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS N Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Felin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS , Plan CheckingFee $ 23. W BUILDINGADD S PEM R1119 PARADISE, CA !95%9 Energy Plan Checking Fee $ $ PERMIT FEE $ 43.00 LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK - New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: (jj Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ft? I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I000A 46.00NEW CONST. DWELLING OCCUP. OR ADONS. a ACC. BLOS. SO 3.5aFT: T. NON N-R61U MULTI.OUTLET 97,50 OWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXURES BAL Q I.50 Ex. Occup. OFUTLEEDTSA RaIo,OE, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed 4 the permit is for work of a valuation of one hundred dollars ($100) or less.) ,C? I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation 'provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / � % i f� Date V f - '� Signature of Applicant - 0 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 $ 100.00 Energy Inspection Fee $ occ CONST. TYPE 14 TOTAL FEE $ HAZ. D. FEES IMP �/ FLOOD _ CDF PARCEL PD HD ISS UF' 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. �/)'� y ,. JA ) Date PERMIT EXPIRES ON'V _)ld -- (. I / I�fe Receipt No. �� f .3,©0 WHITE-D.D.S.-B.D. CANARY -A9 ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION " I7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 03-349,8-9� ASSESSOR PARCEL NUMBER 041-470-091 ZONING U & SH BUILDING PERMIT OWNER ROBERT ROTE & DENTSE, DOWNING TELEPHONE 877-4015 SO, FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS PQ BOX 2412, PARADISE 95967 CONTRACTOR'S NAME - TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDINGADD PENTZ RD, RGADISE, CA 95969 Energy Plan Checking Fee $ $ PERMIT FEE $ 43.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MEII Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.0.0 Main Service z'soo'ORLE • 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, ( 9 ) and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: Ur I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACc. eLDs. SO 3.5¢FT; NEW CONST. MULTI.OLmtr NON -REBID. @7.50 OWER APPARATUS 8 SINGLE OUTLET C1 R. EX. Occup. OUTLET OR FIXTURES S00 AL @':5050 Ex. Occup. oFirn' Rt=-.) ER. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) l7 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date 1 Signature of Applicant - ZOwner ❑ CQdtractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ 100.00 Energy Inspection Fee $ OCC CONST. TYPE 143.00 TOTAL FEE $ HAZ. _ D. FE IMP FLOOD - CDF PARC pD D 7compensation This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indica d above for which f es have been ^ y at PERMIT EXPIRES ON Ito provisions to do work paid. h� V Receipt No. 3.0,0 WHITE-D,D SAT.D. CANARY -A ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE -DEPARTNJEAl OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, dovil e, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: (\ / 3. /.5 SESSOR PARCEL NUMBER (J�"' /(� _� / l Proposed Building Use: Counter Technician: , Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 7J 1.. Plot plans;3 or 4 sets,.signed,4y the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! Z ❑ 5. Energy compliance d gn nd supporting documentation in dupli / 1 IfJ 6.' Manufactured home : (A+� ata sheets and installation instructio s, (B) Dharriage line informat' n, (C)I loor an, (D)` ie down or ,foundation plans, al ulicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. f; Date Received By - % ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ •9. Plot plan and business license approval from the City of Biggs .................................... `k ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... R. O 2. Hazardous Material Form............................................................................... _ 1' 13. Other X ,1 tD n VI aining items needed to issue the permit. (Nlay require additional plan review upon receipt of the followiyg items..)a . Fees as shown on the attached Schedule of Fees Due Sheet ....................................... t 07 5. Statement of Intent for Non -heated and A/C Buildings'.'�............................../.........'. t fIN6. anitation and plot plan approval from the •En`viro mental Health Department in City of Chico Plumbing permit............................................................... t18.California Department of Forestry plan approval ❑paid. Sent by: W CZ...�(� 19. Planning approval for (A) Use: 0 K (B)Parking: (C) Parcel Check: 0.120. Contact Land Development about ❑Improvements, ❑Drainage ............................... I : X21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for1. required ................ O 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. F� '5. Owner -Builder Verification (❑seven to owner, ❑ Mailed to owner) ..................... 26. Letter of Signature authorization ......................:............................................. 7. Recorded copy of Agricultural Acknowledgment Statement .................................... ' '8. Manufactured home utility clearance............................................................... la 0 ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone - h�� and hold for pickup; �. '%.,.. i 75 3 / P// I have been informed of the above items and requirements for obtaining a building permit. a Applicant:Q • �9�.� .Date: (0%�/0 3 1. Index permit application 2. Additional items rre'Contractor, designe Contractor, designer, owne Plans reviewed by: --A Structural reviewed by: Note transfer by: the above items Plan Check Letter �vas advised cf the above data by '09 ---phone, ❑mail, ❑. counter, by _Date: 10 la O was advised oftheajove jata by ❑ phone, ❑ mail, ❑ cou ter by Date: _ _Date: I�' � Q 3• - Plans approved by: Date: Date: Structural approved by: Date: Date: 'otl; COUNTY OF BUTTE , y DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNE: uu PROPROSED BUILDING USE A.P. # ���' '"Jt /O` (.JL DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES t ---Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ / ' SCHOOL DISTRICT FEES � (� � I+e, Vn 16'4' (paid at School District Office) (form available after Plan Check)-Gtwer1 1�,0 �14e( o SHERIFF FEES (paid at Building Division)_ -------,,,r J Residential............ 360,00.-A 34,-0 • 12 Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..:.. X # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES' $510.00 (paid at Building Division) IRE INSPECTION AND PLAN CHECK FEE 89.00 id at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the n checking process. APPLICANT DATE p p Pursuant to Government Code S4ztion 66020, you are here otified that items, 2, 3, 4, 5, 6, 8, 9; and 10 above may have been imposed on your project. You have 90 days'from the date of ap roval of the project or fro a imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) + _ M COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-75 P IT o. Q APPLICATION AND PERMIT tL (Rev.12/96) asSESSORPARCEL NUMBER / 20NIN BUILDING PERMIT {. V E is^ . M OWNER J 1S ?, TELEPHONE S+Q F r OOCr`, BUILDING VALUATION / if"" /)R /r n CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENgWEt:A'S MAILING 62. e NP • CSQ TELEPHONE LOT NO. SUBDIVISIONS N�F(T� �- (PARCEL MAP vUSEOFSTRRUCTURE 7,S•dS 7V SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: S (zcz!� GV S C) ju X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60° deep and demolition or construction of structures over 3 stories in height. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Total Valuation Is. sAL Q .so FDQ:D APPLNS. OR Ex. Occup. OUTLETS EID. EA Filing Fee $ 20.00 Permit Fee $ Misc. Wiring Plan Checking Fee $ 3. Energy Plan Checking Fee $ PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 eoov R LEs Main Service zoos OoR LEsss 23.00 Main Service ( zooA TO 1000A ) 46.00 .50 Ex. OCCU . OUTLET OR FI)CMES sAL Q .so FDQ:D APPLNS. OR Ex. Occup. OUTLETS EID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 _ I PERMIT FEE 1 $ MECHANICAL PERMIT I Fling Fee 20.00 II Hood 1 1 6.501 1 Mobile Home Installation Fee Is tou, Energy Inspection Fee I $ occ CONST. TYPE TO AL FEE $ HAZ_ 1 0. FEE FLOOD CDF I VEL HDI 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 A.P. # OWNER PERMIT #_0 a MH UTIL. CLEARANCE DATE- 12 f INSPECTOR (SSL._. _3 s,w ELECTRIC GAS SUPPORT— COMPACTION SERVICE OTHER PIPE STRUCTURE TEST REQ. SIZE LOAD TYPE SIZE LENGTH YES I NO YES, NO- D Zv X No f BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District �Jrrid f �e 4 1 r; r1l 11/� l� / I Building Department No. A.P. Number �%)!�- ��� (J �/ Jurisdiction: tion: City ©County Property Owner 11I . hpi I - t,XJ leo Property Location/Address Subdivision Residential Development ©r No of Living Mobile Home Units Installation Commercial/Industrial Ne)w Addition Building Department Lot No. IIo-va-7 .................................................................................................................. Sq. Footage / Addition/ *Supplemental to (Group R) Conversion Permit # '(No foundation inspection)' i................................................................................................................... Sq. Footage (Floor Plans reviewed by School District Personnel) ' District Identification No. 040103 r t ( ( t? � t Jn C v�_-t_ 14 -School District certifies that IR r)L +-I (Including Exterior Roofed Areas) Date Y P-7-7 T01�;7 StreettAA� drresssi (Phone Number) _7 (City) r (State) has complied with the requirements of Resolution No. representing square feet. AB 2926 1' - FULL MITIGATION School District Representative Paid by Check #'_ ( Remarks: (Zip Code) by payment of $ 9 -7-7 s 1I-2iv� Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. 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 Califomia 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) feeform.xls (10/98)dmm 191-7.N, AP # 1.70 OWNER vk PERMIT f „�� 3 - 30 3 3 Mli UTIL.CLEARANCE DATE 1.6 3 INSPECTOR L//eefL: ELECTRIC GAS Support- Sft -. Compacti Test Her iervice Size Other Load Type Pipe' 'Size Length 'YES NO YES T y + ' f , v T . COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev.12/96) . APPLICATION AND PERMIT* a � - X33 ASSESSOR PARCEL NUMBER 041-470-091 ZONING U BUILDING PERMIT OWNER ROBERT BOYLE & DENISE DOWNING TELEPHONE 877-4015 SO, FT, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS PO BOX 2412 PARADISE 95967 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checkin Fee $ 23.00 PENTZ RD, PARADISE. CA 95969 BUILDING ADORES Energy Plan Checking Fee $ $ PERMIT FEE $ 23.0 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: juHU Gas piping system 1 - 5 outlets 15.00 Buildina sewer 15.00 Mobile Home I - I V @20.00 60, 00 PERMIT FEE S 80.00 ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service 20OAORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. NO. OWNER -BUILDER DECLARATION 1 here y affirm under penalty of perjury that I am exempt from the Contractors License Law or the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( a Acc. stns. SO 3.5¢FT: NEW CONST. MULTI.OUTcuT NON•REsID. u @7.50 OWER APPARATUs 8 SINGLE OLJrIfT CIR. EX. OCCU OUTLET OR FIXTURES BAL p x.50 Ex. Occup. ourAP E=.oER, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 20.00 Misc. Wirina 23.00 PERMIT FEE $ 63.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / X _ Date ! 0-01-0-3 Signature df pplicant - Owner ❑ Contractor ❑ Agent An OSHA per itis requi for excavations over 5'0" deep and demolition or construction of structures er 3 stories in heigh MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection F e $ occ CONST. TYPE TOTAL FEE $ 166.00 HAz t D Es IM/ V cDF PARC. Po ssu This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By P RMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. �p Date !/ e Receipt No. .Vv WHITE-D.D.S.-B.D. CANARY -AS ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 11 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION f 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 gan1T ln(Rev.12/95) ' I APPLICATION AND PERMIT � IDASSESSOR PARCEL NUMBER �� ZONI G BUILDING PERMIT (JA i N R .. TELEP ONE SQ. FT. OCC. BUILDING VALUATION owN - -ADDRESS --,^ LI ',*—p I fa �ise l�°A,..- ' cS,J� I CONTRA , W E `//•]` . CONTRACTORS MAKING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER I LICENSE NO. ADDRESS ADDRESS N ; 1 ; / j ) / J/ .) J LOT NO.Z SUBDNISIONS& E 16'? USEOFSTRUCTURE 3S e> A SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel / Util'Tties 13 Installation ❑ Other ❑ Describe Work: (�f Hd ) - T X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0° deep and demolition or construction of structures over 3 stories in height. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Fireplace Total Valuation $ Filing Fee $ 20.00 Permit Fee $ Plan Checking Fee $ �' Energy Plan Checking Fee $ PERMIT FEE 1 $ a� PLUMBING PERMIT I Fling Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home 7 __@20-001/,Y').101 PERMIT FEE $ Cl - ELECTRICAL PERMIT Fling Fee 20.00 Main Service 0200onORMSS 23.00 Of 2,.0b Main Service 200A TO 1000A 46.00 NEW CONST. OWELLWG Doc P. OR ADDNS. ( a ACC. BLDS. SO 3.5QFr. ilw —60-0 T.— MULTI.OUTiJ'_T NON-RESID. c 97.50 POWER APPARATUS a SOJGIE 011RET CIR Ex. Occu OUTLET OR FDRURES 20 O 1.00BAL O .50 Ex. Occup. o�� 6iri �� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 �O Misc. Wiring 23.00 I PERMIT FEE 1 $ e,-5' CO MECHANICAL PERMIT I Fling Fee 1 20.00 r Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TO AL FEE am I $ 7ZLiZIM KAZ- I D. FEES I IMI 1. FLOOD I CDF YtPACEL HD WUE 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 1 `Y ,�._ Qrt .:a ..d: :rK a \ yr ti4...0 ,. �,.V<�£ .•. Ct }.: ary•w�` 4 J11T..xc' Cay° yt •;rlt,;.. �.Fi r �i u� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIO� -33 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET � ' U ?A YJ�`]/JG�.�I�✓.b7//ASL�ESSORPARCEL NUMBER OWNER: ��, U. q / Proposed Building Use: t r% H . Counter Technician: t� Date: l0_ %t% Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. VDJ 1.. Plot plans, 3 or 4 sets, signed ty the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ....................... I............. ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 414. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 5. Statement of Intent for Non -heated and A/C Buildings .................................. . ......... Sanitation and plot plaq approval from the Environmental Health Department in i 1 City of Chico Plumbing permit .........................�.. 18. California Department of Forestry plan approval L�1"paid. Sent by:.. ❑ 19. Planning approval for (A) Use: D K (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 2 Letter of Signature authorization ................................ r7. Recorded copy of Agricultural Acknowledgment Statement 2 28. Manufactured home utility clearance ........................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone hold for pickup. i r7S - $/-/ S - ?IS/ Cel I have been informed of the above items and requirements for obtaining a building permit. Applicant: 14; My /i. 1. Index permit application for the aboveftems numbered 2. Additional items reouimd Contractor, designerCwn , was advised cf the above data by CKphone, ❑ mail, ❑ counter, by Contractor, designer, owner, was advised of the above d a by phone, ❑ mail, ❑ co ter, by Plans reviewed by: _ Date: (ID ` �'� Plans approved by: T.�i Structural reviewed by. Date: Structural approved by: Note transfer by: Date: Plan Check Letter _Date: �. D _Date: Date: _03- Date: 0Date: E -M. USE ONLY Flat Flan dttachad _ f6a98 Flan A cft Sant to ®.D / TO: Building Department FROM: Environmental Health, SUBJECT: Sanitation Clearance 4 Owner Location AP# Plan Approved for: Sewage Disposals Water Supply: Publi P ,vete well Clearance for dwelling: Other l Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754, PERMIT NO. (Rev. 12/96) �� . APPLICATION AND PERMIT d 3 - _310 -33 ASSESSOR PARCEL NUMBER 041-470-091 ZONING U BUILDING PERMIT ROBERT BOW & DEI RSE DO MING 877-4015 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAIUNG ADDRESS Pn FnX 2412, PARADISE 95%7 - CONTRACTOR'S ���NAME �JYRI\ER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS ,1• Plan Checking Fee $ 23.00 BUILDING ADD%MM RDII, PARADISE CA 95969 Energy Plan Checking Fee $ -11 / $ PERMIT FEE $ 23.00 LAT NO. -SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I P11 V IRV 1 @20.00 60.00 PERMIT FEE $ 80.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service eoov 'o AR 200A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION , I herepy affirm under penalty of perjury that I am_ exempt from the Contractors License LftwJor the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADD S. ( a ACC. &LDS. SO 3.5¢FT. RESID. MUL 14 UTLET 97.50 POWER APPARATUS &SINGLE OUTLET CIR. _ Ex..Occu L .ourLEroR FO(TUREs BAS ®':w FIXED APPLNS. OR Ex. Occup. oLmErs gESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 20.00 Misc. Wiring 23.00 PERMIT FEE S f,3.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code,' for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _t,%,� Date �' _ D 3 Signature of Applicant -i11l Owner ❑ Contractor ❑ Agent te An OSHA permit is require for excavations over 60" deep and demolition or construction of structures over 3 stories in height: MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE . TOTAL FEE $ 166.00 HAz FEES IMP FL_ogo CDF PARCEL I POI HD , ISsu�� ✓ 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 T'� D46 Receipt No. y% CG. r Z; > WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT y'c'._ .* �Y yZ� y!`, ." -1= ". r ,� '.l i `t, y+ ave♦ /' �SNf"� � .. .MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF,DEVELOPMENT SERVICES BUILDING DIVISION —COUNTY CENTER DRIVE OROVILLE, CA 95965 — PHONE (530) 538-7541 APN: PERMIT NO.: Owner's Name: Owner's Address: qr 2.4 pf,,jT z..- Mobilehome Manufacturer: Year of Manufacture: F Serial Number or V.I N.: Insignia or HUD Number: Official approving installatio • Date: If them ti ehome is moved or relocated, the mobilehome installation acceptance shall become invalid. This form shall -not be used when the mobilehome is installed on a foundation system. ,, ,.r. 5138 White -Owner, Yellow -Installer, Pink -Bldg, Gold -Assessor r � t MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION - COUNTY CENTER DRIVE OROVILLE, CA 95965 - PHONE (530) 538-7541 APN: PERMIT NO.: 01f/- 1-1 /7:> ~ 01» 3�'3 Owner's Name: Owner's Address: Mobilehome Manufacturer: Year of Manufacture: ✓- t, r.7 2-003 Serial Number or V.I.N.: Insignia or HUD Number: Official approving installation: 'r Date:�ow j 0/9 l .rt,✓(•- - !t L. If the m b ehome is moved or relocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. 5138 White -Owner, Yellow -Installer, Pink -Bldg, Gold -Assessor �'�s�.�'��i=�"r..�"� .v...-•rte:+.--...-..� ,-._.,..-� �-..-•`-•.-'--�- '---+-�-•.r. �,•3`'h-gin,•.-._.^ COUNTY OF BUTTE f I BUILDING. DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico„CA • (530) 891-2751 j 7 County Center Drive • OroviII6, CA • (530) 538-7541 _ s 9 CORRECTION NOTICE OWNER Y ' ' PERMIT NO. A routine inspection indicates that Ihe”following violations of butte county Ordinances exist at the, above address and should be corrected. Please notice this office when correction of work, is completed. If you have any questions pertaining to this matter, or need additional explanation, _ please contact this office immediately. iLA . 1' � t �1 1 n 72 Date REV 10/92 1 . rt • 3> 1 i COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 :z CORRECTION NOTICE. � (� 3D OWNER _ PERMIT NO. f A routine inspection indicales.that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this, office when correction of work is C. mpleted. If you have any questions- pertaining to this matter, or need additional explanation, please contact this office immediately. 'IN' \`� i JIYf - /-7'1 '.'J l/` eQ Fl , i . !=3 0- Jll � L o/v.4 a V- REV 10/92 Yom' 1 i REV 10/92 Yom' .. v+i Y.. .. � _.�-..y,ir l'7'V-`.tr .f•' rr'Psr- "tf �..-__• '�T i.F ... �r�'>mY-•..--.1.. w.NrK• v... -..-y -..7: ��L � `lN�'•�ak �T.. COUNTY OF BUTTE BUILDING DIVISION • • . • • • ' • • • . • • ' �'- DEPARTMENT OF DEVELOPMENT SERVICES 411 MairiStreet - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE -n - I) U`f (,l' OW� PERMIT NO. A routine Inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. d 1 14✓1/ /1/ L� V1 &I I vv 1 /7- 14 // L,/7 / / X Date /2-1 ` Inspectors REV 10/92 NOTES PERMIT NO. i 1 RESIDENTIAL 041-470-091 03-30331 - BOYLE;..ROBERT - - . - - --�-- -W 4124 PENTZ RD., PARADISE MHU I / vie r 2 LOD R SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS -VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY .Address 2w PCtJT" .GAS a Meter By Date ELECTRIC CHECKED BY r: Meter By Date t il C> Il- sq,7(09 n.v A tt o� 01Y24 t Dom sier 17.2003 JOB FINALED (Date) 3 - J'� ° O y ? Signature t :i N x. 1 It f. A 7 RESIDENTIAL 041-470-091 03-30331 - BOYLE;..ROBERT - - . - - --�-- -W 4124 PENTZ RD., PARADISE MHU I / vie r 2 LOD R SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS -VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY .Address 2w PCtJT" .GAS a Meter By Date ELECTRIC CHECKED BY r: Meter By Date t il C> Il- sq,7(09 n.v A tt o� 01Y24 t Dom sier 17.2003 JOB FINALED (Date) 3 - J'� ° O y ? Signature t :i J=OK 0 = Not OK . = NotReadyab1e MOBILE HOMES Date MDB(kE HOME UTILITIES (Plans) OK except #'s T,*6ils; Special MH Support Sketch wer; Location -Test -Fall -C/O -Concrete ter; Location -Test -Easement Needed (Sketch) Electricity; Location-Clearances-Grnd-/ /Amp -Concrete �-6r-C-ras; Location -Test -Wrap;-/ / L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect $ Utility Clearance Date )1V 4L3-Eard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOB LE HOME INSTALLATION (Plans) OK except #'s Zoning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line f'as; MH Test -Demand -Valve -Connector ,4,veSlectricity; MH Test -Crossovers -Breakers -Clearances 5 rain; MH Test -Fall -Flex Connector ater; MH Test -Regulator -Connector 7 ater and Sewer Connected -C/O to Grade -HD Approval V Gas and Electricity Tagged yie Downs -Type -Installation Cert.- 10,., ert.1 . Exits; Insp.-Sketch 1 1VCert. of Occupancy Date . (o, Card B-1 Date Card B-1 Date Card B;1 Date Card B-1 Date PERMANENT,END SYSTEM (ONLY) 1., Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6.. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office ' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFF 5., Elec.; Pool Lighting; 15 Volts-GFI 6. Elect; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports;.Windows-Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10.. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFF 5., Elec.; Pool Lighting; 15 Volts-GFI 6. Elect; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped . 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 48. 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Fireplace Ties or Type A Flue -Fireplace Throat Clearance 19. D.W.V.; Test Fittings & Anchor -Nail Protection 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 20. Shower Pan; Test, First Floor -Tub Access 51. 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Property Line Firewall & Openings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 56. 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors Siding -Nailing Veneer 26. Size Boxes & No. of Conductors Stapled 58. 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Glazing Area -Glass Protection -Skylights -Plastic 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 60. Shear Walls; Nailing -Bolts 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 61. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect Insulation -Walls -Ceilings 33. Equip. Clearances Panels-Motors-Mech. Equip. 63. Infiltration -Wal Is -Windows 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support Smoke Detector 37. Vent Fan, Exhaust above insulation 66. 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Bedroom Exiting 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 70. 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Soacinq & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes O No/Walks O Yes D No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville,'California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT e=�e;-3785 ASSESSOR PARCEL NUMBER 041-470-091 ZONING USH BUILDING PERMIT OWNER BOYLE ROBERT & DOWNING DENISE TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 2412 PARADISE CA 95967 CONTRACTORS OWNER TEONE LEPH CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $5656.00 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee s52.65 BUILDING ADDRESS 4124 PENTZ ROAD$ Energy Plan Checking Fee $ PERMIT FEE $153.65 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Udlities ❑ Installation ❑ Other ❑ Describe Work: OPEN DECKS Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W 920.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Feel 20.00 "OOVOR LE Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License LaW or the following reason: j� 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. •,p I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) j7l I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X d," � �� Date Z 17 ID 3_ Signature of Applicant - J2' Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in he-ght. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP, So OR ADDNS. a ACC. BLDS. 3.5¢FT. NEW R6,UT' MULTI..R., 97,50 APPARATUS 8 SINGLE OLRLET C R. Ex. Occup. OUTLET OR FUTURES BAL p'. 0 LNS Ex. Occup. ofluxrLsrDrs AES of 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $153.65 HAZ. I D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date IZ/� 1,04 Dale Receipt No. 39 L1 I S to WHITE-D.D.S.-B.D. CANARY -A SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT S COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATIO AN®PERIUIIT (Rev.12/96) 153. �orj SRA $ -' SHERIFF $ OTHER $ ZONING BUILDING PERMIT CEL NUMBER �( d�q9 ��I � 470 � 0-1 AMOUNT RECEIVED u+ S 0 TELEPHONE SO. Fr, OCC.�r BUILDING VALUATION FSE-SS.OR 4D0WiLiIN(.DiW r 1 '775 S Bob OPENNG ADDRESSP B ST- G591c7 CONTRACTOR'S NAME QM/ Al E� CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAIUNG ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BuuDNG ADDRNss �IMT nm_ SUBDMSIDNS NAME Total Valuation $ 5 ! Flinn Fee $ Permit Fee $ Plan Checking Fee $ Energy Plan Checking Fee $ $ PERMIT FEE $ PLUMBING PERMIT USEOFSTRUCTURE Solaro at pump water heater SF ❑ Duplex ❑ Mobilehome 121" Other Wateri ing SPECIE'` Each gas water he"higr or vent TYPE OF WORK Gas piping system 1 - 5 ets New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other GY to an Building sewer Mobile Home I S G W Describe Work: e-40 smn ? �og YN?1tX PERMIT FEE PAID 153. �orj SRA $ -' SHERIFF $ OTHER $ FLOOD CDF PARCEL PD $ AMOUNT RECEIVED 0 $ DATE RECEIVED 1 ;/17/63 DCrCIPT ±E e�94ts7 PERMIT FEE S ELECTRICAL PERMIT OOOV OA L3S Win =R LEsService zos Mflin Nice zo•A TO I 006 trEw CONS . DWELLING OCCUP. OR ADONS. d ACC. BIDS. ) 20.00 6( !?F 52.lef 153. /c5 ling Fee 20.00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 g Fee 20.00 23.00 46.00 1.5¢x°; LD7.50 Ex. OCCU . OVTLVr D ES B4L - .so Ex. Occup.MAT nErs 61D. R 5.0O Temporary Service 23.00 Mobile Home Facilities 20.00 Umn Wirinn 23.00 PERMIT FEE I $ MECHANICAL PERMIT I Fling Fee 1 20.00 I Hood \ 1 1 6.501 1 PERMIT FEN= Mobile Home Installation Fee $ Fnarnv Insnocfion Fee $ OCC CONST' TYPE TOTAL FEE $ 53 . low HAZ D. FEES IMP FLOOD CDF PARCEL PD MD SUE 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 COUNTY OF BUTTE-DEPARTMENT�OF_DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ %k-,. ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ` ❑ 22. City of Chico Plumbing permit........................................................................ i' J ❑ 23. California Department of Forestry plan approval ❑paid. Sent by: ............. ❑ 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... `El 30. Worker's Compensation Carrier and Policy Number ........................................... . 31. Owner -Builder Verification ( ✓Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ........................ I........ ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... a ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ r ❑ 38. Other: ❑ 39. Other: When issued Telephone -775. 8 4-B • B 15 1 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: a = ' Date: 12 f/ 17 I'D 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division �oy� OWNER: E ASSESSOR PARCEL NUMBER• df5-4I - `-70 n`d 1 Proposed J Building Use: M I -I • �E�K Counter Technician: Date.: s required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. f 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or•fnd plans, all in duplicatQ. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner q 14. Hazardous Material Form .�, 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ %k-,. ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ` ❑ 22. City of Chico Plumbing permit........................................................................ i' J ❑ 23. California Department of Forestry plan approval ❑paid. Sent by: ............. ❑ 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... `El 30. Worker's Compensation Carrier and Policy Number ........................................... . 31. Owner -Builder Verification ( ✓Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ........................ I........ ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... a ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ r ❑ 38. Other: ❑ 39. Other: When issued Telephone -775. 8 4-B • B 15 1 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: a = ' Date: 12 f/ 17 I'D 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.N.^ E ONLY Piot Plan Attached May Plan Attaat:®d dant to ®.D. Z — TO. Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance `4 121 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other, Hold final for: Final clearance O.K. for: NOTE: (?. . . A,10;�L / . �. on� 1. ... Environmental Health Specialist Date 8/96 O.B. - I OWNER -BUILDER VERIFICATION Attention Property Owner: , An "owner -builder" building peimit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit" will be issued until this verification is received. - 4 I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES,M NO El 0 I HAVE 0 - HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: HONE: CONTRACTOR'S LICENSE NO. 4. I p an to provide .portions of this work, but I have hired'the following person to coordinate, sup ' e, and provide the major work - A. %Z'L&v ork: ..cu. ADD S • CITY: PHONE: CONTRACTOR'S LICENSE NO. S. I willprovid some of the work but I have contracted (hired) the following persons to provide the work indi NAME ADDRESS PHONE TYPE OF WORK SIGNED: , .. PROPERTYOWNER DATE:_ NOTE. This Owner Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Coda This veriy7cadon must be completed and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION Dear Property Owner. 0A An application for a budding permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner builder" you are the responsible party of record on such a permit Building permits are not required to lie signed by property owners unless they are personally performing their own work If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 3300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations; including state and federal income tax withholding, federal social security taxes, wodcers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ 'There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific fi&nnation about your obligations under Federal Law, contract the lntemal Revenue Service (and, ifyou wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the slructvre is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by cont acting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned ly, Mc 1 C. Vi ira, C.B.O. er, Building Inspection NOTE. T itis Owner -Builder kformadon is required by Section 19830 of the California Health and Safety Code. OVER p. Q' 7. z Building Permit Number:.. © = 3 Owner Name:f:�ftft / Dvz n tvle-, Residential'Construction Re uirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U -13-C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) " COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, ° H.V.A.C. equipment and services shall be a,minimum of one foot above the elevation shown on the attached Flood Elevation Certificate.'- A -Post Flood Elevation Certificate will also be required. Note: We will normally accept thefollowing as compliance with the flood elevation requirements: f 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. , Building plate on top, of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located -on opposite or adjacent walls with. a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shallbe no 'higher than 1 foot above grade. 6.. The openings may be screened or.covered with other devices that will permit - automatic entry and exit of floodwater. A` Page 2of 2 Building-Permit Number: 03-3033 Owner Name: Parcel lies within the State Responsibility Area requirements. (SRA). Comply with attached _ } F Fire sprinklers are required in this structure: , The following parcel map requirements shall be met: � 3 = Y All structures and equipment including overhangs shall be clear of all ` easements: , A setback of % feet from the side and feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edgeof the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect., . - • r •. 1. tF- i I I I BUYTE CO. FGRE DE'PT. ALL STRUCTURES AND �OU����E� �� � , �• i � I � j �� CALIF'. DEPT. of FORE0TRY OVERHANGS SHALL. BE CLEAR OF ALL approved as A _ ( I SET BACK OF F7, FROM �`V T�t ,approved ;,6th cc dr� " ns '3b•�'� 'i��iC� i tl J l i i! i �3�i' �; C V f • i ,r air °a ; shoat. �FRQA WE F30�a� CES T��Gz ��� ��r��Lr � i (vI(%%% �1^ C -=—�� C�°� CLEA OF S d RUCTURi S J,', s, � LOWMW:,J�9`; Fj: c+ ^see Daie COR A 2 FT. EAV,E OVERHAj� G. I ! 1 � �a�— t OAK' i ------ C:3 ! .................... 25F2,1� cool M MO�ILC ion► �y oA I I "1— V i I I I fl CDF. ME SAFE REQUIREMENTS fi (?D . • • AP# PERNIIT # N Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will. be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the,Butte County Building Department for compliance. [X] 1272.00 Maintenance.of Defensible Space.' To ensure continued • maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. ' Driveway Standards ; [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and - other appurtenant structures which, supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive ' vehicles. Including sedans:and fire apparatus. weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves of 50-100 feet radius; 2 feet to those -from 100- 200 feet. IN _ 2. The length of vertical curves in roadways exclusive of gutters, -ditches and drainage structures des_ igned to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot,taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of .15 feet along its entire length. Page 1 of 3 AP# PERMIT# NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the . driveway: Where a driveway exceeds 800 feet, turnouts shall be provided .no more than 400 feet apart. a [X] 1273.10- Turnaround. A turnaround shall be provided at.all building sites on driveways over 300 feet in length and shall be within 50 feet of the . building. • 1273.11 ' Gates { IN 1. Gate entrances shall be at least two feet wider than the roadway it serves. IN 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [X] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification ' 1276.01 Setback for Structure Defensible Space -1. All parcels 1 acre and larger shall provide a minimum 30 foot' setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3, 1276.02. Disposal of Vegetation and Fuels. Disposal, including chipping, -burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction • and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 S OWNER -BUILDER VERIFICATIO=-- Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return'this information.at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. :. 1. I personally plan to provide the major labor and materials for construction of the 'proposed property improvement: YES, NO ❑ 2• I'HAVE * - HAVE NOT [] signed an application for building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME ADDRESS: CITY: PHONE: CONTRACTOR'S*LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY• PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted ed the,following • (hired) g persons to provide the work indicated: NAME ADDRESS PHONE _ TYPE OF WORK+ CARR OoJS M N 1Sn%3-lc& b4a4 cm ,xr-i Ro -02%.11 na JD C4 IN$ c� ,+lcCi t SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMB DATE:_ /d%/o 3 NOTE: This Owner -Builder Ver cation is required by Section 19831 and 19832 of the . California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. ' i OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform'their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, s rw � Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER 'Building Permit. Number: Owner Name: Residential Construction Reuirements _ a IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with re6ognized%good practices ` and of a quality prescribed for the specific use in'the 2001 California Building Code (2001 U-B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M,C.) and the,1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor,, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood, Elevation Certificate. A'Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: I. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to,be one foot or more above the 100 -year flood elevation. (Plate height.less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and ' facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite, or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. ' 6. The openings may be screened or'covered with other devices that will permit automatic entry and exit of floodwater. Ik r i Page 2of 2- • Building Permit Number: Owner Name: Parcel lies within the State Responsibility Area (SRA). Comply with attac_ hed requirements. � - _ ' Fire sprinklers are required in this structure. ; Eti= The following parcel map requirements shall be met: .. . ------------- -------------- 5=' All structures and equipment including ove hangs shall be clear of all eas A setback of feet from the side and feet from the rear roe ements. y lines and 2 feet (25 feet if Federal Aid Route) from the edge of the right of ay hall be clear of O . structures and equipment except for a 2 foot overhang• Expansive'soil may be encountered on this site. This condition may.require the j foundation to be designed by a California registered engineer or licensed architect. . r i �,. M.H.L-2 .:.:.:.}.:.::..::::>.................. ti- a ...: .. ...... �� . }' �+i. �........................:.............. C' i 1. Owner's Name:, - 'Robert, A &0j 0P,, , r 5IODL r�� 2. , Assessor's Parcel Number: C) C( 3. Installer's Name: 4. Is the site currently under permit? YesVj No[ ] Permit No: 4 . 5. Is the site an,existing site? Yes[ ] NoV] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome?` soca Amperes. 7: What is the mobRehome site circuit breaker rating? azO Amperes. 8. What is the electrical rating of the mobilehome site? Amperes. ; 9. Is the main service-remote from the mobilehome,site? Yes[A No[ J If it is, what is the rating? . _�2_0- 69 Amperes. ; w 10. Is there any other electric load to be served by the mobilehome site electric service (i.e'. well, garage etc.)? Yes[ ] No[ J If yes,' please identify the load and size: a) ' The mobile home site: Load- _I Amperes- b) The main service: Load.- Amperes- 11. Type of gas service at mobilehome site: Natural[ ] Propane[ ] None[X 12. Size of gas pipe at`the.,mobilehome : site from the meter 'or , tank: 'i. nches. 13. What is the gas pipe length from the meter or tank to th_e.mobil ehome? (ft.). s 14. ' What is the mobilehome gas demand? t,B.T.U. *(This information is, not required if the pipe length is less ,than 6 feet on natural c'as•or less than 50 feet on propane): THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO ' _ PROCESS THIS PERMIT APPLICATION R OTTEE -COUNT AVILDING DEPARTAAE�f May 1995 Q Vs`5 d ` w. ........................................... Tag or Triple ........................................... Line 1 Piers: ;y =Size minimum: x Spacing maximum: ` From ends -maximum: ` 'Line 2 Piers: X Size minimum: W&Tx ]. Spacing maximum: 3 ` From ends -maximum: Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front) - 5 4 0 Line 1 Openings Size minimum: [ ] x [ ]. Each side of openings with width over: I ` Line 4 Piers: Size minimum: [ ] x [ J. Spacing maximum: ` From ends -maximum: ` ® ..64� a May 1995 8.4 a Mbbilehome Manufacturer: Manufacture Year: _2 If.other than single wide, furnish Setup Model Number: j Width: y (ft.) Length: CG (ft.)' Tagalong or Expando Size (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. - FOOTINGS: Wood pressure treated or foundation grade[ ] Other: St)PPORTS: Concrete block[ ] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location MNGLE WIDE MULTI -WIDE !' Line 1 e 1 Line 2 Line 2 `-' Main Beams Line 2 i.1 2 Line I Line 3 Line 2 Main Beams .,, Line 2 ..................................._........................................................-•-I Line 1 ........................................... Tag or Triple ........................................... Line 1 Piers: ;y =Size minimum: x Spacing maximum: ` From ends -maximum: ` 'Line 2 Piers: X Size minimum: W&Tx ]. Spacing maximum: 3 ` From ends -maximum: Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front) - 5 4 0 Line 1 Openings Size minimum: [ ] x [ ]. Each side of openings with width over: I ` Line 4 Piers: Size minimum: [ ] x [ J. Spacing maximum: ` From ends -maximum: ` ® ..64� a May 1995 8.4 a SEP 26 2003 9:58RM HP LRSERJET 3200 owl p.2 LI.LL � L DIN N6 LLa LI la4 t6' i iry SG�J£2 MASTERA � L LLLLL_L- LI „ ny ►�, BEDBtOOM . .L LLL LLLLL71 L ROOM o�T yr r'L" Nr l l ralrr L SECCNQ 1TTCHFAI I7•I'A 17•IP r L BEDROOM L � 10 Iar:Rr 907 SO. FT. GJ•ATVR 28R, I A, FRONT WING ROOM LGI47086 S J=,Zor, QSArl_ r SEP -11-02 09:36 AM C&RPIER M.H. SUPPLIES C1013 b wheeler. 56 Plaza square .5iUj1O orange ca 92666 711 288 L129 voice 266 L126 Pox orclille%&I I gqo 916 373 9997 P.01 UUIJIrtiU V��[r'�1�����D NOILI NE SUPPCT PD—ER PCI Listing Number: 3552-2 Pier Capacity. 6000 lbs (Based on tested ultimate load divided F-1 �33' by 0 factor of safety of 3) I ...Pier Cap, See Sheet 3 Detail 2 for standard Cap and Sheks 4 & 5 for alternate pier caps.: 2. 3/4',Dlameter x 5' ASTM A307 Threaded Rod 3- 3/4' -Dia. ASTM 007 Hex, NLAt, See Sheet 3 Details 1 & 8 For optionat double nut. 4 3/41 x 10 GA. Fiat Washer: welded to I' D.D. x 0,660' x 3/41 ASTM A36 Tube Cottar, and welded to Formed angle tegip, S. L I' x I' ASTM A36 steel 'formed angle legs. See Pier Sc . heclute for gauge of legs. 6 1-2/41 x 13 GA. ASTM A36 steel Plate braces, See'Pler Schedule For height and use OF braces. 7 x 13 GA, ASTM A36 steel See Poge 3 x r - t I ; n se'l'f -t6 s c r w a dr; "I t I for # wood ts each cot-ner-, crew at 9 Labet. Sec Sheet 3 Detail 4, 10 Base WIdth 'B*,- see Pier Schedule. Sheet: 275 S. Rancho Ave. 1 Of Colton, CA 92324 Date: 1-800-443-0481 FAX (909) 872-6439 3 Apra '96 Listed and Approved by, I Preferred Construction Inspections, Inc. 043CUT1.DWG UUIJIrtiU V��[r'�1�����D NOILI NE SUPPCT PD—ER PCI Listing Number: 3552-2 Pier Capacity. 6000 lbs (Based on tested ultimate load divided F-1 �33' by 0 factor of safety of 3) I ...Pier Cap, See Sheet 3 Detail 2 for standard Cap and Sheks 4 & 5 for alternate pier caps.: 2. 3/4',Dlameter x 5' ASTM A307 Threaded Rod 3- 3/4' -Dia. ASTM 007 Hex, NLAt, See Sheet 3 Details 1 & 8 For optionat double nut. 4 3/41 x 10 GA. Fiat Washer: welded to I' D.D. x 0,660' x 3/41 ASTM A36 Tube Cottar, and welded to Formed angle tegip, S. L I' x I' ASTM A36 steel 'formed angle legs. See Pier Sc . heclute for gauge of legs. 6 1-2/41 x 13 GA. ASTM A36 steel Plate braces, See'Pler Schedule For height and use OF braces. 7 x 13 GA, ASTM A36 steel See Poge 3 x r - t I ; n se'l'f -t6 s c r w a dr; "I t I for # wood ts each cot-ner-, crew at 9 Labet. Sec Sheet 3 Detail 4, 10 Base WIdth 'B*,- see Pier Schedule. A 0101 b wheelvr I 58 Plaza square SJI.JCf10 g orange ca 92666 719 2881929 voice arc 1 . I 714 2881,126 pox 13/16' Dio. Hole -t A 1 Manufactured by. Mdo C R Mfg. Listing l Label is applied using .Pier 275 S. Rancho Ave, X13852-2 Rated a neoprene stomp using an alcohol based Uo'' PLAN indelible Ink. C is R 00911 mm. .'' 275 S. Rancho Ave. Colton, CA 92,324 1-800-443-0481 FAX 909 872-6439 Listed and Approved by. Preferred Constructlon Inspections, Inc. 1 112 — 10 GA. Washer TT' PLAN SECTION A—A 3/4" Dia. Optlonol Bottom Nut As Required II � II 1...7-. �` See Note 1/a V� Below 11 CA. Minimum _ 1/4TH C� - -11 - ... -13 - - Optional Bottom Nut NOTE: Weld length for 22' & 24' Stands are ELEVATION full length of leg angle overtop. All others are approx. 1/2 of leg angle overlap. 3 nr 5 Dots 3 Apr. '96 [043CUT3.DWG ing; 3 1/2" . i ELEVATION ®[� k�poOL� C�oObN'MOb scan: 1/2• : ,• ® 4DQRD (D&PD �n / L _ IJS�%v U L�Jur\j 1 Manufactured by. Mdo C R Mfg. Listing l Label is applied using .Pier 275 S. Rancho Ave, X13852-2 Rated a neoprene stomp using an alcohol based Colton, CO 92324 / L _ IJS�%v U L�Jur\j SCALE: 1/2' > ,• Manufactured by. Mdo C R Mfg. Listing l Label is applied using .Pier 275 S. Rancho Ave, X13852-2 Rated a neoprene stomp using an alcohol based Colton, CO 92324 Capacity indelible Ink. _ 6'-36' 6000 SCALE: 1/4' = 1' LoI PLAN LW -Screw Location ^t/4 �- -_ ,..� ,• NOTE, Leg may be i,' flgftened at end to facilitate east of fabrication ELEVATION � fC� SCALL: Nano 0431E r MEMo iIYJ �} - SCALE. 1/2'- 1' e,EP-11-02 09:37 AM C&R PIER M.H. SUPPLIES, 916 373 9697 P.02 56 Plaza square S1Ud10 3, orange co 82666 711 Q88 421 voice 7 J 268112b Cox w PW POER WIG. 275 S. Rancho Ave. Colton, CA 92324 1-800-443-0481 FAX 909 872-6439 Listed and Approved by. Preferred Construction Inspections, Inc. x v �I 1 F et:2 ore: 3 Apr. '96 Rer. Drawing: 043CUT2.OWG I PiFR SCHEDULE---------------� —I I--- --------- -------------------------------- I Nom inQl I Actual i Base I Brace I- Leg I I He,ght I Height I Width I Height I Angle I I H I B I L I l5auge I I' I 6 I 5-1/2 1 7-1/4 1 Not Used i I------- I----------i--------I----------1 I' --------- B I 7-1/2 1/-1/4 1 Not Used I 11 - 1Q I 9-3/2 1 9-1/4 1 Not Used I 11 I ---------I•---------I 11-1/2' 1 y-1/4 1 Not Used 1 11 I ----► i I---------I----------I--------I--------I---------I Q 14 I 13-1/2 1. 9-1/4 1 Not Used 1. 11 I I--------_ I --_---- ~1 I 16 F 15-_1/2 1 9-1/.4 1 Not Used I 11 i I...------- I----------1-=---- I---------- I 18 I 17-i%� 111-1/4 1 Not Used I---11----� I- -- --- I---------- I --=----- I ---------- I--- --- I I ?0 I 19-1/2 1 11-1/4 1 Not Used I 11 I------- _1'_..- ------- I --------- I----------I------f 22 1 21-1/2 f 11-1/4 1 Not Used I .10 1--- - - ---I----------- I --------I---------- ! C4 I 23-1./2 1 1 1-1 /4 1 Not Used 1--1 0---- I 261 25-1/2 1 11-1/4 1 ----------- ----- - I ---------- 1.--: ----- I---------�!! - I --------- ►� �, 28 .. ► ?7-1/� I 11-1/4 I 3QI 29-1%2 1i-1./4 I---14---.I---------I 1----------- I--------- 1 I 11-1/4 I.. I ----- 15 .� --I--------I-----_---- v: 1 34 I 33-1i2 111-1/.4 I 16 '---11----i �. 3t�I-------- I ---------- I --------- 1---- --- 3.9-1/2 17 /4 I 17 I 11 1=-------1----------1---------I. NOTE, All diIons are to Inches MAY -07-2003 01:50 PM C & R PIER MFG. ABESCO 916 373 9897 .. ABESCO ENGIN EER E D COMBINATION TIE --DOWNS MANUFACTURED HOME TIE—DOWN CALCULATIONS A? SCHEDULES . FOR SINGLE/D0VfILEjTRIPLE 1►IDBS DESIGN & GENERAL NOTES P. 01 PAGE 0 * WING ------- 15 P9F *SOIL BEARING---- 1000 PSF *Tit DOWN STRAPS -'3150# WORKING LOAD TIE -DOWN STRAPS MEETS FEDERAL SPECIFICATION 00 -S -781H FOR TYPE 1, CLASS 6. GRADE 1 STRAPPING AND BE AT LEAST 1 114" w .035 ZINC PLATED'. * EARTH AUGERS -------- 296Y TESTED TO 4750 MIN. * CROSS DRIVES -------w 2062 TESTED TO 4750 MIN.3 *CONCRETE SLAB ANCHORS - 1300 (CALCULATED) Rit NF.RAT; N M 1. THE CHARTS SHOWN HEREON ARE THE REQUIRED NUMBER OF TIE -DOWNS ON THE SIDEf, , TH.E MANUFACTURED HOME. 2. TIE -DOWNS ARE REQUIRED AT EACH CHASSIS BEAM, EACH END OF EACH TRANSPORTABLE SECTION OF THE MANUFACTURED. HOME .AND CAN BE ANY OF THE TYPES SHOWN HEREON. 3. COMBINATION$ OF THE DIFFERENT TYPES OF TIE -DOWNS CAN BE USED. 4. IN THE EVENT AN EARTH AUGER CANNOT BE INSTALLED DUE TO AN OBSTRUCTION, USE. OF CROSS DRIVE ANCHORS 16 PERMITTED. PROVIDED THAT (2) CROSS DRIVES ARE INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE INSTALLED. SEE PAGE #3. 3. FOR ALL TIE -DOWN INSTALLATIONS, THE MFG'b. HOME CHASSIS MEMBERS ARE SHOWN AS "I" BEAMS. (FOR ILLUSTRATION PURPOSES ONLY) CHASSIS BEAMS CAN ALSO BE `C" SHAPED OF RFC SHAPED. 6. END TIE -DOWNS CAN 9E LOCATED WITHIN 24" OF EITHER SIDE OF CHASSIS BEAM AXIS AS SHOWN. N CHASSIS BEAM (ONE ENO TIE -DOWN MANDATORY •� AT EACH END OF "I' BEAK) • N 7. THE SIZE$. TYPES, LENGTHS, ETC. OF MATERIALS SHOWN HEREON ARE MINIMUM. LARGER, : LONGER. HEAVIER MATERIALS SUPPLIED BY ABESCO MAY BE USED AT THE SAME SPACING & LOCATIONS SHOWN. 0 �IJ10 ` r,. - or�ror>ro >>� waalo>teswe�I�e�aNr doom r'r>tM ABcsCo M, e► sue 0% sts-w-awl iUL-01 —02 03:03 PPl C&R PIER f•1. H. SUPPLIES 916 373 9897 I SIDE TIE—DOWN END rIE—DOWN \ 03007 LOCK TOP OR 1 �406 PIER OLT-ON TOP�� ! \' #614 Srl. �o STRAPpro i SEE DETAILA it (TYPICAL) TIE -DOWN • " BEAM CHASSIS • v » SEE "I" BEAM CHASSIS NOTE #S, SHT, 1 FOR • TIE --DOWN INFORMATION X1608 STEEL ' STRAP i I Ifs , ti ,—DRILL 9/16" HOLE AT MID HEIGHT OF BEAM, INSTALL 1/2" A307 +_ ~� BOLT- _ "C" BEAM CHASSIS BEAM CHASSIS SEE "I" 9EAM CHASSIS SEE "I" BEAM CHASSIS NOTE #5, SHT. 1 FOR NOTE #5, SHT. t FOR TIE -DOWN INFORMATION TIE -DOWN INFORMATION m SPLIT BOLT 4( Nur GROUND LINE #616 T,D.A. STABILIZER PLATE NOTE: VERTICAL OR ANGULAR INSTALLATION 15 OPTIONAL IN,STA,LLA'fjQL _INSTR.UC;TION, P.0 DETAIL "A" (TYPICAL.) I. INSTALL ANCHORS INTO SOIL APPLYING CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE, UNTILL HEAD IS FLUSH WITH STABILIZER PLATE, ANCHORS SHOULD BE INSTALLED BELOW FROST LINE. 2. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN, 3. INSERT STRAP THROUGH SPLIT DOLT, CUT OFF EXCCSS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. O Uri c ' co -t INSTALL GROUND ANCHOR PLACE STABILIZER PLATE u. INTO GROUND, LEAVING NEXT TO SHAFT BETWEEN INTO TURNING ANCHOR V-12" OF SHAFT EXPOSED..;' ANCHOR AND CHASSIS INTO THE GROUND UNT!: ' q BEAM, AND DRIVE INTO ANCHOR HEAD IS FLUSH GROUND. WITH STABILIZER PLATE. THIS PROVIDES SECURE PROTECTION ACAINSt LATERAL I MOVEMENT. - CONTRACTORS VERIFICATION - �Z+ I CERTIFY THAT IHAVE" INCTAI I Cr1 Tuc .&DC4'a A""OAirso S ti I HAVE MADE NO MODIFICATIONS TO THE ANCHORING SYSTEMOR ATO THE BUILDINGIr_STRUCTURE. ins Rv� i ivn�, COMPANY NAME: --- --------------- CON TRACTORS LIC. # SIGNATURE:___ '1uL--u1-172 03:03 Pp1 C&R PIER M.H. SUPPLIES 916 373 9897 P . �D TIE -off= CROSS DRIVE TI£ -DOWN I, 03007 LOCK TOP OR ^, .• CHASSIS 406 PIER ' ",..'• BOLTON TOP 'I + I SIDE TIE—DOWN A614 STL,��- STRAP t\I #506 �p. STEEL / STRAP 0 608 SPLIT OLT & NUT - #616 STABLIZER PLATE ROSS ANCHO, GROUND LINE -� Y•S INSTALLATION WqTPUCTIONS DETAIL "A" 1. INSTALL CROSS DRIVE ANCHORS INTO SOIL AS SHOWN.TYPICAL CROSS DRIVE 2. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. (WITH STABILIZER PLATE 3. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND' THEN TIGHTEN BOLT UNTIL 5TRAP .15 5NUG, CONTRACTORS ]YARTY_T,UG: CHECK FIRST FOR UNDERGROUND UTILITIES, CROSS DRIVE ANCHORS ARE USED WHERE HARD OR ROCKY SOIL OCCURES. IF THE GROUND SURFACE IS OTHER THAN ROCK OR MINIMUM 2" ASPHALT, INSTALL #616 STABILIZER PLATE, (STABILIZER PLATES MAY BE PREWELDEC TO #507 CROSS DRIVE ANCHOR) OR INSTALL 12%12%12" CONCRETE BLOCK, NOTE: IF A CROSS DRIVE IS USED WHERE AN AUGER COULD BE USED (IN LOAMY TYPE SOIL), THEN TWO CROSS DRIVES MUST 8E INSTALLED PROPERLY IN PLACE OF THE ONE TIE -DOWN. BOTH CROSS DRIVES MUST BE STABILIZED AS SHOWN IN DETAIL"A". SEE PAGE #1, GENERAL NOTE #4.1 �'• m cni sloE TIE—DOWN CONCRETESTI,EO .I.N DOWN �STA�LLATION END TIE—DOWN 7 T _ 406 PIER - - "� � • /�` CHASSIS X804 D�'Y ......._.._. OLT-ON TOP _ • ' �1. CONCRETE MUST SE A MINIMUM OF .3 1 - p -y THICK AND IN GOOD CONDITION. /� {� 2. MINIMUM SLAB AREA OF EACH ANCHOR IS 25 #606 STEEL SQUARE FEET, j I STRAP 3. DRILL PROPER SIZE HOLE IN SLAB, A MINIMUM OF 12" FROM ANY EDGE, STRAP' �\I. 1 Ii; *s4� IYET 1, PLACE CONCRETE ANCHOR INTO WET CONCRETE. 2. ALLOW CONCRETE TO PROPERLY DRY. �QQ ' t , A 7T4/; H STRi1P9 T SHOWN, CNASSIS BEAM Tri itstir�ICP. V 2, INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG, JUL-01-02 03:04 PM i•. i C&R PIER M.H. SUPPLIES 916 373 9897 ABESDO TIE -DOWNS ABE$CO NAME STAMPED IM1 HEADS OF TIE -DOWNS / DRIVE ANCHOR P.04 I t I ♦, � 1 is • #408 PIER BOLT -ON TOP #601 30 Z I S I 4 #3002 LOCK T.D.A. TOP ANCHORS MAX. LENGTH OF MFC'D. HOME * X808 STEEL BY C & R PIER `11 { SIDE TIE—DOWNS STRAP W/BUC .- ANCHORS ,602 48 34' <2' g' SO'P�pi5 / a 5 T.D.A. ® 1 'j #60-1 CONCRETE SLAB ANCHOR W/ #608 SPLIT #SII 5822 SLEEVE #614 STEEL #615 CONCRETE #616 STaB1L1ZER BOLT & NUT ANCHORS (DRY) STRAP W/HOLE SLAB ANCHOR (WET) PLATE SIDE TIE -DOWNS (SEE NOTE BELOW) SIDE TIE -DOWNS (SEE NOTE BELOW) 3 c 3 N r� • SINGLE WIDE I � v z EVENLY SPACED (�' �TRIPLE WIDE ' LENGTH V� AAiES T� � SIDE TIE -DOWNS (SEE NOTE RSLOW) NnTE: SIDE TIE—DOWNS: MUST BE WITHIN 24" OF THE END OF CHASSIS BEAM, END TIE -DOWNS: CAN BE LOCATED WITHIN 2411 OF EITHER SIDE OF CHASSIS BEAM. ONE TIE—DOWN IS MANDATORY AT EACH END OF "I" BEAM. (SEE PACE #I, GENERAL NOTE #6) II t-IUL WALL TIE -DOWN (]ROUND ANCHOR LOCATION IS SUCH THAT THE ANGLE BETWEEN THE GROUND AND STRAP EXCEEDS 60', CONNECT THE TIE STRAP TO THE INSIDE CHASSIS BEAM ON DOUBLE AND, TRIPLE WIDES AND THE OPPOSITE CHASSIS BEAM ON SINGLE WIDES. T t / t t CVENLTI5PACL0 I EVENLT(5PACED :7'� LENGTH VARIES I ,,%,— EARTH AUGERS (Vl'fNCTH OF J6' St' 72' .r) Grliir uu No. or �SIDCuTIC-06WN3I Z I S I 4 CROSS DRIVE ANCHORS MAX. LENGTH OF MFC'D. HOME 36' 34' 72' MINIMUM N0. OF = 3 { SIDE TIE—DOWNS SI.i�B ANCHORS w 34' <2' g' SO'P�pi5 a 5 B «�� '----------'---' l t CD "a ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/pubhcworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone 530) 538-7157 Ext. 2016 Permit Number 103 10 46 % E District APPLICATION 7 75 - 8,13-9tYl I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly ted. 1. Applicant's Name: D L O 1 a. Company Name: 2. Address: 3. Phone: 7 S �`��3-e/S� Law) 4. Assessor's Parcel Number. b - 5. Location of Work to be Done VIA ?&JT7,& RDAD 6. Applicant's Signature 7. Date: —�—' 06 03 CO CTOR'S INFORMATION 8. Contractor's Name A �d Yr�T 9. Address 10. Phone: 11. Fax: 12. Contractor's License Number. 13. Certificate of Insurance: Yes ❑ No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: -TYPE OF WORK TO BE DONE 16. Please Check Curb: ❑ Gutter. Sidewalk: ❑ 17. Driveway (List Type): S _ 3 19 18.Other. �.5�/ To EkTE�c% k�bTfl. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, emussion is hereby ted. 19. Conditions \,9 w J T ry-\ S i� J C.. c_ Z P C, ,-- t O o p? 2 o W Underground Service Alert .S.A. must be notified two worldng days prior to any excavation. 800-227-2600 20.' All work shall conform to accompanying: Detail 4 Plans O Special Conditions 14 21. Date Issued, 3 O3 22. Expiration Date: O 23 Surety: Y Mike Crump, Director of Public Works By: e_c�� I #' Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to one vkek. Page 1 of 2 General Conditions – See Page 2 GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permi is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, dean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any pad of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsibility of such encroachment by the County Department of Public 111►orks. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be dosed to travel by the general public without special permission, in writing, from the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim, 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling andfor paving. a. The relative compaction from the bottom of excavation m a plane five feet (6) below finish surface grades shag be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-C of the Materials and Research department, State of Cardomia, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. c The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shag bear allcosts and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shag be sand, shag be place in 8' lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shag be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shag tie scored, or saw cut before trenching. Minimum depth of coker over a!! underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as dose to the right -of --way line as possible. No portion of the backfill(s) shag be compacted by ponding or jetting.. All pavements, subs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by oras a result of constructionoperations at the construction srte(s), or at other ground(s) occupied by materials and/or equipment, shag be restored immediately upon baddiging or the excavation to the original grades and aoss sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be'replaced within ONE WEEK following the bacldilgng of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2') of asphalt concrete over eight inches (8') of aggregate base, according to current California State Specifications. — - 9.. Whenever necessary to secure permission from abutting property owners. such authority must be secured by the Permittee prior to starting work 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, fights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shag notify contractor as to the special conditions and requirements contained herein. Page 2 of 2 boATION: DATE: perfiL �d EDGE OF EXISTING.�PAVEME' NT j� (EP) FOREMAN: T Yan Isl MIN. DISTANCE- _ --- - ----------- PERMIT#: -- ----------------- -----------SPEED SPEEDLIMIT OF ROADWAY- R ID DRIVEWAY LOCATION: � 'DISTANCE TO NEAREST. INTERSECT ION:� Z SIGHT DISTANCE Lu J 12' MIN. AREA OOD 20' MAX. TO BE 0 POOR PAVED IF POOR - RECOMMENDATION TO IMPROVE: R/w O CUT BANK ' O REMOVE VEGETATION (TEMPORARY) - - O OTHER (EXPLAIN) 10' MIN, ADJACENT TOPO i4. . LAT O CUT SLOPE FT. O FILL SLOPE FT. 4, ❑ CURB. AND* GUTTER K O AC' DIKE NOTE: O EXIST. DIST. TO EP FT. tF GREATER THAN 1 109 UP r OR DOWN. DRAINAGE RECOMMENDATIONS REFER TO ENGINEERING. O NONE a �sw . • ClY ULVERT MAX. 1 FOOT - � VERT. RISE 'OR DROP s MIN. DIST. FT, ..PER 10 FEET HORIZ. DISTANCE . , , MIN.- DEPTH TO FT. EP. . ' DIAMETER mP-Tc..N IN. I I LENGTH FT. EXIST. DIST. MIN_. MPX 10q° DIST.- 0 OTHER (EXPLAIN) I. rI 2% • NOTE: MIN. DEPTH Mqx l09 0 D AT 29 CROSS SLOP OR MATCH EXISTING.. ROADWAY. CROSS SLOPE. N.T.S. - RIVEWAY FIELD REVIEW'. �'� 4 .. e . O.B._ I a y � OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your -name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued, until this verification is received. 1., I personally plan to provide the major labor and materials'for construction of the proposed property improvement: YES'0, NO ❑ - " - - . ' . - 2. 1 HAVE( HAVE NOT, -11 signed an -application for a building g permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4.. I plan to provide portions of this work, but 11' ave hired the following person to coordinate, supervise, and provide the majoi work: NAME: , ADDRESS: CITY: ' PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but•I have contracted (hired) the following persons to provide the work indicated: , NAMEADDRESS PHONE TYPE OF WORK 5�0 8bS- 6RLAnlo CA IAJST•4_L_ Akca ------------- SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE • l%�o NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: O.B.- I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. •1 rely, ,� s Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's. agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate Bws will be implemented to effectively minimize the negative impacts of this. project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BMPs,'the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement'and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By'signing below; I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of. Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources. Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge arid. belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: o _ NPDES & SWPPP Non -Compliance Certification Draft Butte County Stotinwater Plan AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor.' Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTAINED Date I .� PROPERTY OWNERS: State of California ) County of �' ) OnJ u_,L1 tS Z6o-5 before me, '. `Y. FORD, Notary Public _ _ f personally appeared o �-� : c, �:,� �!; �,�-jr� pemenaH.y Wtewn-to-me (or proved to me on the basis of satisf oryevidence) to be the person(s) wh6sk name(s) is/are subscribed to the within instrument and acknowledged to me that -heghe/they executed the same in hisAher/their authorized capacity(ies), and that by hisAmT/theinsignature(s) on the instrument, the persons) or the entity upon behalf of which the person(s) acted,.executed the instrument. WITNESS my hand and official seal ..... Y; FORD COMM. i 1375792 Signature i Seal: NOTARY PUBLIC -WA F RIA COUNTY OF BUTTE /��/ / Q O.RD. 0tldry Public Comm. Expires Oct. 18, 2008 A.P. # �J -! / "� 0 0 AND WHEN RECORDED MAIL TO: Fecorded I KEG FEE 16. !ri?i BUTTE COUNTY BUILDING DIVISION Official Records I COPIES 3.550 7 COUNTY CENTER DRIVE L;ounty Of b- U I i E I I OROVILLE, CA 95965 L;ANDACE J. GRUBBS i _Xec_oraer _ Nt1oLf9HttY DICKSON I. pp Assistant I Karen f . 12:01f`M 06 -Aug -2@03 I Page 1 of 4 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor.' Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTAINED Date I .� PROPERTY OWNERS: State of California ) County of �' ) OnJ u_,L1 tS Z6o-5 before me, '. `Y. FORD, Notary Public _ _ f personally appeared o �-� : c, �:,� �!; �,�-jr� pemenaH.y Wtewn-to-me (or proved to me on the basis of satisf oryevidence) to be the person(s) wh6sk name(s) is/are subscribed to the within instrument and acknowledged to me that -heghe/they executed the same in hisAher/their authorized capacity(ies), and that by hisAmT/theinsignature(s) on the instrument, the persons) or the entity upon behalf of which the person(s) acted,.executed the instrument. WITNESS my hand and official seal ..... Y; FORD COMM. i 1375792 Signature i Seal: NOTARY PUBLIC -WA F RIA COUNTY OF BUTTE /��/ / Q O.RD. 0tldry Public Comm. Expires Oct. 18, 2008 A.P. # �J -! / "� 0 0 1 LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 18,1992, IN BOOK 87 OF MAPS, AT PAGE(S) 86,87 AND 88. EXCEPTING THEREFROM ANY VEINS OR LODES OF QUARTZ, OR OTHER ROCK IN PLACE BEARING GOLD, SILVER, CINNABAR, LEAD, TIN, COPPER OR OTHER VALUABLE DEPOSITS WITHIN THE LAND ABOVE DESCRIBED, WHICH MAY HAVE BEEN DISCOVERED OR KNOWN TO EXIST ON OR PRIOR TO THE 25TH DAY OF SEPTEMBER 1906. ALSO EXCEPTING THEREFROM ALL MINERALS OF WHATSOEVER NATURE LYING UNDER THE SURFACE THEREOF, TOGETHER WITH THE RIGHT TO MINE SAID MINERALS BY MEANS OF TUNNELS UNDER THE SURFACE OF SAID GROUND, TOGETHER WITH THE RIGHT TO SINK ONE AIR SHAFT, AS RESERVED IN GRANT DEED RECORDED MAY 4, 1943, IN BOOK 290, PAGE 356, OFFICIAL RECORDS. THE ABOVE DESCRIBED PARCEL BEING A PORTION OF THAT CERTAIN PATENTED PLACER MINING CLAIM KNOWN AS THE GLENCORA PLACER CLAIM AND RECORDED IN BOOK "G" OF PATENTS, PAGE 172, BUTTE COUNTY RECORDS. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES AS SHOWN ON SAID MAP. if AP NO. 041-470-091 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE SOUTH QUARTER CORNER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., AND THENCE FOLLOWING ALONG THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 6 NORTH 00 35'19" EAST FOR 1316.07 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 6, SAID POINT BEING MARKED BY A 3/4 INCH IRON PIPE TAGGED L.S. 3634; THENCE SOUTH 0'35'19" WEST ALONG SAID NORTH AND SOUTH CENTERLINE FOR 167.77 FEET; THENCE FOLLOWING ALONG THE ARC OF A 150.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHEAST WESTERLY THROUGH A CENTRAL ANGLE OF 90 34'14" FOR AN ARC DISTANCE OF 25.06 FEET TO THE BEGINNING OF A 100.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1160 31'39" FOR AN ARC DISTANCE OF 203.38 FEET TO THE END OF SAID CURVE; THENCE NORTH 1° 14'00" WEST FOR 386.27 FEET TO THE BEGINNING OF A 300.00 FOOT RADIUS CURVE TO THE LEFT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 160 06'25" FOR AN ARC DISTANCE OF 84.34 FEET TO THE END OF SAID CURVE; THENCE NORTH 170 20'25" WEST FOR 95.64 FEET TO THE BEGINNING OF A 300.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 210 21' 17" FOR AN ARC DISTANCE OF 111.81 FEET TO THE END OF SAID CURVE; THENCE NORTH 40 00'52" EAST FOR 453.79 FEET TO THE BEGINNING OF A 420.00 FOOT RADIUS CURVE TO THE LEFT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 260 35'24" FOR AN ARC DISTANCE OF 194.92 FEET TO THE END OF SAID CURVE; THENCE NORTH 220 34'32" WEST FOR 99.18 FEET TO A POINT LOCATED IN THE EAST AND WEST CENTERLINE OF SAID SECTION 6 AND THE TRUE POINT OF BEGINNING FOR THE ROAD CENTERLINE HEREIN DESCRIBED; THENCE FROM THE TRUE POINT OF BEGINNING CONTINUING NORTH 220 34'32" WEST FOR 13.20 FEET TO THE BEGINNING OF A 100.00 FOOT RADIUS CURVE, TO THE LEFT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1420 48'51" FOR AN ARC DISTANCE OF 249.25 FEET TO A POINT LOCATED IN SAID EAST AND WEST CENTERLINE OF SECTION 6, AND THE END OF SAID ROAD CENTERLINE. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 1 AND 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 18,1982, IN BOOK 87 OF MAPS, AT PAGE(S) 86,87 AND 88. PARCEL IV: AN EASEMENT FOR WATER AND WATER PIPE LINE PURPOSES 12 FEET IN WIDTH BEING A PORTION OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 18,1982, IN BOOK 87 OF MAPS, AT PAGE(S) 86,87 AND 88, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE CENTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., AS DELINEATED ON THE PARCEL MAP RECORDED MARCH 18, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 86, 87 AND 88, BEARS SOUTH 89° 41' 35" WEST, 1064.45 FEET ALONG THE NORTHERLY LINE OF PARCEL 1 AS SHOWN ON SAID PARCEL MAP TO THE NORTH WEST CORNER OF PARCEL 1;.THENCE SOUTH 2° 3813311 EAST 378.02 FEET ALONG THE WESTERLY LINE OF PARCEL 1 TO THE CENTERLINE OF PIONEER TRAIL, SAID CENTERLINE BEING THE BOUNDARY COMMON TO PARCELS 1 AND 2; THENCE ALONG SAID CENTERLINE NORTH 87° 18' 17" EAST 87.66 FEET; THENCE ALONG A CURVE TO THE RIGHT 23.77 FEET SAID CURVE HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 60 48'35"; THENCE SOUTH 85° 53'08" EAST 126.26 FEET; THENCE ALONG A CURVE TO THE LEFT 39.79 FEET, SAID CURVE HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 110 24'00" AND THE END OF THIS CURVE BEING THE TRUE POINT OF BEGINNING; THENCE SOUTH 20 49' 50" WEST, 141.10 FEET; THENCE NORTH 600 20' 10" WEST 46.65 FEET, THE LAST TWO COURSES BEING THE CENTERLINE OF THE INTENDED 12 FOOT EASEMENT. PARCEL V: AN EASEMENT FOR MAINTENANCE OF PIPELINE ON THE PROPERTY WEST OF THE FLUME AND WHICH NOW SERVES PARCELS 2 AND 3. FROM THE CENTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., AS DELINEATED ON THE PARCEL MAP RECORDED MARCH 18, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 86,87 AND 88; BEARS SOUTH 89'41'3511 W 742.09 FEET ALONG THE NORTHERLY LINE OF PARCEL 1 SHOWN,ON SAID PARCEL MAP, THENCE SOUTH 20 41'30" WEST 64.27 FEET TO THE TRUE POINT OF BEGINNING; THENCE ALONG THE CENTERLINE OF A 12 FOOT EASEMENT AS FOLLOWS: SOUTH '39° 41' 35" WEST 255.00 FEET; THENCE SOUTH 2° 38'33" EAST 319.47 FEET TO A POINT ON THE SOUTHERLY LINE OF PARCEL 1 AND IS ALSO ON THE CENTERLINE OF THE ROAD EASEMENT KNOWN AS PIONEER TRAIL; THENCE S 87° 18'17" W ALONG THE CENTERLINE OF PIONEER TRAIL TO THE EAST LINE OF PENTZ ROAD. ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530)'538-7157 Ext. 2016 Fax: (530) 538-4356 . Download Forms: www.buttecounty.net/pubhcworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530 538-7157 Ext. 2016 Permit Number 0 District APPLICATION 775- 8113-S/Y1 I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name: 1 a. Company Name:. 2. Address:. 0. 60K 211/ )P -M4,0159 694 3. Phone: 7 s= 8y3-P/Sl cfcc 4. Assessor's Parcel Number. b 5. Location of Work to be Done FNTzZ. ROAD 6. Applicant's Signature 7. Date: $ 06 a3 CO CTOR' S INFORMATION 8. Contractor's Name A �d Yr�T 9. Address 10. Phone: 11. Fax: 12. Contractor's License Number. 13. Certificate of Insurance: Yes ❑ No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent E OF WORK TO BE DONE 16. Please Check Curb: ❑ Gutter: Sidewalk: ❑ 17. Driveway (List Type): _ 3 i (9 Q c �- 18. Other k4g/ T EXTEm% kli6w. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this pem»t form) and special conditions written below, permission is hereby ted. 19. Conditions \9 e, ry,\ � S 6.C,c- 10 lb ca r\} e�Q© eJ C -o Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. RAll work shall conform to accompanying: Detail 4 Plans ❑ Special Conditions � 21. Date Issued 22. Expiration Date: ! O 23 Surety. t/ J r,S Mike Crump, Director of Public Works By' ** Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to one v9ek. Page l of 2 General Conditions — See Page 2 GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any worts under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. Ali work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and dean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, dean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any pad of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment until such time as the Permittee may be relieved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fig or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other pUbllc roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be dosed to travel by the general public without special permission, in writing, from the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsbitity for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any claim of such fiabirrty is made against the County of Butte or any department, official, or employee thereof, the Permittee shat) defend, indemnify, and hold them and each of them harmless for such claim, 8. Ag excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-C of the Materials and Research department, State of Cafrfomia, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane fire feet (51 below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. a The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shag be place in 8" fifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfi l in roadside gutter excavations shag be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shag be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. Ag installations, parallel with roadway, shall be placed as dose to the right -of --way line as possible. No portion of the backfill(s) shag be compacted by ponding or jetting.. Ag pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities Impaired by or as a result of construction. operations at the construction stte(s), or at other grounds) occupied by materials and/or equipment, shag be restored immediately upon backfiring or the excavation to the original grades and cross sections, and to a condition as good as, or better Itm, existed prior to the construction. All surfacing materials of roadways and driveway approaches out or damaged by or as a result of construction operations, shall be'repiaced within ONE WEEK following the backfiring of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2) of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifications. - . - 9.. _ Whenever necessary to secure permission from abutting property owners: such authority must be secured by the Permittee prior to starting worK 10. The future safety and convenience of the travelingpublic shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, rights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shag notify contractor as to the special conditions and requirements contained herein. Page 2 of 2 � f i �.��.\ ` V �� VVNVV �' � \ `_ � �� � � . �� �� � . C� � � c t�- .{�. � � �. • i � �`IIIIIIIIII111111111111111111111111. � t � 21t��3—tb052�e-63 AND WHEN RECORDED MAIL TO: Recorded 1 REC FEE 16.00 BUTTE COUNTY BUILDING DIVISION Official :Records I COPIES 3.50 7 COUNTY CENTER DRIVE Count Of a OROVILLE, CA 95965 w BUTTE.. i CANDACE J. "GRUBBS` 1 Recorder 1 i ROSEMARY DICKSON s Assistant 1 Karen r 12:01PM 06 -Aug -2003 1 Page 1 of 4 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of. the Butte County Code required this acknowledgment to be recorded prior to issuance of a building, .. permit. The property described herein is adjacent to land or included within an area zoned for. agricultural purposes,.' and residents of this property may be subject to inconveniences .or discomfort from the use of"agricultural chemicals; . including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations,. including, but not limited to cultivation, plowing,'spraying, pruning, and harvesting which occasionally generate dust,' smoke, noise, and odor. Butte County has established agricultural purposes and residents.within said zones and on' adjacent property should be prepared,to. accept such inconvenience or discomfort from normal, necessary farm . operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTAINED Date c 1 03 PROPERTY OWNERS: ,. -DEy I SE Y. Lbw�J.i JCs � 'Ro8e(L-T. A. ESOAC- State of California . ) County of 260-7 "before me, • Y. FORD, Wery Public. personally appeared o � o Z u J,�i,tl pet�semrHy- k*6wn-to-me (or proved to me on the basis of satisfactory evidence) o be the person(s) wh6J name(s) is/are subscribed, to the within instrument and acknowledged to me that .he/she/they executed the same in hisflrer/their authorized capacity(ies), and that by hisAmT/their•signature(s) on the instrument, the person(s) or the entity upon_behalf of which ` the person(s) acted, executed,the instrument. WITNESS my hand and official se Y: FORD' • FI@ Signature` Seal:MO AARY � /i �NNICOUNTY OF BUTTE n�ff �[C�` j. ORD, OtBry/ PublicComm. Expires Oct. 18. zoos A.P.#y-!/ ' 16 a� 0/ l LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 18, 1992, IN BOOK 87 OF MAPS, AT PAGE(S) 86,87 AND 88. ' EXCEPTING THEREFROM ANY VEINS OR LODES OF QUARTZ, OR OTHER ROCK IN PLACE BEARING GOLD, SILVER, CINNABAR, LEAD, TIN, COPPER OR OTHER VALUABLE DEPOSITS WITHIN THE LAND ABOVE DESCRIBED, WHICH MAY HAVE BEEN DISCOVERED OR KNOWN TO EXIST ON OR PRIOR TO THE 25TH DAY OF SEPTEMBER 1906. ALSO EXCEPTING THEREFROM ALL MINERALS OF WHATSOEVER NATURE LYING UNDER THE SURFACE THEREOF, TOGETHER WITH THE RIGHT TO MINE SAID MINERALS BY MEANS OF TUNNELS UNDER THE SURFACE OF SAID GROUND, TOGETHER WITH THE RIGHT TO SINK ONE AIR SHAFT, AS RESERVED IN GRANT DEED RECORDED MAY 4,1943, IN BOOK 290, PAGE 356, OFFICIAL RECORDS. THE ABOVE DESCRIBED PARCEL BEING A PORTION OF THAT CERTAIN PATENTED PLACER MINING CLAIM KNOWN AS THE GLENCORA PLACER CLAIM AND RECORDED IN BOOK "G" OF PATENTS, PAGE 172, BUTTE COUNTY RECORDS. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES AS SHOWN ON SAID MAP. AP NO. 041-470-091 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60 FEET IN WIDTH LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE SOUTH QUARTER CORNER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., AND THENCE FOLLOWING ALONG THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 6 NORTH 00 35'19" EAST FOR 1316.07 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 6, SAID POINT BEING MARKED BY A 3/4 INCH IRON PIPE TAGGED L.S. 3634; THENCE SOUTH 0° 35119" WEST ALONG SAID NORTH AND SOUTH CENTERLINE FOR 167.77 FEET; THENCE FOLLOWING ALONG THE ARC OF A 150.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHEAST WESTERLY THROUGH A CENTRAL ANGLE OF 90 34'14" FOR AN ARC DISTANCE OF 25.06 FEET TO THE BEGINNING OF A 100.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1160 31'39" FOR AN ARC DISTANCE OF 203.38 FEET TO THE END OF SAID CURVE; THENCE NORTH 10 14'00" WEST FOR 386.27 FEET TO THE BEGINNING OF A 300.00 FOOT RADIUS CURVE TO THE LEFT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 160 06'25" FOR AN ARC DISTANCE OF 84.34 FEET TO THE END OF SAID CURVE; THENCE NORTH 170 20125" WEST FOR 95.64 FEET TO THE BEGINNING OF A 300.00 FOOT RADIUS CURVE TO THE RIGHT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 210 21' 17" FOR AN ARC DISTANCE OF 111.81 FEET TO THE END OF SAID CURVE; THENCE NORTH 40 00'52" EAST FOR 453.79 FEET TO THE BEGINNING OF A 420.00 FOOT RADIUS CURVE TO THE LEFT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 260 35'24" FOR AN ARC DISTANCE OF 194.92 FEET TO THE END OF SAID CURVE; THENCE NORTH 220 34'32" WEST FOR 99.18 FEET TO A POINT LOCATED IN THE EAST AND WEST CENTERLINE OF SAID SECTION 6 AND THE TRUE POINT OF BEGINNING FOR THE ROAD CENTERLINE HEREIN DESCRIBED; THENCE FROM THE TRUE POINT OF BEGINNING CONTINUING NORTH 220 34'32" WEST FOR 13.20 FEET TO THE BEGINNING OF A 100.00 FOOT RADIUS CURVE, TO THE LEFT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1420 48'51" FOR AN ARC DISTANCE OF 249.25 FEET TO A POINT LOCATED IN SAID EAST AND WEST CENTERLINE OF SECTION 6, AND THE END OF SAID ROAD CENTERLINE. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER PARCELS 1 AND 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 18, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 86,87 AND 88. PARCEL IV: AN EASEMENT FOR WATER AND WATER PIPE LINE PURPOSES 12 FEET IN WIDTH BEING A PORTION OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 18, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 86,87 AND 88, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE CENTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., AS DELINEATED ON THE PARCEL MAP RECORDED MARCH 18, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 86,87 AND 88, BEARS SOUTH 890 41'35" WEST, 1064.45 FEET ALONG THE NORTHERLY LINE OF PARCEL 1 AS SHOWN ON SAID PARCEL MAP TO THE NORTH WEST CORNER OF PARCEL 1; THENCE SOUTH 20 38'33" EAST 378.02 FEET ALONG THE WESTERLY LINE OF PARCEL 1 TO THE CENTERLINE OF PIONEER TRAIL, SAID CENTERLINE'BEING THE BOUNDARY COMMON TO PARCELS 1 AND 2; THENCE ALONG SAID CENTERLINENORTH 870 18' 17" EAST 87.66 FEET; THENCE ALONG A CURVE TO THE RIGHT 23.77 FEET SAID CURVE HAVING A RADIUS OF 200.60 FEET AND A CENTRAL ANGLE OF 60 48'35"; THENCE SOUTH 85° 53'08" EAST 126.26 FEET; THENCE ALONG A CURVE TO THE LEFT 39.79,FEET, SAID CURVE HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 110 24'00" AND THE END OF THIS CURVE BEING THE TRUE POINT OF BEGINNING; THENCE . SOUTH 20 49' 50" WEST,'141.10 FEET; THENCE•NORTH 600 20' 10" WEST 46.65 FEET, THE LAST TWO COURSES BEING THE CENTERLINE OF THE INTENDED 12 FOOT EASEMENT. ` PARCEL V: • AN EASEMENT FOR MAINTENANCE OF PIPELINE ON THE PROPERTY WEST OF THE FLUME AND WHICH NOW SERVES PARCELS 2 AND 3. FROM THE CENTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., AS DELINEATED ON THE PARCEL MAP RECORDED MARCH 18, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 86, 87 AND 88;'BEARS SOUTH 890 41' 35" W 742.09 FEET ALONG THE NORTHERLY LINE OF PARCEL 1 SHOWN ON .SAID PARCEL MAP, THENCE , SOUTH 20 41'30" WEST 64.27 FEET TO THE TRUE POINT OF BEGINNING; THENCE ALONG THE CENTERLINE OF A 12 FOOT EASEMENT AS FOLLOWS: SOUTH 89'41' 35" WEST 255.00 FEET; THENCE SOUTH 20 38'33" EAST 319.47 FEET TO A POINT ON THESOUTHERLYLINE OF PARCEL 1 AND IS ALSO ON THE CENTERLINE OF THE ROAD EASEMENT KNOWN AS PIONEER TRAIL; THENCE S 870 18' 17" W ALONG THE, CENTERLINE OF PIONEER TRAIL TO THE EAST LINE OF PENTZ ROAD. , BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS s SPECIAL INSPECTION REPORT Owner: � P. D/_0�_ �7f� A.P. # -I-�7 !YZ Address: `3 �1 �fl��d/V) 9/, ��;:f/T�CSP �S�(���Date of Inspecti n2 5- Tenant: Inspector Building Location: A41 0 L/OP- Type of Inspection requested: - 1. Housing / / 2. Financing. 13. Change of Occupancy to 4. Other (specify) ve- J� LAWS Present use of bui ding: A. Sanitation Iiousin ` 1. Water closet: 1 2. Lavatory: 3.'. Bathtub or show 4. Kitchen sink: 5. Hot and cold water to fixtures: •6. Heating facilities: 7. Natural light and ventilation: 8. Room and space requirements: 1 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection to sewage disposal: 12< Connection to'water supply: 13. Rubbish and garbage facilities: .14. Comments: B. Structural �y� 1. Piers and footin s: 2. Floor constructio : 3. Wall construction., 4. Ceiling and roof construction: 5. Fireplaces: 6. Comments: C. Electrical l.- Service and gro nd 2. Receptacles: 3. Fusing: 4. Comments: y . a E. F. Plumbing 1. Fixtures Conne �.dand vent d: 2. Gas water 3. Gas heating vents: 4. Comments: Other 1. Maintenance and repair: 2. Fire hazards: 3. Safety hazards: 4. Weather protection:' 5. Underfloor and attic ventilation: 6. Comments: Commercial Buildings L. Roof covering: 2. Distance to property lines: 3. Physically handicapped: _ 4. Restroom floors and walls: 5. Exits: 6. Improvements: 7. Zoning: 8. Comments: G. Field Problems or Violations 1. Problem or violation (give complete description w-vt 2. Whap_gcti n taken (give complete description); 14j 3. What action recommended: A. Information only - file. 770 B. Hold for ten days, then write letter. %% C. Write letter. D. Other: O cr a ad O �+ ;a'— � . m � � o� a s o� pp� L L � � a �.�i «; ; PROPOSED SWAGE SYSTEM PLAN API 041.470.091 PEIVTZ ROAD ROBERT A. BOYLE &DENISE Y. DOWOVIIdG P.O. BOX 3338 INCLINE VILLAGE, NV 89450 775.832.3714 ®ATE: JUNE 2003 a ,� �\ �_ m � ^ + `. ' _ - �^. .. -- ~. � -�� - .� ..� '^ -~ .- ~. . -|~ ' -- .. . t�A 61 m 0-�- Ml M. gym' V �m - �om L�m M m T, L PROPOSED SEWAGE SYSTEM PLAN API 041.470.091 PENTZ ROAD J 7 �) a. J in Q Z O S G �l L if A co " [�T ROBERT A. BOYLE & DENISE Y. DOWNING P.O. BOX 3333 INCLINE VILLAGE, NV 39450 775.332.3714 DATE: JUNE 2003 � lc- / 1268.47 FT N Od 35' 19" ♦ 3 a� N D] N B G • u D � G ROAD EASEMEN VILDII'* SETBACK LV4E 60 1100 ' 490. FT to FT CK 1120 gULLDIPLG 1140 1F�A 1180 1200 %0� dp J 1220 o° \ rn 1240 � Q , 1260 1280 0 1300 a n N 1320 Do Do rvruaE. � Go _ NouSE 4 4 E 1340 P1PE v QG&� PG6E FLUME PIPELINE Lu SP0w ® 1360 `r o 100 FT DIAM R v rn co BUILDIe+G SETBACK LV*- 60 FT jj BUILDI NG SETBACK PEN7Z ROAD ABANppNED gQa FL W1E PENT7 ROAD Lu M o. ch N Do 07 ►I -37� �~BUTTE COUNTY 10 1 BUILDING DIVISI®N �APPROVED N Od 20' 40" E 658.56 ft BUILDING SETBACK PEN7Z ROAD Lu Do w v Do r c%j 00 Z so� � ,l. � s .i' -• � ,,,g„••�,� .ti - s...�}..:�T!.'�... - '� - ,.,y.. - ••:+.� r.y. * ... 1 .. _ _ ,i4 ,�."�''^�.�:. _ i�..�'.a,1•.�`'y.-�'trt''+.S•-'{a .'. •,.. tie"?=.` �{7�+"� r ;. - _-^,r .i'�.�>,, �• - •n aag'r' _ ,;,y - - _ ~' 3 I t •.` s � S � _ � Wit: r�s• _. - .- 1 � .. -• x- UMr--PIPELINE &E F�L �+er APpRO ;ron� Cour d `try T �+ t 1 TY fI 4 t n�ai B U 1 T.- V 0 U 1 �D i j to BUILD14G DIVISION AP _D j ' p 1360 DF D� SN- EU I MEI,'\ -___ 4 100 FTDIAER, -- q MOBILE HOA DF PUMp►•0USF j PROPOSED 1 AGI BUILDING ° I SETBACK LINE 60 F ------ 6 NVIRO VILDING � i� - a .... 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'".?�>bt... - .4; 4 ..�"•8 °`�l :G.. `�• -if!•` - J`- "F, T y �" 1. .• � : s�•�• Ey, g : k� � � - n �. '..: � . _ K.��' ,�. ,� „ y o-.. y..M1i� ._ .-�; _ - "...i,�.,K=?5�.+rx:-.-�oeFssr»ar�•rsw�i'�Yf�.y � . .-.� � f .�. xwxks�f•G�-.a!a,...�:-+-r,.•.w:-,.,�.x�e..•..r,.•rtx �._r...,......-.o-.-.w•..-z-vr. ...;.:.-... .:>r-r•.m.=_,. _ �}. - ?-...-.wo..aKx l+c^r39�F�t�:�+M' y,,, _ .. ^— t— _ w _- .. J. .. .. :. - ... f -V "71 : '_ a_ ,- .. 77 _ a ..777 _ 1. .. 3'-0" n4$ Zt/" -9 _" 2 x 6 ® 16"' CENTER -JOISTS MOBILE HOME- SINGLE WIDE ONE BEDROOM ,66 X 14 0 3'-0" j - l 178 7'-04" 4 40'-5-6" Notes: 1. use 12'x12' pier blocks or equQt om 14')14'x6' Min. FootLng. 2. PLer Blocks set at s' above grade - 3. Pier Bloch posts 4 x 4 Redwood or Pressure Treated. 4. Railing sasteru: weUerhaeuser ChoLoaxle or equaL. 5. Three (s) statr 2,x 12 #2DF stringers per statrwad at Less thaw 48' oc. 6. staLrwaU landings 6' stab with stringer hangem-5 . Salusttrs to be spaced with Less thaw 4 twch opening. 8. neclz to grade height varies 9. sletrtLng of Declz and Mobile not shown:, not structural. r. N • N p BUTTE.COUNTY BUILDING DIVISION APPROVED • i' j I�.. — —7 '' DECKS. FOR MOBILEHOME _ .i 4124 PENTZ ROAD, PARADISE :API 041-470-091 _ .. ... .. 4 "t :..��n- ... - .... ,.. A i . `¢. - r .; r• .,!r.r .,X_ .. ..- • .. ..e.'a : "'•r '.i L. may. �, �„ r' ir. iA' .- �y a �, _ : m_ .....» : @ ,.: M• .i $' .3:..7 '+t .. M M�,�. }•-7� ��i� z � - . _, .1!4 .X. "K .'S.i • 7 . t I '•� j=' - �'.:..• f•� TE:: OE .1..20W '&. t . : SCM:! .��- '" � s.. .. �� ` ,..... .,x��+vw.�• - �,. ' .7,• ,, . , �, ; .s, .s y Y^i'•"*.� ra ' �` . .r.- .. - � � k ».. x�.. - f r�•.�..' ; ` »�. ,: .. .- . � �s ..u� ,:. - +4,,« s ; � ,fir.: a4. ;he14� -. w h• '-nom •S*. ..y t .. �"i^S', faf: ROb�lt /� BOylt Yed : Dw*Tft{ � � 630.>ST1A015 ti� ;v ,R, s•t -r�� w +•+p,�" ...... a. . - , . — , . _ ..ter -. ._ .< ._ ... . _. � .. . . . :. ... ,. ....�. • �. .. ., .,naygs,,i.- -- - .+. aJ� .+h:,?:+1si.«• yr..- .., ... w .. �-,... —� .ter. -�.. d �-.w-.. "_-fit.- s w ...... -.. ,-.. ..., w++�niilistq-}neYlrwr.._ - ... .. �•... -. - rw..�r�+.+ra,f+�+-:... �.�w��.w w+. a. �... .. .. r � - .. .. _, _ ... mar... .. �.�., �- - ... r-.. .n -r.. w....*+.r.+-.. r �,. - - - 9 PROPOSED SEWAGE SYSTEM PLAN -API 041.470.091 PENTZ ROAD � ROBERT A. BOYLE & DENISE Y. DOWNING P.O. BOX 3338 INCLINE VILLAGE, NV 89450 775,832.3714 ®ATE: JUNE 2003 I v Z O PC'*-. N 89d 41' 35" E 1022.70 ft Qa C 83.88 ft M P� Ln S O m $ ® r C ® m . v H mrd H � Z m w W O $ m O• v o CO 3 N B 0 g 37.8ft N 89d 24' 48" E F FMF r19p6o 6�6 238.82 ft r. �// M / A (31 ZZA `O 41 a o F o I t --- � - I .111 1 1' 636.00 ft N 89d 29'03" E Z o a N O O T O• 9 O rn i m s Z 8 m �^ o ^� a � Q A g PC'*-. N 89d 41' 35" E 1022.70 ft Qa C 83.88 ft M P� Ln S O m $ ® r C ® m . v H mrd H � Z m w W O $ m O• v o CO 3 N B 0 g 37.8ft N 89d 24' 48" E F FMF r19p6o 6�6 238.82 ft r. �// M / A (31 ZZA `O 41 a o F o I t --- � - I .111 1 1' 636.00 ft N 89d 29'03" E Z o a N O O T O• 9 O rn i U z 0 NO CY) T-4 U— 0 Q UNC ffin 9 a I. 39-0" n9 —n 2 x 6 ® 16" CENTER"JOISTS MOBILE HOME- SINGLE WIDE ONE BEDROOM 66 X 14, _ 4 40'-5;X6" �. ) N I I N cD Notes: 1. I,(U 12'X12' pier blocks or CquAl ow 14'Xl4'X6' ME -P, Footlwg. 2. PurSlocks set at 8' above grade 3. Pier Slack posts 4 X 4 Redwood or Pressure rreatcd. 4. RalUwg sastfm: WdUerhaeuser ehoieeDelz or equal. s. three (3) stair 2 x 12 #2DF Strlwgers Per stalrwaU at less thaw 48' oc. 6. stalrwau lawdlwgs 6'slab with Str voerhawgers. 7. Balusters to be spaced with less thaw 4 Gnah opew%wg. 2. Dec►ztoeradehelghtvar(ts 9. sktrtL" of Deck awd MobUt wot showw, mot structural. " - Ctf3 En MOBILE-HOMEzi 4124•PENTZ:ROAD;=PARADISES API 041-470-091 r - •4 - -- _ v . - 4Y^��7•}'w, `"�sy •CY' �''�'7 `E.]-'j'n';�.trf'"y`S- + •..*t.;. : 5 s. 'F,T ".tt.•� . sr.H?F,':_�•.. 4 e., M ha+'}-.x.q. :'.Ywv��y+. . „�s(Y'�_ i'%S%.�1.•v"l.h^" .�x8 • '1 0 .'.#�'"E.��'miit�' ,;-..•, -• T• , -a��+�t'W�rji'..��ritfi."F �,.{: �ry, --..- . r,ri.. ~•4 ,y.Sa�,t� '`y�, `'Of •'-.Yw�Y.?•, - - irw. ,' `'*YL . ." �,l' - _ td?yir.J-•mss��"a"- .+^.... r-..-. '�W!/-�.�- ,- - :s�-.,lRra'�.•yl�ti.:•.in- ..`...sixy"Y%JE,A`,c..;A'k:'3��:G-"u`r.2:-F.•{''�ti,' i'•+yy... ',}-'�L;'` mi��m�-i'.yy.]q DAM. CE' _ u'.� �3{(j \v...'.x� �+'ay.�'y.Kb,1.�}F.-,. TJ•:••�'f ... - :.- �Sr � ♦ Yi,f�' fi�d.';-fit +� tx,rC. �.a.+N�-uY`.. .- .- - . • • .. - --. ;-. - e "-;.t+,s . �' � _, a •.,..:'>«.. '-? '*,�. :r�' s�'v��'si..^. " : ^ . ,.. -. _ _ . ... h rc. : h.a -t�; , -. #-•.x,n3K�' s,.� ,,t _. ti:. t•.. •'.,,,.. ...'� s...- � �' . �,. 'S . - ,, xwyr � 1.. 4 �.•:•+ Fi.. Sn.- �" ' , 'w.. _y y �,. . � . � '� ,. �t sY ��m, yy v. � .. . ' "� : � -t . �; L `ra � �+j .r--�c. - - •... �'. v ::>„ ^}:.:^ `'S . ys. ^ - y - r w.....-15=< „.. ":i. xv.� :: 't�, syL c . - •+fs,�..r-f'+,..:iTf'' ,. A tor. �RabMtA BoyM and Oenbe:Y. D� �+ .6i0./T1A015 "`� --�-�. , a". ---x•.7+-''Cfi, �^•`. ...+� 5�;M�.. n4. s7. .�.:dEi. ^ r.l^•"^—: f ,l .+ •,,.a`k , x :s i t. -- XV .; Sii( T :1�r_ .. ..` , ��'e`''J� ''� •v• ,. ,!i" .. :, w - ._.,�,. •.. . �. -...'* . H, .-iSK._,,.g.=S�^4,?s_. ft..: ..{.,'+?.�. �a r•o-r :.-N.. .r, eTcst. Y..:tl�- _ - .+i ��'�'1 '`� .. >'�.',5.� - ''hyE. `."-.-,-+^,r' _ .•..'+, ,:7 ��! :�• ±.s.. t t'3... - .•"�'. . ;>..� ,. ... _.. ow.f..,-.r:.•r...-. - - ,.,,� ....�... ...+-- - ..w+....,.�.>.�.� —� ,. w . .p........,,,.".4,.p:�y.,iN•,.s1f+wr,..,+•,,�. m «^ w.•kiv?tIN+.T-.+.r ..,++.+.�+..a...�1.�'^^wy...n'iw+..--•i�v.+� '-�+.�Ns-. .,• •... .. - .. ...,r-.. .. .. �... .. .. .. m nc. . �. y ". :Y M '•T. h.. .. ...-.....' ---�- �...� _ ..� .... .�....�ww•..a+•.wv.-..v. �.r... _.. � . .ww..•..-...,,-� . .� Power Feed is from Pump House Underground, Sch 40 PVC pipe 2/0 Wire approx -100ft. y"y,P k, Robert A. -Boyle Metal Shop 4124 Pentz Road Paradise Calif El.ecit ri.caI Wiring Plan June, 15, 2005 ASI 041.470.091 PEIVTZ ROAD ROBERT A. FOYLE & DENISE Y. DOWNING P.O. BOX 333816dGLINE VILLAGE, NV 89450 775.832:3714 DATE: JUNE 2003 PLAN PROPOSED SEWAGESYSTEM- ASI 041.470.091 PEIVTZ ROAD ROBERT A. FOYLE & DENISE Y. DOWNING P.O. BOX 333816dGLINE VILLAGE, NV 89450 775.832:3714 DATE: JUNE 2003