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040-140-083
s r NOES` RESIDENTIAL 040-140-083 04-1596 x PERMIT NO. — SCHULTZ, .CHARLENE 35g5 ESQUON RD, DURHAM 0,A6 D4 Cont: BCM CONSTRUCTION ? AG BUILDING (amp Z qe) bol SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER /Jo ftwwlry xg, 4 t W13 FINALED (Date) Signature J=01r" 0 = Not OK . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch Card B-1 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) Zoning Requirements -Setbacks -Easements 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 2. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG Cel' 7. Well Clearance & Disconnect 9. 8. Utility Clearance Gas; MH Test -Demand -Valve Shthg-Roofing 5. Electricity; MH Test Date 6. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 8. 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line 1. 3. Gas; MH Test -Demand -Valve -Connector License Decals 4. Electricity; MH Test -Crossovers -Breakers -Clearances 11. 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval Card B-1 Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Card B-1 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 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 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 4. 1. Zoning Requirements -Setbacks -Easements 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 2. Footings; Size -Spacing -Marriage Line orts; Windows -Doors Cel' 3. Blocking 9. Si ' . g; Nailing -Veneer -Stucco -Mesh 4. Gas; MH Test -Demand -Valve Shthg-Roofing 5. Electricity; MH Test 12. 6. Water; MH Test 7. Water and Sewer Connected 2 Card B-1 Date Card B-1 8. Gas and Electricity. Tagged Card B-1 . Date Card B-1 Date 9. Exits 1. Setbacks -Easements 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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 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 DECK, gOVERS, CARPORTS, GARAGES (Plans) OK except #'s ing Requirements -Setbacks -Easements 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. orts; Windows -Doors Cel' E . rmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Si ' . g; Nailing -Veneer -Stucco -Mesh J.PeORoof; Shthg-Roofing Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date_ 2 Card B-1 Date Card B-1 Date , p 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-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 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 i 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- Bloc kouts-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 Date 16. Insulation 47. Hangers -Post Caps -Anchors -Connectors Date 48. Card B-1 Date Card B-1 Date 49. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 17. Water Htr.; Vent -Access -Combustion Air Baffle Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 18. Water Pipe; Test & Anchor -Nail Protection Garage Fire Protection Framing -RC Channel 19. D.W.V.; Test Fittings & Anchor -Nail Protection Property Line Firewall & Openings 20. Shower Pan; Test, First Floor -Tub Access Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 21. Test Tub & Shower, Second Floor -Tub Access Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 22. Gas Pipe; Sixe & Anchors Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 23. Fire Sprinkler; Test Siding -Nailing Veneer 58. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 61. 24. Fixture & Transformer Clearance -Ins. Protection 62. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 63. Infiltration -Walls -Windows 26. Size Boxes & No. of Conductors Stapled Card B-1 Date Card�4 27. Romex Installed Close to Edge of Studs & C.J. Card B-1 Date Card B-1 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 68. 33. Equip. Clearances Panels-Motors-Mech. Equip. 69. 34. Clothes Closet Light -Shower Light -Spa Light 70. 35. Smoke Detector 71. Fireplace or Stove, Clearance -Hearth Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date 80. Card B-1 Date Card B-1 Date 81. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 41. Sills Proper Materials & Anchors Clearance Looked under Floor 0 Yes 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters O Yes 0 No 43. Bearing Walls over Girders & Floor Nailing Stucco Brown -Finish 44. Draft Stop in Walls (rat proof) A.C. Unit Disconnect, Electrical -Plumbing 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 46. Headers & Beams -Size & Bearino 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�4 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.1.)-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 0 Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters O 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: r U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building E SCHULTZ A2. Building Street Address (including, Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number Esgquon Road City Durham State CA ZIP Code 95938 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, -Legal Description, etc.) ---AM.:-0-4J0.7-L40.7-0-83. A4. Building Use (e.g.. Residential, Non -Residential, Addition, Accessory, etc.) Non Residential A5. Latitudellongitude: Lat. 39deL 37min. 51 SeC Long- _1,21de-45 min__52S_@C Horizontal Datum: ❑ NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) n/a sq ft a) Square footage of attached garage n/a sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent graden/a walls within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A8.b Wi sq in c) Total net area of flood openings in A9.b n� sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1, NFIP Community Name & Community Number B2. County Name B3. State Butte County Unincorporated 060017 Butte TCA _ B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 06007CO520 C. Date Effective/Revised Date Zone(s) AO, use base flood depth) Top of the next higher floor I 04-20-00 i 06-08-98 AE 147.9 B10. B11. 612, Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) indicate elevation datum used for BFE in Item 89: YJ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ❑ Yes &] No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.8 -g below according to the building diagram specified in Item A7. Benchmark Utilized RM 58 Vertical Datum,_�[�VD�9 Conversion/Comments N/A SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifier's Narne Lambert O. Lowe -� _ License Number 59077 , Civil EnLyineer Company Nam NorthStar Eneineerin2 A d ess City Chico StateCA ZIP code 95926 �1 Mission Rangh Blvd suite 100 - FEMA Form 81-31, February 2006 3-20-06 . Julup"11v 530-893-1600 See reverse side for continuation. QQ,pFESS 0`PLACAt Q SEAL d EKP 6/30/07 $ Jlq� CfVN. �P F �F CA11�© Replaces all previous editions Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 151.0 bdfeet ❑ meters (Puerto Rico only) b:) Top of the next higher floor _ma-._❑ feet❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal strrictural member (V Zones only) a _❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) Iyd -- E] feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building n/a ._❑ feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 15Q.1 JN feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 1 50.7_I feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Certifier's Narne Lambert O. Lowe -� _ License Number 59077 , Civil EnLyineer Company Nam NorthStar Eneineerin2 A d ess City Chico StateCA ZIP code 95926 �1 Mission Rangh Blvd suite 100 - FEMA Form 81-31, February 2006 3-20-06 . Julup"11v 530-893-1600 See reverse side for continuation. QQ,pFESS 0`PLACAt Q SEAL d EKP 6/30/07 $ Jlq� CfVN. �P F �F CA11�© Replaces all previous editions W IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: 1 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number City Durham State CA ZIP Code I Company NAIL Number 95938 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. CommentsTBM: 3/8" Rebar northwesterlv of house. Elev. =147.45 _C3e.)There-is no machinery attached to this building. Buildin is built on fill. Signature /}� Date lJ ,Y 117 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B. and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. to Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet Elmeters 1:1above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _ __ ❑ feet ❑ meters ❑ above or ❑ below the LAG E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see Me 8 of Instructions), the next higher floor `C v♦£7tivi. v�..ii ,�1 uE: u�i�I 01 U: tat:ki W—11J 1. _ J iCrC i._..1 ii.c is.J �j iaJG w. JI L� ii(;ivtiv ,rt. i a<iu. E3. Attached garage (top of slab) is ,,,— ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ ❑ feet ❑ meters n above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, 6, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Constriction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: —_.— ❑ feet ❑ meters (PR) Datum, G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name . Telephone Signature — Date Comments ❑ Check here if attachments FEMA Form 81-31. February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.I Policy Number Esquon Road City Durham State CA ZIP Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Side- South side and front -east side (3-17-06) HOLDREGE & KULL 91 CONSULTING ENGINEERS • GEOLOGISTS Struchll'al ,Itf-A Fit-ld Rimnnrt Project #: Task #: Project Name: Roof, 1 @ A,B,C Date: DFR #: 2596-03 00 8985 Esquon Road Roof, 3@ A,B,C 10-11-05 001 Project Engineer: H&K Rep: Project Location: Day of Week: Weather: CRK Jake Phillips 8985 Es uon Road, Durham, Ca. Tuesday Clear Client: Clients Representative: Charlene Schultz Tess Cagle General Contractor: General Contractors Representative: Gilmore Construction Rick Specialty Contractor: Specialty Contractors Representative: Plans / Specifications (name, date, by): DSA/ )SHPD Varco/Pruden versiion 4.5d N/A Project Briefing (name, date): -John Atkinson;,49 19-95 - --- ----- --- -- - Previously Reported (report #, date, by): no Non -Conformance Notices: Field Memos: None What in particular should be observed, checked, or tested during the next visit? none Field Welding Elyes ®no High Strength Bolting ®yes Ono a—_---..---- ..�.•• ��...r•••••••• ..,.����y anc a,ay, any Niuuicnia CIO u tncn Surutions): 09:00 JLP onsite at the request of Rick with Gilmore Construction, to observe the A325 high strength bolted connections for the steel frame. The contractor was contacted at the site and he provided a brief description of the sites activities. The structure was erected, bolts installed and tensioned to the "snug tight" condition. Three A-325 bolts were tested in the Skidmore Whilhelm to determine the minimum torque necessary to develop the required tension in the A325 bolts. The bolts previously installed and tensioned were observed and tested. The high strength bolted connections observed appeared to be completed per the plans and AISC. Winh Ctrnnn+h 0n46%n Location Deficiencies/ Deficiencies (level, grid) Status corrected es or no Non Destructive Test Marked Complete per: (Shop Drawings or Structural Drawings) Roof, 1 @ A,B,C N/A Manufacturers drawings Roof, 2@ A,B,C N/A Manufacturers drawin s Roof, 3@ A,B,C N/A Manufacturers drawings Qfa�}IRn riCri/.innninc• A1C — w4 n .. .:.. a.. \IT — Non Destructive Bolting Test Type: TT = torque testing v Pieces not listed as complete remain in progress and /or on hold as of this report. TO THE BUILDING OF ICIA�, E RDING SPECIAL INSPECTION I hereby certify that th note n esd e work at the above address which required periodic and/or continuous inspection, and which I was employed to inspect, inspected and, in my nion, d t tri1'o y knowledge, comply with the provisions of the approved plans and specifications, except as noted. Note: The terms "in, or "inspection"or "ins or" 8 Kull mean observation arid monitoring, and do not mean the right to control the contractor's work. 0 r `'`i Page 1 of 1 .S =COUNTY OF BUTTE- ` BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE S C H �* OWNER ''- PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is have an you completed. If p y y questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. rJ 9 Date _2 3 r O Co Inspector —` �—,�' / H ✓�hI.TC REV 4/05 Phone # �uCl Z Z FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netkdds PERMIT NO. BP041596 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under revisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/24/2004 APN: 040-140-083-000 he Business and Professions Code, and my license is in full force and le, icense Class: License Number: Site Address: 8985 ESQUON RD DUR r/ Date:a-Z`1'0yContractor.. �56rn6Ur1S-Aruti1,°'-i Map Index: Description: 30 X 60 AG BLDG IN FLOOD ZONE OWNER -BUILDER DECLARATION 1 hereby affirm under penally 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: SCHULTZ, CHARLENE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 9693 N STREET signed statement that he or she is licensed pursuant to the provisions of LIVE OAK, CA the Contractor's State License Law (Chapter 9 commencing with Section 95953 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 530-695-8765 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).): O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: SCHULTZ, CHARLENE 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.). 2990 HIGHWAY 32 STE#100 ❑ lam Exempt under Article 3 of the Business and Professions Code CHICO, CA 95973 Date: Owner: (530) 342-1722 License #: 737157 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: O 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 the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: arier: Total Square Ft: 1800 S.F. 1 ..Z olicy #:` l� f%� Valuation: $48,600.00 ❑ I certify that in the performance of the work for which this permit is Census Code: issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of Coria, workers' 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 unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This perm is hereby issued under the applicable provisions of the Butte County C o en rV r I hereby affirm that there is a construction lending agency for the is issued (Sec 3097 Civ.)B Resoluti do work indicate abov w ' h fees have been paid. performance of the work for which this permit Date: Name: PERMIT EXPIRES ON: Address: ate ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ 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 cored, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any offi ial form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. =GVCJ`I Signature: int Name: `� . ate: e� -Z-� .❑ Owner Contractor 0 Agent for Owner 0 Agent for Contractor rW/ N&O's (P- Co C7 (aSt''�CTI OEU LlaT RCA -0y S 40-140-.:,82 _ PERMIT NO. "., 05-0605 — SCHULTZ, C IAI;LENE 8985 ESQUUiv RD, DLJRHAM _ CONT: C & S [31_I1;::S L' T W • J� S EC CONDITIONS CHECKED BY SRA ►� FLOOD CERTIFICATE•REQ. FIRE SPRINKLERS REQ. r SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER DETACH FOR SERVING UTILITY *Address X35° &qL/ -,ti R • qi.0 {` _GAS s. �-Meter By Date i, ".ELECTRIC 1 9� s V Meter- By Date / 5 - JOB FINALED (Date) r� Y - i = Signature �� J=OK 0 = Not OK . = No ReadyApplicable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch . 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Roof; Shthg-Roofing 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 12. 7. Well Clearance & Disconnect Light Niche 8. Utility Clearance 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 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. Verify #'s with Office 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-Con nectors 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-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 -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 exceDt #'s 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 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped gjlrW.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. LIE Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 1Q,iVGater Pipe; Test -Anchors -Regulator -Service Test 16. Insulation Date Z d- Card B-1 Date Card B-1 Date ' Card B-1 Date Card B-1 Date PL ING (Permit) OK except #'s er Htr.; Vent -Access -Combustion Air Baffle 18.ydafer Pipe; Test & Anchor -Nail Protection 4. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. TSseTub & Shower, Second Floor -Tub Access 2Z. -Gas Pi e; Sixe & Anchors OWcE r g -TESL o oK- 23. Fire Sprinkler; Test It -13 -os t* -6 5 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELkCTRICAL (Permit) OK except #'s 24 xture & Transformer Clearance -Ins. Protection 2 ec. Receptacles Spacing -Lights & Switches at Doors 6. ySize Boxes & No. of Conductors Stapled mex Installed Close to Edge of Studs & C.J. 2 . quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 . Appliance Circuits in Kitchen & Conductor Size GFI 0.Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. ui . Clearances Panels-Motors-Mech. Equip. 4. thes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC 4WANICAL (Permit) OK except #'s 6. .C. Ducts Insulation & Support t Fan, Exhaust above insulation C densate Drain & Overflow, Size & Grade mace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 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 F5,�MING (Permit) OK except #'s 4j,,,6ills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound .Bearing Walls over Girders & Floor Nailing 4/Draft Stop in Walls (rat proof) 4 Zre Stops, Furred Ceilings -Stairs -Chasers -Tubs 46 Headers & Beams -Size & Bearing Date FR ING (Continued) angers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 42eo,rireplace Ties or Type A Flue -Fireplace Throat Clearance O._,Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Mrm. Windows or Exiting Doors -Sill Ht. & Dimensions Fire Protection Fram Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. PI ood on Roof Overhang -Attic Vents -Rafter Outriggers 57. idino-Nailina Veneer Access Area -Glass Protection -Skylights -Plastic 81. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration- W -Windows Date) - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FI (Plans) OK except #'s xt. Steps -Door & Sidelight Protection -Landings .Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - n Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting GK.,0,Fl. & Bath Fixtures & Tub Access -Spa W. ec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. fd'ec. Outlets at Wood Panel, Int. & Ext. .�,iit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure /A.C. Duct in Garage -Damper 767. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. An Garage; Above Floor-Mech. Protection Plb.; Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. sulation-Foam-Looked in Attic uard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Followin In Id./Drive 0 Yes 0 NoMalks O Yes O No/Planters 0 Yes O No (arc -(y L7C'184.�Stuc rown-Finish W.C. Unit Disconnect, Electrical -Plumbing 8 Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground .Xentilation Throughout House lass Protection Corrections from Previous Inspections 2. Gas Test Meters Tagged, Gas -Electric 93. ^ter & Sewer Connected -C/O to Grade -HD royal . �hergy Compliance Certificate-Otherificates Address Posted 96. Fire Sprinkler Date -Z-&.(, Card 13-1 rM Date Card B-1 Date 9 3 -6-(,Card B-1 �-�O - Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: L `.0 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name CHARLENE SCHULTZ ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION OMB No. 1660-0008 Exoires February 28. 2009 For insurance Company Use: Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number Esauon Road City Durham State CA ZIP Code 95938 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN _0_40=L49,0.8.3 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) . Residential .% A5. Latitude/Longitude: Lat. 39 deft 37 min 51 SeCLong. _J2Lde9A5_m11L56 S-eC Horizontal Datum: ❑ NAD 1927] NAD 1983 A6. Attach at -least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 3 A8. For a building with a crawl space or enclosure(s), provide: 676 +�- A9. For a building with air attached garage, provide: a) Square footage of crawl space or enclosure(s) sq ft a) Square footage of attached garage 480+1- sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the atta�hed garage enclosure(s) walls within 1.0 foot above adjacent grade 1 walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 432 sq in c) Total net area of flood openings in A9.b 0 _ sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP Community Name & Community Number -B2. Name __TB3. State Butte Coutny Unincorporated 060017 1 Butte CA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7- FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 06007CO520 CDate I I Effective/Revised Date Zone(s) AO, use base flood depth) 15u:__® feet ❑ meters (Puerto Rico only) 04-20-00 06-08-98 AE 147.9 810. 1311. 612. Indicate the source of the Base Flood, Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Prefile ® FIRM ❑ Community Determined F]Other (Describe) Indicate elevation datum used for BFE in Item 89: X1 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ❑ Yes 2) No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -- Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, AR'AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized RM 58 Vertical Dalum.___N_aV_D.29 Conversion/Comments SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information, f certify that: the information on this Certificate represents my best efforts to interpret the data available. f understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, section 1001, Q�OFESS ❑ Check here if comments are provided on back of form. ko �L%'I 0 f PLACE -- - C a Certifier's Name Lambert 0. Lowe License Number 59077 w -JCS Title Civil Enaineer Company NarnNorthStar Enaineerine d EXP 30 07 Address City State ZIP Code �l zl(o(,a 111 Mission Ranch B�lvd.suite 100 Chico CA 95926 sr Signature vJ ---/j Date 3-20-06 Telephone 530-893-1600 C FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 150.3 feet ❑ meters (Puerto Rico only) b) Top of the next higher floor CCC®777 .--I 51,.3 - feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal stMG tura) member (V Zones only) - /a _ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 15u:__® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 151.4 JN feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) ' 0 Lowest adjacent (finished) grade (LAG) 150:3 IN feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 1 Sn .7 _W feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information, f certify that: the information on this Certificate represents my best efforts to interpret the data available. f understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, section 1001, Q�OFESS ❑ Check here if comments are provided on back of form. ko �L%'I 0 f PLACE -- - C a Certifier's Name Lambert 0. Lowe License Number 59077 w -JCS Title Civil Enaineer Company NarnNorthStar Enaineerine d EXP 30 07 Address City State ZIP Code �l zl(o(,a 111 Mission Ranch B�lvd.suite 100 Chico CA 95926 sr Signature vJ ---/j Date 3-20-06 Telephone 530-893-1600 C FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions ri IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number City Durham State CA ZIP Code Company NAIC Number 95938 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. commentsTBM: 3/8" Rebar northwesterly of house. Elev. =147.45 C3e.) Duct work is the lowest machinery. Note: Part of the house is a raised foundation and the other part of the house is slab on grade C2a is tlWgropnd under the raispd foundation and C2b is the finish grade of the stab. Buildingis built on fill Signature 6� Date y( / 2, / � / l'9 ❑ Check here if attachments SECTION E - BUILDING ELEVATIOh INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only. enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space. or enclosure) is _ [ ] feet ❑ meters ❑ above or ❑ below the LAG. E2, For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see We 8 of Instructions), the next higher floor (Uicti<3ti0ri ",_.:� i+i tae 'id 3ipiiiCi) of Lf�L a�i�lu'iay Is . _ 1� fec9t � fiicaeF;> L� 7.ibUv4 :if t_ aUivu✓ ttiL riAs. E3. Attached garage (top of slab) is _ ❑ feet. ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E- are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E) and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number y —� — G5. Date Permit Issued G6. Date Certificate Of CompliancelOccupancy Issued G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone u� �'— Signature �— Date Comments ____�_.__ __—__ ❑ Check here if attachments FEMA Form 81-31. February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Esquon Road i -or insurance company Policy Number City Durham - State CA ZIP CodeI CompanyNAICNumber 95938 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Rig Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Pag following. Back- North side (3-17-06) Buildirig Photographs Continuation Page For Insurance Company UrA Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number Esquon Road CitY Durham State CA ZIP Code Company MAIC Number 95938 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." West side (3-17-06) b 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/publicworks/forms.html gP� �P OS -o(cau NSI' 04-IS176 AG NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit NumberDistrict 10410807 APPLICATION 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:la. J U A-t4V49-Y Company 1_• h'1 60-6-7S}rUJ iot1 2. Address: zq"w 32 SL"iVz /Oo cc,- co+ G>sci•73 3. Phone: Z-6�ZZ 4. Assessor'Parce Number: sC>40 _1-__0J=3 5. Location of Work to be Done / 6. Applicant's Signaturej - 7. Date: CONTRACTOR'S INFORMATION 8. Contractor's N e m �n5-1'ruc�j•a•'1 9. Address ?A.eto 44 w % 32 5 uc 1-e IOD 10. Phone: 2 I -1,? -Z. 11. Fax: 3-42-- 12. Contractor's License Number: 5� 13. Certificate of Insurance: Yes No: El2`9-71 14. Contractor's Signature 14a. Date Signed: 15. Authorized A ent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. If Driveway List Type: cU..as5 -M •P"� k- --" C%) 18. Other Work - Describe: 19. Plans Attached: Yes ❑ No 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, permission is hereby granted. 20. Conditions O n 1v el Underground Service Alert U.S.A. must be notified two working days prior to any excavation. 800-227-2600 21. El All work shall conform to accompanying: Detail 19 Plans ❑ Special Conditions 10 22. Date Issued 610,610Y 23. Expiration Date: / C7 G� (e B 24. Surety: 25. Date Paid 03 v 26. Amount Paid: �7. �aG $y: 28. Recei t No.: Mike Crump, Director of Public Works By: F. nty 29. Final Inspection Date: 30. Inspected By: ❑ Completed - OK 0 Completed - Not OK ❑ Additional Comments Attached 31. Comments: , 0Lc. a Pei mis ale mxw iu any numoer Des lues k530) 338-4356, they can be delayed up to one week. Page i of 2 INSULAMN CERTIFICATE Job . .Number:6975 ........ - ................................................................................................ ............... ienmg:Do M. ...................... ....................................... :89158:Es . ....................... -.- ............... ............................... . . ........... . ............. Contractor/Owner Name C Job Address (street, city, state) Butte 2. CEILING Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value): 3. EXTERIOR WALL Frame A. Cavity Insulation ............... .... Thickness B. Exterior Foam Sheathing ............... L ............ .. . .................. ........ .... Thickness(inches).:::::: ............................ ................................................... 4. RAISED FLOOR Material:: ..... ... Fib.611ii.- ..................... Thickness (inches):6.1/4...: ...... ......... - ....... 5. SLAB FLOOR/PERIMETER ............. Thickness (inches): ....... ........ ..... .......................... Perimeter Insulation Depth inches:::,"::*:*,':'::':":,":,':"::"::T:7:7:n: a� 6. FOUNDATION WALL ......................................... Thickness(inches): .................................................... ....... .................. * ..... . ..... . Brand Name: Thermal Resistance ........ .......... Brand Name: ............ ........ Thermal Resistance (R -Value):::;::::::':::::::::: Brand Name: ..................... Thermal Resistance (R -Value): ...................... Brand Name Th ............. ....................... ermal Resistance (R -Value)::"::":::,:,::::::::: ........ .................. .. Brand Name: ...................................................... Thermal Resistance ....................................................... DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. ........................... ........... ........... ............ ....................... ... . ........ Item Number's Signature an Date Installing Subcontractor (Co. Name) or Item Number's Signature and Date General Contractor (Co. Name) or Owner Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner WESTERNWOODS EWP ENGlNEERE, W(101) SYSTEMS IJAL r PAGE 01/01 Certificate of Conformance Certificate 054086 THIS IS TO. CERTIFY that the glued laminated tirriber products identified with a collective mark of Engineered Wood Systems (EWS) were manufact fired in accordance with the applicable standards 3 nd associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products —Structural Glued Laminated Timber J NER-486 Glued. Laminated Timbe r Combinations And "GAP" Computer Program For Determiniici Design Stresses ARC 117-93 - Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IS HEREBY CERTIFIED that the APA EWS tradi3marked structural glued laminated timber members mere produced in a manufacturing facility subject to regular audits In accordance with the Engineered 4r'/ood Systems (EWS) Quality Assurance urogram. Routine audits include inspection of the Tianufacturing process and evaluation of the in -plant QA program with adequate sampling to verify mformance to industry standards for lumber grade, F.nd glueline bond quality. gaze SEAL - . u+ oo �10 A,,,�q off,0 by ^^" i1a. Thomas G. Williamson Executive Vice President ENGINEERED VOOOD SYSTEMS Is a related corporation c f ARA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Strout • P.O. Rox I t ; Do - Taooma. WA 98411-0700 Tatepnom: (253) 586-8900 • I'm NumOer (259) 585.7285 BALANCE OF FEES SHEET DATE: y �w PERMIT #: ASSESSOR PARCEL #: OWNER'S NAME: FEES (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: G' REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): $ SRA: - $ 4 COPY FEES ($1 or more) $ DRAINAGE $ BASIN BC RESIDENTIAL IMPACT County Wide Chico Urban — El Medio North Chico Specific _ $ WATER TENDER FEES . $ BATTALION # FEMA $ SMIP _ UL) $ ` $ �� OTHER-- RECEIPT NUMBER(S) BCM CONSTRUCTION COMPANY INC 2990 Highway 32, Suite 100 Chico, California 95973 www.bcmconstruction.com (530) 342-1722 (530) 342-1768 Fax September 12, 2005 County of Butte Development Services - Building Department 7 County Center Drive Oroville, CA 95965 RE: APN:040-140-083 Permit # 04-1596 (ag bldg in flood zone) Issued Date: 9/27/2004 Site: 8985 Esquon Road, Durham PERMIT RENEWAL AND TRANSFER To Whom It May Concern: Please be advised that BCM Construction Company Inc., does hereby agree and authorize the change of the name on the permit eliminating BCM Construction as the contractor. Enclosed please find our check in the total amount of $164.97, which consists of the $109.98 renewal fee and $54.99 for the transfer fee. If you have any questions, please do not hesitate to call. Yours truly, Scott January Project Manager 4 Licenses: CA 737157 0- AZ ROC 173522 OR 122512 AZ ROC173521 NV 45626 N . ti r BUTTE COUNTY AGRICULTURAL BUFFER NOTIFICATION AND/OR UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 Name: C'.dl2ltLtnp_ 0,41u Liz- Phone: CegS --x"1%5 Mailing Address: %q.15 ESzu2VL$ P-4. E -Mail address Assessor's Parcel Number. 040 - t40 01K3 Reason you believe you qualify for the unusual circumstances exception: �8 t�yur X�- Owner or Authorized Agent's signature Date UNUSUAL CIRCUMSTANCES 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 •............................................................................................................ InternalDept. Contact Info: ❑ Env. Health ❑ Planning ❑ Building 410ther Contact Person: b 4A. -i-, Phone: 5 3t-" Z38'i' FORWARD THIS FORM TORN DEVELOPMENT SERVICES FOR PROCESSING For Agricultural Commissioner office use only: (to be completed after submittal ) DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS Buildin ❑ Exception Recommended Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations:-Pairc,e.l t.,�1( ra4-5."*A Agricultural Department Signature: i% � t 1�-a Date: o s- drQ,p. Ay_C�_b5rtA _ , YMC7/1/03 T BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM `(One form per Building) School District Building Departme O(e?O. #it No. A.P. Number Jurisdiction: city county Property Owner C�_ a/�dE Z'' '`q� Property Location/Address Commercial/industrial District identification No. Sq. Footage (Including Exterior Roofed Areas) Date ai U P— I IA-ry) L)7V I F I L -J7 School District certifies that 0- rl e e— SC -11 L51- T -z - (Applicant) '-�(Street Address) (Phone Number) has complied with the requirements of Resolution No. representing c,20 square feet. (State) (Zip Code) I by payment of $ 4/10 •l(o 0 AB 2926 $ FULL MMGATION $ School District Representative C Date K 4 ':: Remarks: Nnglc You may protest the Imposklon of the fees Identified above by submitting a written protest to the D6fflct. In compliance with Government Code Section 66020(a), within 90 days from the date fees am paid. Failure to submit a timely written protest will'prohlbIt you from chaftiging the Imposition of do fen In any court action. ff, subsequent to the School District Repnsentatlw signing this Butte County Schools Impact Foe Certification Form, the School District Is nollfled by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA) this project may be subject to additional school fen to fully mmoste. its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As (10/03)dm.m {° BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 0 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (P.RPD) k DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number(s) �- 7t,-'�l t _0 --? Building Permit Number Property Owner (s) a Project Location /Address O Subdivision Name Assessable Sq. Ftge� Typje of Residential Development (check one) New Development 1/ Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: Building Department Repres the Date 0 FRRPD 0 CARD 0 PRPD DRPD certifies that: Applicant Name Phone Number qb((3 P� Sf Live Cloo-_ GA Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ per unit for a total of $ a O Square Feet @ $ 1 / per sq foot for a total of $ a . L/ Remarks: Paid by Check No: Paid by Cash: Recreation and Park District KAFORMS\BUILDrNG FORMS\park-rec standard form rev I.doc Receipt No: a 15"7 � Date BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO50605 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. 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 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 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 contractorsto construct the -project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 33 of the Business and rofession ode Date: s 0 Owne/? / WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Policy #: N4 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 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 co74- y with those provisions. Date: . 7,1NO Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. _ CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: Issued Date: 05/09/2005 APN: 040-140-083-000 Site Address: 8985 ESQUON RD DUR Map Index: Description: NSF (2090), GAR (576), COV (172) Owner: SCHULTZ, CHARLENE 9693 N STREET LIVE OAK, CA 95953 530-695-8765 Applicant: SCHULTZ, CHARLENE 9693 N STREET LIVE OAK, CA 95953 530-695-8765 Contractor: JAMES STARK C&S GENERAL BUILDERS 3869 WRIGLEY CIRCLE NORTH HIGHLANDS, CA 95660 916-216-0380 License #: 807482 Architect: Engineer: PURSELL, FRANK JAMES Total Square Ft: 2838 S.F. Valuation: $152,426.00 Census Code: This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolution�doicated above for which fees have been paid. Q By: C� P� 1 I Date: I Id PERMIT EXPIRES ON: ❑' 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ , 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 of any official form or document of Butte County. I hereby 2uthorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: C[HILT-2— U Date: ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor r BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 . BPa 5 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OFAPPLICATION ��• BIN # f„ Website: www.buttecounty.net/dds � **PLEASE PRINT CLEARLY* * 1\ q R LOCATION Name API 6r)r_l _ 0 / i /� Ur S OWNS Last Name ; C � J 1 Address a c6b� Address City Lt 0C O � State C A - ZpCj S�iS Phone.S�O_ /_ 15 — S,?6,_S Fax � C E-mail I Property A e s City R 5 �--5 00I v h f I pU2 H" I Cross Street LOjr Kj) 1 WORKER'S COMPENSATION aggRIS n�aR :p1olicy Number CG 0 S21Q7� S SS6S ., Name ARCHITECT/ENGINEER Address a c6b� w yL- city N iilGit'rL��S Zp 1 Phone611 ) 216-63e F E-mail Wd1�2inQ`�2I90RUZ)tl .`mer f�`a1g7yS0 Ot Ot'J. 9 Y � l- , Kirin anyone other than license contracts Icompensation must be shown at the time of I Zip q:56, (o O LENDING AGENCY a certificate of worker's mit issuance. Fax tic. # 7 Z Class 13 APPLICANT NAME ARCHITECT/ENGINEER Name City lel U E C5 AJt Address Zp 1 City F State . Zip Phone Lot # Fax E mail State License Number APPLICANT NAME Name G W) -W- LLjL SCI L'l-q- Address n & � 3 City lel U E C5 AJt State C+"\ Zp 1 Phoneme 30 — h�j S' 8 F E-mail APPLICANT SIGNATURE X For office use only: Zoning Flood Zone SRA Yes o Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: Name Address 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 reauired. 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 OVER FOR SUBMITTAL REQUIREMEN 16 ... r.. r,nen�ni ni n���n cnot,nMOL�.,G.,..IG ih Rnmfc A— Paoe 1 of 2 ived by;� (� Amount: / % /6 Z Bldg Receipt #: 59 v Date: 9� � �Jq Total REV 7-27-04 SUBMITTAL & PERMIT 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 ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. 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. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site 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 (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 Butte County Department of Development Services �vT TF YVONNE CHRISTOPHER, DIRECTOR s °° o o 7 County Center Drive Oroville, CA 95965 o COU N'�y o O (530) 538-7601 Telephone (530) 538-7785 Facsimile ® TO: WILLDAN ' FROM: Scott Rutherford (530) 538-7160 srutherford@buttecountV.net LO SUBJECT: Plans Transmittal For Review Per Contract ® DATE: 3/8/2005 _ Applicant: Schultz, Charlene Permit No: 05-0605 Project Type: NSF/Gar/Cov APN: I 040-140-083 100% 70% Plan Check Fees $ 1,167.72 $ 817.40 $ 1,167.72 $ 817.40 WILLDAN Fee $ 817.40 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building 'Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 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 OWNER: SC l'fV L -T i C .L�ry ASSESSOR PARCEL NUMBER 0 L/ L/ Proposed Building Use: M Counter Technician: Date: 7--0 S Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. �/ a 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . iVu 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. I w 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. rw 4. Engineered truss details and layouts in duplicate. No faxes! 0 jr/ 5. Letter from Engineer or Architect for truss design review. �p pjj 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: (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 \/ 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 Cl 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 16. Other _C =,-pLr 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 ........................................... ........ ❑ M. Erosion Control Plan Required........................................................................ Fees as shown on the attached Schedule of Fees Due Sheet .............................. w ❑ 22. City of Chico Plumbing permit........................................................................ „t ❑ 23. California Department of Forestry plan approval O paid. Sent by: ............. Planning approval (A) Use:(B)Parking: (C) Parcel Check: ✓ S o ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... \101 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) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. "" �i J 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... El36. 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 Cd�h/L/ !e 5= R '7,6 T- and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Jc"`(-6L-- ' 5' % Applicant: Date: / (? i i%-1 1. Index permit applicatioW above items numbered? Plan Check Let r 2. Additional items requirContractor, designer dvised of the above data by phone, ❑ mail, ❑ counter, by Date: Contractor, designe , ner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by -Date Structural reviewed b Date: Structural approved by: I Date: Note transfer by: Date: Yellow: Building Division b �f �t i•4 � 4�. , 4i�. E.H. U_ 3E OAIV Plot Man AnecMdd Row Plan Anschad�— r Sent to ®.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal tl Water Supply: Public Private Well Clearance for dwelling. Other nnai w=atatn.a v.,%. w, NOTE: nmental Health Specialist 1 8/96 Date COUNTY OF BUTTE �3Pc� a-0 DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES ©� 3 OWNER �C l�fl/L`% G�' �%Z �— `� A. P. # D 5/0'_ VL9 PROPROSED BUILDING USE N 5F DATE��0 5-7 RECEIPT # DATE,REC. 1 -BUILDING PERMIT FEES ---Balance Due ..................... $ 75/ --- Additional Fees Due........... $ -- viued Plan Checking Fee.... $ CHOOL DISTRICT FEES I/ 10 af-School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ / X $360.00 =$ Units 40�G Commercial (sq. ftg.)..... X $0.03 Sq.Ftg. S 4. (paid at Building Dvision) Residential (per unit)..... X = $ # Units Amt. -=0 e 'al (Sq. Ftg.).... X = $ 7 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) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. ; /'7 /i_ l0. OTHER ��►�C\ 1 / a y�Jy/ 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 plan checking process. „ . APPLICANT DATE 04011(9-r 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 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) pEQ��T oc 6VTTc� ° 5 �C1C WCR� Department C o u n t J. Michael Crump, Director Public Works f B u t t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase U Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THAN I ACRE] Project Description: � r Project Location and/or Parcel Number:<� By signing below, I, the project owner/owner'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: Title: 0ltJ/r�l� Date: 61310 7 �ds� Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department of -Development Services 0TTF0 7 County Center Drive o 0\ ��. "`= a Oroville, CA 95965 o =' ` o a (530) 538-7601 Telephone (530) 538-7785 Facsimile, c�UN �y BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation: clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building pen -nit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application, for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species).. Please print: Applicant Name: �c vL% C.17�>2 APN: Building site address: cg%C Z�75 PVYt/4V"PermitNo.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE OF APPLICANT DATE Copy to Applicant/EH/File K:Forms/BldgPermitwithoutClearances 020705 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT 2 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, P� and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, butnot 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: SE ATl"A -0466 5HF-7-' - • State of California County of—1,j,AA-R- On PROPERTY OWNERS: C,6(AC4L�NL Scow -r Z - personally appeared . C-- \- .' �\.o -V\-O- ersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. Seal: LYNETTE CARTON y Comm. # 1351379 ♦Y • NOTARY PUBLIC -CALIFORNIA Q County of Butte Comm. Expires April 17, 2006 2004-0048300 AND WHEN RECORDED MAIL TO: Recorded I REC FEE 10.00 Official Records I CONFORM 1.00 BUTTE COUNTY BUILDING DIVISION County Of BUTTE I COPIES 2.00 1 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 CANDACE J. GRUBBS I Recorder I • ROSEMARY DICKSON I ' Assistant 1 Kathyh 02:20PM 09 -Aug -2004 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT 2 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, P� and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, butnot 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: SE ATl"A -0466 5HF-7-' - • State of California County of—1,j,AA-R- On PROPERTY OWNERS: C,6(AC4L�NL Scow -r Z - personally appeared . C-- \- .' �\.o -V\-O- ersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. Seal: LYNETTE CARTON y Comm. # 1351379 ♦Y • NOTARY PUBLIC -CALIFORNIA Q County of Butte Comm. Expires April 17, 2006 (REGIONAL EXCEPTIONS) v 4 EXHIBIT "A" THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• BEING A PORTION OF FARM ALLOTMENT NO. 40, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISIONAL PLAN OF THE DURHAM STATE LAND SETTLEMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 17, 1918, IN BOOK 8 OF MAPS, AT PAGES) 16-18, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEASTERLY CORNER OF SAID ALLOTMENT NO. 40; THENCE SOUTH 880 47' 00" WEST, 630.14 FEET ALONG THE NORTHERLY LINE OF SAID ALLOTMENT NO. 40; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 825.07 FEET TO THE SOUTHERLY LINE OF THAT CERTAIN PARCEL DESCRIBED IN THAT CERTAIN DEED RECORDED FEBRUARY 24, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-008499; THENCE NORTH 770 36'. 30" EAST, 645.03 FEET ALONG SAID SOUTHERLY LINE TO THE EASTERLY LINE OF SAID ALLOTMENT NO. 40; THENCE ALONG SAID EASTERLY LINE, NORTH 700.04 FEET TO THE POINT OF BEGINNING. PARCEL HEREIN IS PURSUANT TO A MERGER APPROVED BY THE COUNTY OF BUTTE, RECORDED SEPTEMBER 21, 2001, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2001-43631. APN 040-140-083-000 (PORTION) PARCEL II: AN EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: COMMENCING AT THE NORTHEASTERLY CORNER OF FARM ALLOTMENT NO. 40, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISIONAL PLAN OF THE DURHAM STATE LAND SETTLEMENT", 'WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 17, 1918, IN BOOK 8 OF MAPS, AT PAGE(S) 16-18; THENCE SOUTH 700.04 FEET TO THE SOUTHEASTERLY CORNER OF THAT CERTAIN PARCEL AS DESCRIBED IN THAT CERTAIN DEED RECORDED FEBRUARY 24, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-008499; THENCE SOUTH 770 36' 30" WEST, 35.83 FEET ALONG THE SOUTHERLY LINE OF SAID PARCEL.TO THE WESTERLY LINE OF THE ESQUON ROAD AND DITCH RIGHT OF WAY, SAID POINT_ BEING THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED -a. CONTINUED PAGE 5 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per BulkHrig) School District `�l // /[(f Budding Department No. ()J 0670" A.P. NumberD-T/% D �i 46— Jurisdiction: � Ctty County qty Owner JA i , 1� T :--2- Property Location/Address Subdirvision Lot No. Residential Development � 0 U ^� ' 1 Sq. Footage No of living Mobile Home Addition/ *Supplemental to i (Group R) Units Installation Conversion Permit # i_ *((No trnarda m inspection) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Sq. Footage New Addition (Including Exterior H Roofed Areas) cls- Building Department Repies"ti Date District Identification No. Lo O S U IE! P41 -7n U7V t F 1 �-J�) School District certifies that G1 C( r! 1 P SCSI U 1 f z - (Applicant) (Applicant) '39 471 S (Street Address) (Phone Number) (City) (State) (Zip Code) ' f / has complied with the requirements of Resolution No: �T'i`I 2- by payment of $-t(E, representing o2l") 1 d square feet. 2926 s MRIGATM : School District Representative Date Paid by Check t Remarks: Irotlte : You may Pn ftg the Imposition of ttw fess Identified alms by subnultfirm a written pi aRest to the Dbtrid. M compliance with Oovrncnwrt Cede Section tr'IMKO), within 90 days from the dab toes an pant. Fafiuue to summit a lowly wrkto protest will poh UM _VMr from ehellenghg Ow Imposition of the lees in any court action. N, subsoqusrd to the 8ehooi DlsLict Repnaaidatlw signing this Bulb County Schools hmnpaet Fee Oatlfkdlon Form,"School Dbtrhet Is motlfied by the applleaNs Local Plannbq Apenry that thispion r- b being nvbwed under the Canfonda awkOnmarW Gurfity Act (CM. Oft Pry may besubled to addiiiond selwoi Mas t o fully mitigate Ils Imipect uxu !tw aeluool utlsbletl schools. White (applicant), Yellow (building department), Pink (school district) }eeMrm,,,M (tpl03)emm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 0 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) 0 CHICO AREA RECREATION AND PARK DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (P.RPD) DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number Building Permit Number Property Owner (s) Project Location !Address Subdivision Name Assessable Sq. Ftge� Type of Residential Development (check one) New Development (I Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: A" uilding Department PtepresqWve Date 0 FRRPD 0 CARD 0 PRPD DRPD certifies that: Applicant Name Phone Number gl:ac 3 t'� ve OCJ.�--- CA 1�5g 53 Mailing Address City state Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No by Payment o£ Dwelling Units @ $ per unit for a total of $ 0 Square Feet aQ $ 1,41 per sq foot for a total of $ a . 9 '16 Remarks: Paid by Check No: Paid by Cash: ReatafionandPWk tr4notommummm Receipt No: �1 Date Oy- 10-7 ,.BUTTE COUNTY 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 retum with the required site plan to: Development Services Departtment, 7 County Center Drive, Oroville, CA (530) 538-7601 Name: C uLertt Slnu Ll z- Phone: le4g — gS"1(e5 Mailing Address: ma 15 C- 5ZU ctrl. -e- R4- E-Mail 4-E-Mail address Assessor's Parcel Number 040 140 095 Reason you believe you qualify for the unusual circumstances exception: 38aPx}�4 • &, ,(t-� Owner or Authorized Agent's sign Date UNUSUAL CIRCUMSTANCES 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 fort Refer to the Site Plan Submittal handout for specific requirements ................................................................................................................................................... Intemal Dept. Contact Info: 0 Env. HwM ❑ Planning ❑ Building ( er Contact Person: `-i a6 4l -"t` Phone: FORWARD THIS FORM TO-bWtITNN DEVELOPMENT SERVICES FOR PROCESSING ......................................................................................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal ) 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: 2 S Ark 3004 6.4r v- -N..k-eZ.VQ.vs.L dir10 c -4: w► _ 14 Agricultural Department Signature: ►7... — I" Date: VALO D YMC 7/1/03 T h APPLIED I ESING CONSULTANTS October 27, 2004 County of Butte Building Division 7 County Center Drive Oroville, Ca 95965 MATERIALS ENGINEERING TESTING AND INSPECTION Re: Schultz Residence Shop and House Building Pad Certification Gentlemen: We have completed compaction testing on the building pads for the shop and house areas at the Schultz residence located at 8985 Esquon,Road in .Durham, Ca. The A.P. number for this project is 040-140-083. Prior to any fill the.pad was t excavated approximately two down to firm native undisturbed ground. The unsuitable expansive material was removed from the site. The building pad was constructed out of import non expansive material with approximately two feet of fill. The pad was monitored and tested at approximately one foot intervals up to finished pad grade. The nuclear density test data sheets and moisture density curve per ASTM 1557 are attached. Based on the test data compiled on this project and witnessing 'the. earthwork operations, we certify per Article 3, sections 6735.5 and 6735:6a of the Business and professions Code that the pad was. properly moisture conditioned and compacted in accordance with chapters 18 and 33 of the 1.997 Uniform Building Code. Applied Testing Consultants is not a.licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Applied Testing Consultants is not the fouiidation'design engineer for this project: Designs for consolidation, differential settlement and bearing on fill materials are. by others. Please call if you have any questions regarding Very tru!X yours, Brad Forsythe Vice President Director of Operations Staff Engineer 3060 Thorntree Drive, Suite 10 o Chico, CA=95973 -Telephone: (530) 891-6625 9 Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS MATERIALS TESTING, ENGINEERING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Client: BCM Construction Address: 2990 Highway 32, Suite 100 City, State: Chico, CA 95973 Attn: Bob Lazard Project: Schultz Residence Soil Description: Light Brown Sandy Silt Report Seq. No. Page: 1 of 1 Date: 10/9/2004 Tech: D. DeMuth Gauge # CALIBRATION DATA Density Std.: Moisture Std.: Density Xi : Moisture Xi: Compaction Equipment-. Req'd % Compaction Curve No.: T-1 Max Dry Density: 140.4 Opt. Moist. Content: 7.5 90% Test # Test . Depth Location: Building Pad Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 1 8" Building Pad, Northeast Comer -2' 139.9 10.71 129.2 8.3 93% PASS 2 8" Building Pad, Southwest Comer -2' 1 143.3 10.8 132.5 8.2 95% PASS 3 8" Shop Pad, Southeast Comer -2' 146.9 14.3 132.6 10.8 95% PASS REPORT: Arrived at jobsite at 1000 hrs. to perform compaction testing. of the Building Pad. Performed 3 nuclear density tests at random locations as indicated above. All 3 test results indicate at least 90% relative compaction. Copies to: Reviewed by. v e 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 8914243 1600 Starr Drive, Suite C * Yuba City, CA 95993 * Telephone: (530) 671-4473 * Facsimile: (530) 671-6770 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING Nuclear Density Testing Report Per ASTM 1557 TESTING AND INSPECTION Client: BCM Construction Address: 2990 Highway 32, Suite 100 City, state: Chico, CA 95973 Ann: Bob Lazard Project•. Schultz Residence Soil Description: Light Brown Sandy Silt Report Seq. No. 2 Page: 1 of 1 Date: 10/14/2004 Tech: D. DeMuth Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: DensityXi : Moisture Xi Compaction Equipment Req'd % Compaction Curve No.: T-1 Max Dry Density. 140.4 Opt. Moist. Content 7.5 90% - - Test # Te -it- Depth Location: Building Pad and Shop Pad Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 4 8" Building Pad, Northeast Corner FPG 147.4 15.1 132.3 11.4 95% PASS 518" Building Pad, Northwest Corner FPG 1 141.0 12.31 128.7 9.6 92% PASS 6 8" Building Pad, Southeast Corner FPG 142.9 13.7 129.2 10.6 93% PASS 7 8" Buildin Pad, Southwest Corner FPG 145.8 15.3 130.5 11.7 93% PASS 8 8" Shop Pad, North End FPG 146.7 14.9 131.8 11.3 94% PASS 9 8" Shop Pad, South End FPG 144.3 14.0 130.3 10.7 93% PASS REPORT: Arrived at jobsite at 1530 hrs. to perform compaction testing of the Building Pad. Performed 6 nuclear density tests at random locations as indicated above. All 6 test results indicate at least 90% relative compaction. Copies to: Reviewed by. 3060 Thomtree Drive, Suite 10 • Chico, CA 95973 9 Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS October 27; 2004 MATERIALS ENGINEERING TESTING AND INSPECTION County of Butte ECELYE Building Division 7 County Center Drive Oroville, Ca 95965, 14AR 1 5 Re.; Schultz Residence Shop and House Building Pad CertificatiMLLDAN Gentlemen: We have completed compaction testing on the - building pads for the shop and house areas at the Schultz residence located at 8985 Esquon,Road in Durham, Ca. The A.P.�number for this project is 040-140-083. Prior. to any fill 'the ,pad.wasT4lt, excavated approximately two down to firm native ' undisturbed ground.' The unsuitable expansive material was removed from the site. The building pad: was, constructed out of4mport non expansive material with• approximately two feet of fill. The pad was monitored and tested at approximately one foot intervals up to finished pad grade. The nuclear density test data sheets, and moisture- density curve per ASTM 1,557 are attached. Based on the test data compiled on this project . and witnessing. the earthwork operations, we certify per Article 3, sections 6735.5 and 6735.6a of.the Business and professions Code that the. pad was, properly moistuie conditioned and compacted in accordance with chapters 18, and 33 of the'1997 Uniform Building Code. r . Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information provided by the contractor and/or the client. Applied Testing Consultants isnot the foundation de`sign'engineer f6f this project: '. Designs -for consolidation, differential settlement_ and bearing on fill materials are by others. Please call if you have any questions regarding our Very trul!X yours, 4 Brad Forsythe Vice President Director of Operations' C-038692 Rip Staff Engineer �' 3060 Thomtree Drive, Suite 10 • Chico; CA 95973 • Telephone: (530) 891=6625 9 Facsimile: (530) 891-4243 w APPLIED TESTING CONSULTANTS MATERIALS. ENGINEERING TESTING AND INSPECTION Nuclear Density Testinq Report Per ASTM 1557 Client: BCM Construction Address: 2990 Highway 32, Suite 100 City, state: Chico, CA 95973 Attn: Bob Lazard Project: Schultz Residence Soil Descrtptlon: Light Brown Sandy Silt Report Seq. No. Z Page: 1 of 1 nate: 10/14/2004 Tech: D. DeMuth Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: Density M : Moisture Xi : Compaction Equipment Req'd % Compaction Curve No.: T-1 Max Dry Density. 140.4 Opt. Moist. Content: 7.5 90% Test # Test Depth Location: Building Pad and Shop Pad Elev. Wet Dens4 H2O Density Dry Density Moisture Content % Comp. Results 4 8" Building Pad, Northeast Corner FPG 147.4 15.1 132.3 11.4 95% PASS 5,8" Building Pad, Northwest Corner FPG 141.0 12.3 128.7 9.6 92% PASS 6 8" Building Pad, Southeast Comer FPG 142.9 13.7 129.2 10.6 93% PASS 7 8" Building Pad, Southwest Comer FPG 145.8 15.31 130.5 11.7 93% PASS 818- Shop Pad, North End FPG 146.7 14.9 131.8 11.3 94% PASS 9 8' Shop Pad, South End FPG 144.3 14.0 130.3 10.7 93% PASS REPORT: Arrived at jobsite at 1530 hrs. to perform compaction testing of the Building Pad. Performed 6 nuclear density tests at random locations as indicated above. All 6 test results indicate at least 90% relative compaction. Copies to: Reviewed by. 'p, Y 3060 Thorntree Drive, Suite 10 9 Chico, CA 95973 9 Telephone: (530) 891-6625 9 Facsimile: (530) 891-4243 :s. APPLIED I ESING CONSULTANTS """'- . MATERIALS TESTING, ENGINEERING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Client: BCM Construction Address: 2990 Highway 32, Suite 100 City, State: Chico, CA 95973 Attn: Bob Lazard Project: Schultz Residence Soil Description: Light Brown Sandy Silt Report Seq. No. 1 Page: 1 of 1 Date: 10/9/2004 Tech: D. DeMuth Gauge # 'CALIBRATION DATA: Density Std.: Moisture Std.: Density XI : Moisture Xi : Compaction Equipment: Req'd % Compaction Curve No.: T-1 Max Dry Density: 140.4 Opt. Moist. Content: 7.5 90% Test # Test Depth Location: Building Pad Elev. Wet Density H2O Densl Dry Density Moisture Content % Comp. Results 1 8" Building Pad, Northeast Corner -2- 139.9 10.7 129.2 8.3 93% PASS 218" Building Pad, Southwest Comer -2' 143.3 10.8 132.5 8.2 95% PASS 3 8" Shop Pad, Southeast Comer -2' 146.9 14.3 132.6 10.8 95% PASS r REPORT: Arrived at jobsite at 1000 hrs. to perform compaction testing. of the Building Pad. Performed 3 nuclear density tests at random locations as indicated above. All 3 test results indicate at least 90% relative compaction. Copies to: 1442 Reviewed by. ---J i 3060 Thorntree Drive, Suite 10 • Chico, CA 95973 a Telephone: (530) 891-6625 • Facsimile: (530) 8914243 1600 Starr Drive, Suite C * Yuba City, CA 95993 * Telephone: (530) 671-4473 * Facsimile: (530) 671-6770 R W I LLDAN Serving Public Agencies ,.April 28, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 Tel: (530) 538-7169 Fax: (530) 538-2140 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.wilidan.com COUNTY OF BUTTE PLAN REVIEW Status: APPROVED Wilidan Project No: 14353-1479 Jurisdiction Job No: 05-0605 Assessor's Parcel No: 040-140-083 Applicant: Charlene Schultz Description: Schultz-NSF/Gar/Cov Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The revisions were in response to a previous plan review and comments listed in our letter dated April 12, 2005. The plans and documents provided for this review that have been found in compliance with the applicable codes are: # Plans: Two (2) copies, cover sheet, A2 through A9 dated 12/15/04, by Richard Neves Construction. # Truss Calculations: Two (2) copies not dated 1/10/05, by Longfellow Lumber Co. Inc. # Energy Report: Two (2) copies dated 4/17/05, by Richard Neves. # Miscellaneous Documents: Two (2) copies sheets 1&2 septic design by NorthStar ; Two (2) copies Truss Design Review dated 3/3/05, by Jim Pursell, P.E.; One (1) copy Pad Certification dated 10/27/04, by ATC.; Two (2) copies Elevation Certificates dated 6/1/04, by Lambert O. Lowe. The plans have been stamped with the Wilidan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC." • Part 3, known as the California Electrical Code and abbreviated herein as "CEC." • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC." • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC." • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS." CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans. Specific Use Type of Occu anc Type of Construction Stories Is` Floor Sq Ft 2" Floor SFt Total Sq Ft Dwelling R-3 V -N 2 530 1560 2090 Garage U-1 V -N 1 576 NA 576 Covered Porch R-3 V -N 1 172 NA 172 Rear Deck R-3 V -N 1 140 NA 140 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. Sincerely, Michael LeBeau Ricardo Guzman, S.E. Plans Examiner Structural Plan Check Engineer Cc: E-mail Alice Mefford at: amefford@buttecounty.net Charlene Schultz, Fax: (530) 695-8765 James Stark 3869 Wrigley Circle, N. Highlands, CA 95660 Jim Pursell, P.E. Fax: (530) 534-09 Page 2 oft Willdan 14353-1.479 PC2F Butte County 05-0605 SITE PLAN REVIEW APPLICATION Date: AP# �! Yy Y -J - di Permit Number (if applicable) 05- 0(P0S Bin Number APPLICANT INFORMATION Parcel Size:-// • 03 ar, Owners Name: �-'� LEAJ ` t�o #u LT . Owners Address: G) 62 44 Lod 4) 5 j LA- (9 () A) 720 4j_v_-37 0 loz Telephone No.: 7,2a Email: Situs Address: T S Proposed Use: Residential Yew Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home —F -Residential -Accessory BUT-TE�� ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) OCT 0'7 2004 ❑ Temporary Travel Trailer ElMulti-family DEVELOPMENT SItvYCES E Non-residential ❑ New Commercial ❑ Commercial Addition ❑. New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary); ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION (For Staff Use) 11 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date /0 Pagel of 5 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) 777 04 ❑ SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 000 Pe6_ C Index Date: t%p ❑ Sacramento River Reclamation District (Approval must be obtained from the Cali omia 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) ❑ Oroville Enterprise Zone Use Requires: ❑ Use PermitElMinor Use Permit El Administrative Permit F-1MinorVariance ' ❑ Variance --------- -------- —------ —---------------- —----- -------------- —------------------- ---------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A --to nP-6rc_-, Applicable Building Setbacks: A-6 Conn rrl ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways F4raT--tee Subdivision Map Front �, J (0 0 1 Side /01 366 Side Street Rear �Q 30o, 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 ❑ Sheriff ❑ Drainage ❑ ,NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ------------ ----------------------------------------------------------------------------- =------------------------------- 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 determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No Yes Deed of Reference: Q/ —CO `f3& 3/ Legal Access Required No Yes Parcel Frontage on Publicly Maintained Road: ❑ No IN Yes, Road Name: 5 0vi Complies with County Standards for Deed Creation:❑ No ❑ Yes IV Comments: IN Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ 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 Page 3 of 5 J ❑ Subdivision Map/Parcel Mai: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: oq-159 CIkdVV% Ct M-t� ayv- � I ya- 0744--90 = Date of Approval: Page: 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 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. ❑D Page 4 of 5 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. C:\Larrys\Building Permit Site Plan Reviewl.doe Page 5 of 5 LARRYPAINTER R l'UKN TO CHICO EH % L SITE PLAN REVIEW APPLICATION ., . Date: 7 0 AP# yd —/ YC) —O a 3 Permit Number (if applicable) APPLICANT INFORMATION Owners Name: Owners Address Telephone No Situs.Address: Bin Number Parcel Size: 11 , 61 A e— ���.A1Go 312 - PL ( 9 / Email: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ,Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ' Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): nn A P \% ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well Agricultural Buffer Form 15 Applicable ❑ N/A -71-V-TC_1V" ! U UF -4 r-- � � % T- V UvI DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved Resolve Problems Prior to Approval Site Plan Stamped Approved By IL I ��Date (P Page 1 of 5 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: • Flood Panel No.: 052-00, Index Date: 6,8-9,9 ❑ 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) ❑ Oroville Enterprise Zone �... ` T1se Requires: Fli !Use Permit oz / na Minor Variance ❑ Minor Use Permit ❑ Administrative Permit . ❑ Variance Detached Building Use Form ❑ Encroachment Permit Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A —) D Applicable Building Setbacks: ASR ca�� ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highwaysire Subdivision Map Front 50 2—D = L� 1 bo Side 1 Side Street Rear TO 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 ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other 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 determination will be made at the time of the building permit. Parcel Created By 0 Deeds: tr E j2 L,Z Date of Creation: Ci' -2 �© Legal Access Provided: ❑ No Yes Deed of Reference:- G> — O C> tl'3 &S Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: No N Yes, Road Name: C X01? P --N 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/Notice of Compliance ❑ 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 Page 3 of 5 W Subdivision Map/Parcel Map: Map Date of Recording: 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: ❑ 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 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. u 7 Page 4of5 '! BUTTE COUNTY 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 exceptions not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site Development Services Department, 7 County Center Drive, Oroville, CA 530 538-7 0 Name: �� � ) 8 7609 S Phone: Mailing Address: E -Mail address Assessor's Parcel Number._ Reason you believe you �r Authorized Agen for the unusual circumstances exception: Date An exceptional or extraordinary condition where the existing lot size or shape Oran 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 forspecific requirements Internal Dept. Contact Info: ........ ❑ Env. Health .......................... Contact Person: Planning ❑ Building 13• Phone: other FORWARD THIS FORM TO LARRY IN DEVELOPM •o,;.•.................................................. ENT SERVICES FOR PROCESSING ForAgricultural Com............................................................ missioner office use only • to be com mittal""""'•••••••••••••••••••••••........ Y• � pleted after submittal) • ••••••••••••••• DISCRETIONARY PERMITS Plannin Exception Recommended MINISTERIAL PERMIYS(Building) Exception NOT Recommended Exception Granted with the following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature:. . �� Date: May 4, 2004 • Skycrest Enterprises C/O 13,468 Hwy 99 Chico, CA 95973 utte (0, LAND OF NATURAL WEALTH AND BEAUTY s PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 RE: Site Plan Review for APN 040-140-083 (Charlene Schultz) For Your Information.. Enclosed is a site plan review application for this parcel. The Agricultural Commissioner has denied your request for a waiver of the 300 foot buffer. Please resubmit a new site plan showing a new location on the parcel that is at least 300 feet from the property lines and 165 feet in from the frontage roads. Please -review all enclosures to be sure that the information is correct, and that you have incorporated these requirements & conditions into the design of your project. Should you have any questions please feel free to call me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday. at (530) 538-7977. Sincerely, Larry Painter Planning Technician II ' Attachments. a I 1 .I ..� . ..- .......��. �z i , tom- . f. i j IN f U < � G` G G L mCIP c - Q' -9 BUTTE COUNTY -.. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT ?' dHOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 /// WEBSITE: www.buttecounty.netWds PERMIT NO. BP041596 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under rovisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/24/2004 APN: 040-140-083-000 leBusiness and Professions Code, and my license is in full force and effect. '1 -7 License Class: License Number: , I'S Site Address: 8985 ESQUON RD DUR Date:a 2- 1'0 4Contractor: 5C.0 Con s4ru A I'm Map Index: Description: 30 X 60 AG BLDG IN FLOOD ZONE 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: SCHULTZ CHARLENE permit to construct, alter, improve, demolish, or repair any structure, prior , to its issuance, also requires the applicant for such permit to file a 9693 N STREET signed statement that he or she is licensed pursuant to the provisions of LIVE OAK, 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 95953 she is exempt therefrom and the basis for the alleged exemption. Any 530-695-8765 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: SCHULTZ, CHARLENE 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.). ❑ 2990 HIGHWAY 32 STE#100 1 am Exempt under Article 3 of the Business and Professions Code 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 required by Section 3700 the Labor Code, for the performance of Engineer: g the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: "� P amen. Total Square Ft: 1800 S.F. olicy#: Valuation: $48,600.00 ❑ 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: `[ Y Applicant' WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permi is hereby issued under the applicable provisions of the Butte County C P ?nN. �— 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.) Resoluti do work indicate abov w ' h fees have been paid. lA ) Name: B • Date: 6666 y PERMIT EXPIRES ON: ate Address: O 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. 0 Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any offi ial form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. ; OL -int �GC�c-!► J Name: Signature: ate: G!' Z44 - 0 9 0 Owner Contractor 0 Agent for Owner 13 Agent for Contractor BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION M. (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 (001 LICENSE NUMBER �3 115-7 UCENSE TYPE ARCHITECT/ENGINEER NAME: `LAo r 5 kc, r PHOS 8'13 - /C00 STREETADURESS: r„rw �-I4Di1 'D� V FAX: 94 3-1Z I L 3 CITY ZIP: LICENSE NUMBER h�cv S�i� '7 E-MAIL: DESCRIPTION OR SCOPE OF WORK: _ v ❑ Structure B ilt 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 fees will be required. 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. For office use only: lbl Notes: f Q� �1 bq Application Received by: Date: Rareint numhee `i" �� �� Amount Received: 1761 . T COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 I - PERMIT APPLICATION DATA SHEET i�.f� OWNER: �C, �M� ASSESSOR PARCEL NUMBER Proposed Building Use: Counter Technician: Date: ' Items required in order to apply r a permit. II boxes UST be checked OR marked NA in order to ply. 1. Site plans, 3 or 4 sets, signedtyfe preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. iD 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: (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. j 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate �j 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 ❑ 14. Hazardous Material Form ej� 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-foTlowing items.) ❑ 17. Fire Sprinklers............................................................................................ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by r� 19. Soils Report and/or Engineered Foundation required: ......................................... ......... Erosion Control Plan Required............................................y� ...... . 21. ees as shown on the attached Schedule of Fees Due Sheet...rl.�•.3�.cm�( ' ❑ .City of Chico Plumbing permit ............... :........................................................ ❑ 23. California Department of Forestr plan approval ❑ paid. Sent by: .............� 24. Planning approval (A) Use: �(BIf )Parking: (C) Parcel Check: ' $ Q ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... -fes ' ❑ 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) ..................... O. 32. Letter of Signature authorization.....................:..:.............:...............I............. 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 info.4ed ofd above items and requirements for obtaining a building permit. If Applicant. Date: 4g -3 -0"T 1. Index permit application for theabove 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 ddphone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: _I onj A Date Structural reviewed by: Date: i j Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.H. USE ONLY Plot Plan Attechad 64,9 4 Roar Man Attached Vz" Cl --n1% (/ I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance a 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: Environmental Health Specialist ate 8/96 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA_ 95965 COPY of Document Recorded 09 -Aug -2004 2004-0048300 Has not been compared with original BUTTE COUNTY RECORDER 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: A -7TH 14ED 5H Ft -1 r State of California County PROPERTY OWNER�S:/: On NVQ V s�* 4 , A1.1J014 before m personally appeared C,�G��o apo Sc,�V�%Z' personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNES hand and official seal. Signatu Seal: •w' LYNETTE GARTON t!f Comm. # 135137 9 ® NOTARY PUBLIC -CALIFORNIA A.P.# Q s County of Butte Comm. Expires April 17, 2006 A i RECORDING REQUESTED BY MID VALLEY TITLE AND ESCROW CO. AND WHEN RECORDED MAIL TO: CHARLENE ANN SCHULTZ 9693 N ST LM OAR CA 9593 A.P.N.: 040-140-083-000 Order No.: CHI/C a1010r4-1m10r 1 Ea67'6 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 26 -Mar -2004 Above This Line for Recorder's Use Only GRANT DEED TAXE 200.20 Shauna Page 1 of 3 Escrow No.: 219143DP THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $200.20 X ] computed on full value of property conveyed, or 1 computed on full valueless value of liens or encumbrances remaining at time of sale, X ] unincorporated area; [ ] City of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, DAVID H. ELLIS and BRENDA B. ELLIS, HUSBAND AND WIFE hereby GRANT(S) to /CHARLENE ANN SCHULTZ, AN UNMARRIED WOMAN the following described property in the City of UNINCORPORATED AREA, County of BUTTE State . of California; See legal description attached hereto and made a part hereof. DAV ID $ /BRENDA B. ELLIS Document Date: March 15, 2004 STATE OF CALIFORNIA )SS COUNTY OF BUTW. ) On MARCH'.22, 2004 before me, DEE PALM, NOTAM personally appeared_ DAM H. FIX AND S12EMA B. ELLIS personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the inswmentrson(s) or the entity upon behalf of which the persons) acted, executed the inswment. WITNESS a and official seal. i�D Signatur V This area for official notarial seal. DEE PALMER COMM.+ 1358088 NOTARY PUBLIC CALIFORNIA ' COUNTY OF BUTTE cy� Comm. Explres June 22, 2006 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below C / Order No. BU -219143 DP Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: BEING A PORTION OF FARM ALLOTMENT NO. 40, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDMSIONAL PLAN OF THE DURHAM STATE LAND SETTLEMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUT -M,. STATE OF CALIFORNIA, ON SEPTEMBER 17, 1918, IN BOOK 8 OF MAPS, AT PAGE(S) 16-18, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEASTERLY CORNER OF SAID ALLOTMENT NO. 40; THENCE SOUTH 88° 47' 00" WEST, 630.14 FEET ALONG THE NORTHERLY LINE OF SAID ALLOTMENT NO. 40; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 825.07 FEET TO THE SOUTHERLY LINE OF THAT CERTAIN PARCEL DESCRIBED IN THAT CERTAIN DEED RECORDED FEBRUARY 24, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL N0.94-008499; THENCE NORTH 77° 36' 30" EAST, 645.03 FEET ALONG SAID SOUTHERLY LINE TO THE EASTERLY LINE OF SAID ALLOTMENT NO. 40; THENCE ALONG SAID EASTERLY LINE, NORTH 700.04 FEET TO THE POINT OF BEGINNING. PARCEL HEREIN IS PURSUANT TO A MERGER APPROVED BY THEE'COUNTY OF BUTTE, RECORDED SEPTEMBER 21, 2001, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2001- 43631. - RESERVING THEREFROM AN EASEMENT FOR INGRESS, EGRESS, AND PUBLIC UTILITIES OVER THE SOUTH 77.51 FEET. APN 040-140-083-000 (PORTION) PARCEL II: AN EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: COMMENCING AT THE NORTHEASTERLY CORNER OF FARM ALLOTMENT NO. 40, AS SHOWN ON THAT CERTAIN MAP. ENTITLED, "SUBDIVISIONAL PLAN OF THE DURHAM STATE LAND SETTLEMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 17, 1918, IN BOOK 8 OF MAPS, AT PAGE(S) 16-18; THENCE SOUTH 700.04 FEET TO THE SOUTHEASTERLY CORNER OF THAT CERTAIN PARCEL AS DESCRIBED IN THAT CERTAIN DEED RECORDED FEBRUARY 24, 1994, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 94-008499; THENCE SOUTH 77° 36' 30" WEST, 35.83 FEET ALONG THE SOUTHERLY LINE OF SAID PARCEL TO THE WESTERLY LINE OF THE ESQUON ROAD AND DITCH RIGHT OF WAY, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED CONTINUED Order No. BU -219143 DP PARCEL II: CONTINUED EASEMENT; THENCE CONTINUING ALONG SAID SOUTHERLY LINE, SOUTH 770 36' 30" WEST, 1146.71 FEET TO THE BEGINNING OF A 50.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHWESTERLY AND NORTHEASTERLY, 213.47 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 244° 37' 23" TO THE BEGINNING OF A 20.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY, 22.56 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 640 37' 23" TO A POINT LOCATED . 60.00 FEET MEASURED AT RIGHT ANGLES FROM THE SOUTHERLY LINE OF SAID PARCEL AS DESCRIBED IN THAT CERTAIN DEED RECORDED FEBRUARY 24, 1994, UNDER BUTTE COUN'T'Y RECORDER'S SERIAL NO. 94-009499; THENCE PARALLEL WITH SAID SOUTHERLY LINE, NORTH 77° 36' 30" EAST, 1080.57 FEET TO THE BEGINNING OF A 20.00 FOOT RADIUS' CURVE CONCAVE NORTHWESTERLY; THENCE NORTHEASTERLY; 27.09 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 770 36' 30" TO THE WESTERLY RIGHT OF WAY LINE OF THE ESQUON ROAD AND DITCH AS SHOWN ON SAID MAP; THENCE SOUTH 77.51 FEET ALONG SAID WESTERLY LINE TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I -A, DESCRIBED HEREIN. t I o&�� Department of Public Works C o u n t y o f B u t t e ° J. Michael Crump, Director LAND DEVELOPMENT DIVISION ° Storm Water Management Program 7 County Center Drive ,o `i y Oroville. CA 95965 IIQCIC WCoc ;,(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 rLESS THAN 1 ACREI .Project Description: �X c� ft� Project Location and/or Parcel Number: C>Zgb — l -go —08-g By signing below, I, the project owner/owner'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: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 ENCROACHMENT PERMIT °y'/ S`4 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/publicworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number 0410807 iff District APPLICATION 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: ( la. Company N 2. Address: Zq?G0 ,_)_-' 3Z Sure_ /Dv cam- 3. Phone: 4. Assessor's Parce Number: >42-��-iZZ �-1-_ 033 5. Location of Work to be Done f1 CY) S< /Pi V _ Gc/j CSG2i%Q�tJ KL 1/V.'J2c�rr1 6. Applicant's Signature 7. Date: CONTRACTOR'S INFORMATION 8. Contractor's NA-me� 9. Address ?A,, L) v j '► 32 100 G 1, Gv G SG1 -1 3 10. Phone: 1 ] Fax: ,{ 12. Contractor's License Number: -2`1-71 G,7?Yes 13. Certificate of Insurance: No: ❑ 14. Contractor's Signature- 14a. Date Signed: /1 15. Authorized A ent: TYPE OF WORK TO BE DONE .� 16. Please Check: Curb: ❑ Gutter: El El 18. Other Work - Describe: 17. If Driveway List Type: �) s5 1i 19. Plans Attached: Yes ❑ No 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, permission is hereby ranted. 20. Conditions Z O n IV Underground Service Alert U.S.A. must be notified two working days prior to any excavation. 800-227-2600 21. ® All work shall conform to accompanying: Detail 19 Plans ❑ Special Conditions 22. Date IssuedO 23. Expiration Date: / B G� (e 24. Surety: 25. Date Paid 03 0 26. Amount Paid: / � (DJ� 28. Recei t N Mike Crump, Director of Public Works By: For County 29. Final Inspection Date: 30. Inspected By: ❑ Completed - OK 0 Completed -Not OK ❑ Additional Comments Attached Useonly:, Mntr- If n 31. Comments: ite - f v.,A fn nn.• n..... {. o. 1.-..:.1.... 1-N 11 O - k.,JVJ JJO-JJV, ulcy can oc aclayea up ro one weex. Page I of 2 �4 September 10, 2004 County of Butte- FINAL REVIEW Jurisdiction Application No.: 04-1:596 - LP2A Job No. 2040015`-071 Mr: Michael Vieira ,K ' County'of Butte ' 7, County Center Drive'.- ; Oroville, CA 95965-3397 Re_ : Plan. Review: Schultz AG Building Address: Esquon Road - , }• Dear, Mr. Vieira: _ Linhart Petersen Powers Associates (LP2A)'has completed a FINAL review of the following documents: 1. ' Plans: Two (2) copies of plan sheets Al through A3 dated 8-10-04 by Northstar Engineering. Two (2) copies Plan 'Sheets 1 through ,23 Title/Cover Sheet dated April 21, 2004 by VP Buildings. A 2. Structural Calculations: One (1) copy dated April 19, 2004 by VP Buildings. Two -,/,(2) -copies of foundation calculations dated, 5-,11-04 by Northstar Engineering. ' 3. Elevation Certificate: Two (2) copies dated June 01, 2004 by Lambert O.,Lowe. r The 2001 California Building Code .(i.e 1997 UBC, 2000 UMC, 2000 UPC, and 1999 NEC'as amended by the State of ,California) were used,,asi the basis of our review. We have no further plan _review comments. + Enclosed for your use are-,the'above referenced, documents bearing the LP1A plan review stamps on all appropriate sheets. Please let us know if you have any questions: Thank you, Sincerely, LINHART.PETERSEN "POWERS ASSOCIATES 4 Robert T. Berna r ICBVICC Plans Examiner 1 Enclosures: rfAbutte county 015\butte county 2004\2040015-071-pcf.doc _LINHAR�T -PETERSEN POWERS` ASSOCIATES, ,7610 Auburn Boulevard - Citrus Heights, CA 95610 (916) 7254200 • FAX (916) 725-8242, • Toll Free (877) 235-0653 a i 7 <t \ Applicant: Schultz, Charlene Permit 04-1596 ::::] 'Project Type: AG Bldg Flood Zone APN: 040-140-083 100% 70% Plan Check Fees ($� 661.94 $ 463.36 $ 661.94 $ 463.36 LP2A Fee $ 463.36 Copies Attached: Qty 4 .r ,. Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other, Butte County Department of Development Services T w 0 YVONNE CHRISTOPHER, DIRECTOR o 0 0 ' 0 0 7 County Center Drive oz - o ° qy° Oroville, CA 95965 cOU (530) 538.7601 Telephone N'�y (530) 538-7785 Facsimile TO: LP2A ' FROM: Scott Rutherford (530) 538-7160 srutherford(d)buttecounty.net SUBJECT: Plans Transmittal For Review Per Contract O DATE: '6/10/2004-- Applicant: Schultz, Charlene Permit 04-1596 ::::] 'Project Type: AG Bldg Flood Zone APN: 040-140-083 100% 70% Plan Check Fees ($� 661.94 $ 463.36 $ 661.94 $ 463.36 LP2A Fee $ 463.36 Copies Attached: Qty 4 .r ,. Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other, ;. " SITE PLAN REVIEW APPLICATION Date: �.� a AP# Permit Number (if applicable) O / S �P APPLICANT IIVFORMATION Parcel Size: 1/ - �3 ac, OwnersName:�'�`� Owners Address: C 9,3 N _4e aLA— � �5_95_3 Telephone No.: ' Situs Address: j Q GLS Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home . ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential - — F-1 New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Septic Agricultuf Building Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel . ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved' ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By/-A/YLt Date 8�7/ if O Page 1 of 5 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) Gde'l-a. ❑ SRA - (CDF• to determine specific requirements) ` 100 -Year Flood Plain: (See att��) ` • Flood Zone: • Flood Panel No.: ��„('(} %CkL' Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the Ca ifornia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtainedfrom 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: A- —10 0) Fa Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CNapproval needed for encroachments into SRA setbacks. Page 2 of 5 l � i Zoning Code Streets & Highways Fire Prevention Subdivision Map Front, Side i Side Street Rear to 1, Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CNapproval needed for encroachments into SRA setbacks. Page 2 of 5 l � i Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads. ❑ Sheriff. ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ---------------------------------------------------7---------------------------------------------------------------- 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 determination will be made at the time of the building permit. Parcel Created By Deeds: C%L�� li.Cst c1 LL' Date of Creation: /,2- l 16 Deed of Reference: Parcel. Frontage on Publicly Maintained Road: Complies with Cgunty Stapdards for Deed Creation: om Cments: Cr6r7 d ,,k Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes ❑ Yes ❑ Yes a 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 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 Page 3 of 5 Fj Subdivision Map/Parcel Map: Map Date of Recording: 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 roa Fol Page 4 of 5 Summary of Specific Requirements: 8 This information provided in this summary is based on the application information and on the best available data at the time of review. • C:1L,arrys\Building Permit Site Plan Reviewl.doe Paye 5 of 5 mak Z7Pm(-p CA.� CAI l(,e/r9, t—ay 1/0j i - k PROJECT: LOCATION: OWNER: ':.thS-tar t� ENGINEERING Civil Cr -6ineers • Planners, Surveyors STRUCTURAL CALCULATIONS New Metal Building Durham, California , Charlene Schultz PLAN REVIEW APPROVAL JOB NUMBER: 8602 DATE: May 11, 2004 SEp 10 2004 UNHAiRT PETERSEN POWERS A CODES: California Building Code, 1998 Edition CODE ENFORCEMENT: County of Butte Building Department LOADS: Seismic Zone: 3 RECEIVED AUG 3 1 2004 iWM 60822 DIP 12.31 Wind Speed: 80 mph Exposure: C (Method 2 used, u.n.o.) Soil Bearing: 1200 psf (per CBC TABLE 18 -I -A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? Yes, high strength bolting NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. 04 ISq( Page 1 of BIJ COUNTY 13UILDIN'G DIVISION APPROVE By: MEM Date: 5/11/2004 Job No: g(�o-Z Page of NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). ASSUMED ALLOWABLE SOIL BEARING PRESSURE (g) = 1.2 KSF FOOTING AT METAL BUILDING COLUMN AT CORNERS "Al" & "A3" COLUMN FORCES: Vmax 3.4 KIPS Vup 3.1 KIPS Hout 3.0 KIPS TRY: 2.75 FT. WIDE BY 2.75 FT. LONG BY 1 FT. THICK WITH A PEDESTAL 1.875 FT. WIDE 1.875 FT. LONG 0.75 FT. THICK CHECK UPLIFT: INCLUDE 3.43 FT. OF 0.33 FT. SLAB IN ALL DIRECTIONS & 6 FT. OF CONTINUOUS FOOTING 1 FT. WIDE BY 1 FT. THICK (NOTE: IF PEDESTAL THICKNESS IS EQUAL TO ZERO, THEN A CONCRETE PEDESTAL IS NOT REQUIRED) WHERE: L = 2.75 FT (LENGTH OF THE FOOTING) W = 2.75 FT (WIDTH OF THE FOOTING) T = 1 FT (THICKNESS OF THE FOOTING) Lslab = 3.43 FT (LENGTH OF THE SLAB) Tslab 0.33 FT (THICKNESS OF THE SLAB) Lped = 1.875 FT (LENGTH OF THE PEDESTAL) Wped = 1.875 FT (WIDTH OF THE PEDESTAL) Tped = 0.75 FT (THICKNESS OF THE PEDESTAL) Lcont = 6 FT (LENGTH OF THE CONTINUOUS FOOTING) Wcont = 1 FT (WIDTH OF THE CONTINUOUS FOOTING) Tcont = 1 FT (THICKNESS OF THE CONTINUOUS FOOTING) Wal = 3.36 KIPS (DEAD WEIGHT OF CONCRETE RESISTING UPLIFT) Wdl = 3.36 KIPS > 3.07 KIPS OK _ [(L W * T) + (Lped * Wped * (Tped - Tslab)) + (Lped + Lslab) * (Wped + Lslab) * Tslab + (Lcont * Wcont * (Tcont - Tslab)] * 0.15kcf By: MEM NorthStar 20 DECLARATION DRIVE Date: 5/11/2004 ENGINEERING C H ICO, CA 95973 Job No: ebOZ • 530-893-1600 Page of'* FAX 530-893-2113 CHECK FOR SOIL BEARING: q = (Vmax) / (W * L) q = 0.45 KSF < 1.2 KSF OK FOOTING REINFORCEMENT REQUIRED: b= 33 IN M=q*(L/2)^2*W/2 M= 1.16 FT - K d= 8 I Mu=1.4*DL+1.7*LL ASSUME: Mu=1.6*M Mu = 1.86 FT - K TRY: row = 0.002 WHERE: row = 0.002 Fy = 60 KSI b = 33 IN fc = 2.5 KSI d = 8 IN Mu(allow)=0.9*row*b*d*Fy*[d-0.5*(row*d*Fy)/(0.85*fc)]/12 Mu(allow) : 18.47 FT - K > 1.86 FT- K OK INCREASE BY 1/3 IF row < row(min) 1.333 row = 0.002666 As(reqd) = row * b * d As(reqd) = 0.70 IN^2 #5 REBAR REQUIRED = As(reqd) / 0.31 in^2 = 2.3 (NUMBER OF LONGITUDINAL BARS REQ'D.) USE: , 2.75 FT WIDE 2.75 FT LONG 1 FT THICK WITH A PEDESTAL 1.875 FT. WIDE 1.875 FT. LONG 0.75 FT. THICK 3 "#5 EACH WAY (3" CLEAR FROM BOTTOM) By: MEM NorthStar Date: 5/11/2004 ENGINEERING Job No: 9o O Z Page /I of FOOTING AT METAL BUILDING COLUMN AT CORNERS "B1" & "B3" COLUMN FORCES: Vmax .9.7 KIPS ' Vup 8.5 KIPS Hout 3.6 KIPS TRY: 5.75 FT. WIDE BY 5.75 FT. LONG BY WITH A PEDESTAL 3:375 FT. WIDE 3.375 FT. LONG 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 1 FT. THICK 0.75 FT. THICK CHECK UPLIFT: INCLUDE 3.43 FT. OF 0.33 FT. SLAB IN ALL DIRECTIONS & 6 FT. OF CONTINUOUS FOOTING 1 FT. WIDE BY 1 FT. THICK (NOTE: IF PEDESTAL THICKNESS IS EQUAL TO ZERO, THEN A CONCRETE PEDESTAL IS NOT REQUIRED) WHERE: L = 5.75 FT (LENGTH OF THE FOOTING) W = 5.75 FT (WIDTH OF THE FOOTING) T = 1 FT (THICKNESS OF THE FOOTING) Lslab = 3.43 FT (LENGTH OF THE SLAB) Tslab = 0.33 FT (THICKNESS OF THE SLAB) Lped = 3.375 FT (LENGTH OF THE PEDESTAL) Wped = 3.375 FT (WIDTH OF THE PEDESTAL) Tped = 0.75 FT (THICKNESS OF THE PEDESTAL) Lcont = 6 FT (LENGTH OF THE CONTINUOUS FOOTING) Wcont = 1FT (WIDTH OF THE CONTINUOUS FOOTING) Tcont = 1 FT (THICKNESS OF THE CONTINUOUS FOOTING) Wdl = 8.59 KIPS (DEAD WEIGHT OF CONCRETE RESISTING UPLIFT) Wdl = 8.59 KIPS > 8.46 KIPS OK Wdl = [(L * W * T) + (Lped * Wped * (Tped - Tslab)) + (Lped + Lslab) * (Wped + Lslab) * Tslab + (Lcont * Wcont * (Tcont - Tslab)] * 0.15kcf CHECK FOR SOIL BEARING: L --r q = (Vmax) / (W * L) q = 0.29 KSF < 1.2 KSF OK By: MEM NorthStar 20 DECLARATION DRIVE Date: 5/11/2004 ENGINEERING CHICO, CA 95973 Job No: 0(Dv2- f 530-893-1600 Page 5 of FAX 530-893-2113 FOOTING REINFORCEMENT REQUIRED: b= 69 IN M=q*(L/2)^2*W/2 M= 7.00 FT -K d= 8 I Mu=1.4*DL+1.7*LL ASSUME: Mu=1.6*M Mu = 11.20 FT - K TRY: row = 0.002 'WHERE: row = 0.002 Fy = 60 KSI b = 69 IN fc = 2.5 KSI d = 8 IN Mu(allow)=0.9* row *b*d*Fy*[d-0.5*(row *d*Fy)/(0.85"fc)]/12 Mu(allow) : 38.62 FT - K > 11.20 FT - K OK INCREASE BY 1/3 IF row'< row(min) 1.333 row = 0.002666 As(reqd) = row * b * d As(reqd) = 1.47 IN^2 #5 REBAR REQUIRED = As(reqd) / 0.31 in^2 = 4.7 (NUMBER OF LONGITUDINAL BARS REQ'D.) USE: 5.75 FT WIDE 5.75 FT LONG 1 FT THICK WITH A PEDESTAL 3.375 FT. WIDE 3.375 FT. LONG 0.75 FT. THICK 5 - #5 EACH WAY (3" CLEAR FROM BOTTOM) 9 By: MEM NOrthStar Date: 5/11/2004 ENGINEERING Job No: 8('90s Page of FOOTING AT METAL BUILDING COLUMN AT "A2" COLUMN FORCES: Vmax 4.8 KIPS volume of footing = Vup 5.7 KIPS Hout 5.6 KIPS .. TRY: 3.5 FT. WIDE BY 3.5 FT. LONG BY WITH A PEDESTAL 2.25 FT. WIDE 3.5 FT. LONG 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 18.15625 cubic feet 1 FT. THICK 0.75 FT. THICK CHECK UPLIFT: INCLUDE . 3.43 FT. OF 0.33 FT. SLAB IN ALL DIRECTIONS & 6 FT. OF CONTINUOUS FOOTING 1 FT. WIDE BY 1 FT. THICK (NOTE: IF PEDESTAL THICKNESS IS EQUAL TO ZERO, THEN A CONCRETE PEDESTAL IS NOT REQUIRED) WHERE: L = 3.5 FT (LENGTH OF THE FOOTING) W = 3.5 FT (WIDTH OF THE FOOTING) T = 1 FT (THICKNESS OF THE FOOTING) Lslab = 3.43 FT (LENGTH OF THE SLAB) Tslab = 0.33 FT (THICKNESS OF THE SLAB) Lped = 3.5 FT (LENGTH OF THE PEDESTAL) Wped = 2.25 FT (WIDTH OF THE PEDESTAL) Tped = 0.75 FT (THICKNESS OF THE PEDESTAL) Lcont = 6 FT (LENGTH OF THE CONTINUOUS FOOTING) Wcont = 1 FT (WIDTH OF THE CONTINUOUS FOOTING) Tcont = 1 FT (THICKNESS OF THE CONTINUOUS FOOTING) Wdl = 5.88 KIPS (DEAD WEIGHT OF CONCRETE RESISTING UPLIFT) Wdl = 5.88 KIPS > 5.65 KIPS OK Wdl = [(L * W * T) + (Lped * Wped * (Tped - Tslab)) + (Lped + 2 * Lslab) * (Wped + Lslab) * Tslab + (Lcont * Wcont * (Tcont - Tslab)] * 0.15kcf CHECK FOR SOIL BEARING: q = (Vmax) / (W * L) q = 0.39 KSF < 1.2 KSF OK By: MEM Date: 5/11/2004 Job No: &00-0 Page 7 of FOOTING REINFORCEMENT REQUIRED: NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 b= 42 IN M=q*(L/2)^2*W/2 M= 2.08 FT -K d= 8 I Mu=1.4*DL+1.7*LL ASSUME: Mu=1.6*M Mu = 3.33 FT -K TRY: row= , 0.002 WHERE: row = 0.002 Fy = 60 KSI b = - 42 IN fc = 2.5 KSI d= - 8 IN Mu(allow)=0.9*row*b*d*Fy*[d-0.5*(row*d*Fy)/(0.85*fc)]/12 Mu(allow) - 23.51 FT - K > 3.33 FT - K OK INCREASE BY 1/3 IF row < row(min) 1.333 row = . 0.002666 As(reqd) = row * b * d As(reqd) = 0.90 IN^2 #5 REBAR REQUIRED = As(reqd) / 0.31 in^2 = 2.9 (NUMBER OF LONGITUDINAL BARS REQ'D.) HAIRPIN REQUIRED: 0.33' EDGE OF SLAB OUTWARD FORCE (Rout) = 5.6 K NOTE: USE CONCRETE SHEAR ON ONE SIDE ONLY (ASSUME SLAB THICKNESS OF 0.33') TRY: LENGTH OF HAIRPIN (L) = 9 0.5' 30 DEG. FT ALLOWABLE OUTWARD FORCE (Ha) _ (Vconc) * / 1.7 LENGTH (L) WHERE Vconc = 2 * (fc * 1000)^0.5 * 0.8 * (4" + (L * 12) * COS(30)) * t / 1000 = 31.21 K SLAB THICKNESS (t) 4 IN YIELD STRENGTH OF CONCRETE ft) = 2.5 KSI STRENGTH REDUCTION FACTOR (�) = 0.85 Ha = 15.6 K > 5.6 K OK TENSION IN STEEL (T) _ (Hout / 2) / COS(30) = 3.2 K AREA OF STEEL REQUIRED (Asti) = T / (Ft) = 0.16 IN^2 WHERE YIELD STRENGTH OF STEEL (Fy) = 40 KSI TENSION STRENGTH OF STEEL (Ft) = 20 KSI USE: 3.5 FT WIDE 3.5 FT LONG 1 FT THICK NITH A PEDESTAL 2.25 FT. WIDE 3.5 FT. LONG 0.75 FT. THICK 3 - #5 EACH WAY (3" CLEAR FROM BOTTOM) #5 BY ' 9 FT LONG HAIRPIN By: MEM I NOrthStar Date: 5/11/2004 ENGINEERING Job No: ? .4"C9 Page of FOOTING AT METAL BUILDING COLUMN AT "62" COLUMN FORCES: Vmax 17.2 KIPS volume of footing = Vup 15.9 KIPS Hout 7.0 KIPS TRY: 5 FT. WIDE BY 10.5 FT. LONG BY WITH A PEDESTAL .3 FT. WIDE 10.5 FT. LONG 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 76.125 cubic feet 80 7.5 x 7.5 1 FT. THICK 0.75 FT. THICK CHECK UPLIFT: INCLUDE. 3.43 FT. OF - 0.33 FT. SLAB IN ALL DIRECTIONS & 6 FT. OF CONTINUOUS FOOTING 1 FT. WIDE BY 1 FT. THICK (NOTE: IF PEDESTAL THICKNESS IS EQUAL TO ZERO, THEN A CONCRETE PEDESTAL IS NOT REQUIRED) WHERE: L 10.5 FT (LENGTH OF THE FOOTING) W = 5 FT (WIDTH OF THE FOOTING) T = 1 FT (THICKNESS OF THE FOOTING) Lslab = 3.43 FT (LENGTH OF THE SLAB) Tslab = 0.33 FT (THICKNESS OF THE SLAB) Lped = 10.5 FT (LENGTH OF THE PEDESTAL) Wped = 3 FT (WIDTH OF THE PEDESTAL) Tped = 0.75 FT (THICKNESS OF THE PEDESTAL) Lcont = 6 FT (LENGTH OF THE CONTINUOUS FOOTING) Wcont = 1 FT (WIDTH OF THE CONTINUOUS FOOTING) Tcont = 1 FT (THICKNESS OF THE CONTINUOUS FOOTING) Wdl = 16.03 KIPS (DEAD WEIGHT OF CONCRETE RESISTING UPLIFT) Wdl = 16.03 KIPS > 15.92 KIPS OK Wdl = [(L * W ' T) + (Lped * Wped * (Tped - Tslab)) + (Lped + 2 * Lslab) * (Wped + Lslab) * Tslab + (Lcont * Wcont * (Tcont - Tslab)] * 0.15kcf CHECK FOR SOIL BEARING: q = (Vmax) / (W * L) q = 0.33 KSF < 1.2 KSF OK . . . By: MEM Date: 5/11/2004 Job No: 5&(2Z Page of FOOTING REINFORCEMENT REQUIRED: NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 b= 60 IN M=q*(L/2)^2*W/2 M= 22.63 FT - K d= 8 I Mu=1.4*DL+1.7*LL' ASSUME: Mu=1.6*M Mu = 36.20 FT - K TRY: row = 0.0034 WHERE: row = 0.0034 Fy = 60 KSI b = 60 IN fc = 2.5 KSI d = 8 IN Mu(allow)=0.9*row *b*d*Fy*[d-0.5*(row *d*Fy) /(0.85*fc)]/12 Mu(allow) = 55.93 FT - K. > 36.20 FT - K OK INCREASE BY 1/3 IF row < row(min) 1.000 row = 0.0034 As(reqd) = row * b * d As(reqd) = 1.63. IN^2 #5 REBAR REQUIRED = As(reqd) / 0.31 in^2 = 5.3 (NUMBER OF LONGITUDINAL BARS REQ'D.) HAIRPIN REQUIRED: OUTWARD FORCE (Rout) = 7.0 K NOTE: USE CONCRETE SHEAR ON ONE SIDE ONLY (ASSUME SLAB THICKNESS OF 0.33') TRY: LENGTH OF HAIRPIN (L) = 0.33' EDGE OF SLAB 0.5' 30 DEG. 9 FT ALLOWABLE OUTWARD FORCE (Ha) = (Vconc) * / 1.7 LENGTH (L) WHERE Vconc = 2 * (fc * 1000)^0.5 * 0.8 * (4" + (L * 12) * COS(30)) * t / 1000 = 31.21 K SLAB THICKNESS (t) = 4 IN YIELD STRENGTH OF CONCRETE (fc) = 2.5 KSI STRENGTH REDUCTION FACTOR (�) = 0.85 Ha= 15.6K > 7.0K OK TENSION IN STEEL (T) = (Hout / 2) / COS(30) = 4.0 K AREA OF STEEL REQUIRED (Astl) = T / (Ft) = 0.20 IN^2 WHERE USE: YIELD STRENGTH OF STEEL (Fy) = 40 KSI TENSION STRENGTH OF STEEL (Ft) = 20 KSI 5 FT WIDE 10.5 FT LONG 1 FT THICK WITH A PEDESTAL 3 FT. WIDE 10.5 FT. LONG 0.75 FT. THICK 6 - #5 LONGITUDINALLY 8 11 - #5 TRANSVERSE (3" CLEAR FROM BOTTOM) #5 BY 9 FT LONG HAIRPIN Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 1 of 54 VP Buildings, Inc. 3200 Players Club Circle Memphis, TN 38125-8843 STRUCTURAL DESIGN DATA Project: CHARLENE SCHULTZ Name: CA0400491-OIOEI Builder PO #: CHARLENE SCHULTZ Jobsite: , Dyp LEVE 0 E! N i� N4 City, State: DURHAM, California 95953 County: Butte I �S-11'"t A E Country: United States TABLE OF CONTENTS Letterof Certification...............................................................................................................................................................................2 Building Loading - Expanded Report ........................................................................................................................................... ............ Reactions = Expanded Report Bracing- Summary Report .....................................................................................................................................................................23 Secondary- Summary Report .................................................................................................................................................................29 Framing- Summary Report .......................................::...........................................................................................................................38 Covering- Summary Report ................................................................................................................................................................... 54 s afS`'C�q..�.,� "+ tia-"^-i, ;PSS=" i-21 ''c VPC File:CA0400491-01OEl.vpc 041 SeF(a BUTTE TE COUP aTY BUILDING DIVISION �., APPROVED RECEl .JUN 1 7 2004 PZrEF1 0 AUo� SWOWERS VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM LEM Page: 2 of 54 v . t r .; � � . '' ,� .4, - ti: `e2. , �... �t-re��`x.�-i�"�i?F a��� 1�:� �,.._x.. Eti. - a�s�i'�"'Y--'-i!"` J�d�..` Letter.ofCertif"icaho :,. kb• . _ d Contact: SCOTT J. JANUARY Project: CHARLENE SCHULTZ Name: BCM CONSTRUCTION Builder PO #: CHARLENE SCHULTZ Address: 2900 HIGHWAY 32 Jobsite: SUITE 100 City, State: CHICO, California 95973 City, State: DURHAM, California 95953 Country: United States County, Country: Butte, United States This is to certify that the above referenced VP BUILDINGS project has been designed for the applicable portions of the following Building Code and in accordance with the order documents which have stipulated the following applied environmental loads and conditions: v�. Shape �- Overall Overall Width Length Floor Area (sq- ft. Wall Area (sq. ft Rof Area o (so. ft Max. Eave Min. Eave Max. Roof Min. Roof Peak Hei t Hei ht 2 I Pitch Pitch Height SHOP 1 30/0/0 60/0/0 1800 2917 2649 16/0/0 16/0/0 1 1.000:12 1.000:12 17/3/0 Loads and Codes - Shape: SHOP City: DURHAM County: Butte Building Code: 2001 California Building Code Based on Building Code: 1997 Uniform Building Code Building Use: Standard Occupancies Dead and Collateral Loads Collateral Gravity:0.00 psf Collateral Uplift: 0.00 psf . Wind Load/ Wind Speed: 80.00 mph ✓/ Wind Exposure (Factor): C (1.080) Parts Wind Exposure Factor: 1.080 Wind Enclosure: Enclosed Wind Importance Factor: 1.000 Base Elevation: 0/0/0 Primary Zone Strip Width: N/A Parts / Portions Zone Strip Width: 3/0/0 Basic Wind Pressure: 17.70 psf State: California Country: United States Built Up: 89AISC Rainfall: 4.00 in per hour Cold Form: 89AISI Allow. Overstress: Frm: 1.03, Sec: 1.03, Brc: 1.03 Live Load Roof Covering + Second. Dead Load: 2.21 psf Live Load: -20.00 psf Reducible,-, Frame Weight (assumed for seismic):2.50 psf LL for Below Eave Canopy:N/A Snow Load Seismic Load Ground Snow Load: 0.00 psf Seismic: Zone 3 Design Snow (Sloped): 0.00 psf Seismic Importance: 1.000 Snow Exposure Category (Factor): 1 Fully Exposed Framing Seismic Period: 0.2800 (1.00) Snow Importance: 1.000 Ground / Roof Conversion: 1.00 % Snow Used in Seismic: 0.00 Seismic Snow Load: 0.00 psf Bracing Seismic Period: 0.0000 Framing R -Factor: 4.5000 Bracing R-Factor:3a6999-#• rs Soil Profile Type: Stiff soil (D, 4) Frame Redundancy Factor: 1.0000 Brace Redundancy Factor: 1.5000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.2000 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. The steel design is in accordance with VP BUILDINGS standard design practices, recommendations of the following organizations: American Institute of Steel Construction (AISC) American Iron and Steel Institute (AISI) . American Welding Society (AWS) [DI.I] American Society for Testing and Materials (ASTM) Metal Building Manufacturers Association (MBMA) AISC Category MB Manufacturer Certification. which have been established based upon pertinent procedures and This certification DOES NOT apply to the design of the foundation or other on-site structures or components not supplied by VP BUILDINGS, nor does it apply to unauthorized modifications to framing systems provided by VP. BUILDINGS. Furthermore, it is understood that certification is based upon the premise that all components furnished by VP BUILDINGS will be erected or constructed in strict compliance with pertinent documents furnished by VP BUILDINGS. Sincerely, P.E. VP BUILDINGS 3200 Players Club Circle, Memphis TN 38125-8843 Prepared by: Reviewed VPC File:CA040049 1 -0 1 OE I.vpc VPC Version :4.5d 1 Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 3 of 54 The Structural Design and/or Manufacture of this VP BUILDINGS building will be or has been at one of the following VP Buildings locations: Rainsville, AL ..... VP Alabama Plant...........................[Manufacture Only] Memphis, TN ........ VIP Headquarters............................[Design Only] Pine Bluff, AR.... VP Arkansas Service Center .......... [Desigri and Manufacture] Turlock, CA......... VP California Service Center ......... [Design and Manufacture] St. Joseph, MO ..... VP Missouri Service Center ........... [Design and Manufacture] Kemersville, NC ... VP North Carolina Service Center.[Design and Manufacture] VanWert, OH ........ VP Ohio Service Center.................[Design Only] Evansville, WI ....... VP Wisconsin Service Center ........ [Design and Manufacture] Monterrey, Mx ....... VP Mexico Service Center ............ [Design and Manufacture] Additional Structural Material may be fabricated and provided for use in a VP Buildings building by one of the following fabricators: BAR JOISTS- STRUCTURAL STEEL FABRICATION SMI, Inc. Hope, AR Addison Steel, Inc. Orlando, FL SMI, Inc. Fallon, NV SMI, Inc. Starke, FL PKM Steel Service, Inc. Salina, KS SMI, Inc. Iowa Falls, IA SMI, Inc. Cayce West Columbia, SC Qualico Steel Co. Inc. Webb, AL Hancock Salem, VA _ Canam Washington, MO Vulcraft Grapeland, TX Vulcraft Norfolk, NE Vulcraft Florence, SC Vulcraft Brigham City, UT ISP El Paso, TX Socar Florence, SC Quincy Quincy, FL New Millennium Building Systems Butler, IN (This information is presented m compliance with VP Buildings AISC Certification responsibilities.) t c33 key:. —0 rc VPC Fi1e:CA0400491-010E1.VPC VPC Version :4.5d r4 Live Load Live Load: 20.00 psf Reducible Wind Load Wind Speed: 80.00. mph Wind Enclosure: Enclosed Height Used: 16n18 (Type: Mean) Base Elevation: 0/0/0 Primary Zone Strip Width: N/A Velocity Pressure: (qz) 16.38 psf Wind Exposure (Factor): C (1.080) Basic Wind Pressure: 17.70 psf Snow Load Ground Snow Load: 0.00 psf Design Snow (Sloped): 0.00 psf Snow Importance: 1.000 Ground / Roof Conversion: 1.00 Seismic Load ' Seismic: Zone 3 Seismic Importance: 1.000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.2000 Framing R -Factor: 4.5000 Bracing R -Factor: 3:6999 6t,Cj Side Type Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Shape Applied to 1 Page: 4 of 54 0.361 psf B;itililin oa�iu E aM Of Frm Brc Shape: SHOP E Loads and Codes - Shape: SHOP psf City: DURHAM County: Butte State: California Country: United States Building Code: 2001 California Building Code Built Up: 89AISC ` Based on Building Code: 1997 Uniform Building Code Cold Form: 89AISI Building Use: Standard Occupancies Rainfall: 4.00 in per hour Allow. Overstress:Frm: 1.03, Sec: 1.03, Brc: 1.03 E Dead and Collateral Loads k Collateral Gravity:0.00 psf Frame Weight (assumed for seismic):2.50 psf Collateral Uplift: 0.00 psf E Side Type Mag Units Shape Applied to Description 4:1 D 2.300 psf Entire Frm Covering Weight - 26 Panel Rib + Secondary Weight 1.35: Wall: 4, Canopy: 1 4:1 D 0.950 psf Entire Pur Covering Weight - 26 Panel Rib: Wall: 4, Canopy: 1 A D 2.210 psf Entire Frm Covering Weight - 26 Panel Rib + Secondary Weight 1.26: Roof. A A D 0.950 psf Entire Pur " Covering Weight - 26 Panel Rib: Roof: A B D 2.210 psf Entire Frm Covering Weight - 26 Panel Rib + Secondary Weight 1.26: Roof: B B D 0.950 psf Entire Pur Covering Weight - 26 Panel Rib: Roof. B Live Load Live Load: 20.00 psf Reducible Wind Load Wind Speed: 80.00. mph Wind Enclosure: Enclosed Height Used: 16n18 (Type: Mean) Base Elevation: 0/0/0 Primary Zone Strip Width: N/A Velocity Pressure: (qz) 16.38 psf Wind Exposure (Factor): C (1.080) Basic Wind Pressure: 17.70 psf Snow Load Ground Snow Load: 0.00 psf Design Snow (Sloped): 0.00 psf Snow Importance: 1.000 Ground / Roof Conversion: 1.00 Seismic Load ' Seismic: Zone 3 Seismic Importance: 1.000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.2000 Framing R -Factor: 4.5000 Bracing R -Factor: 3:6999 6t,Cj Side Type Mag Units Shape Applied to 1 E 0.361 psf Entire Frm Brc 2 E 0.415 psf Entire Frm Brc 3 - E 0.402 psf Entire Frm Brc 4 E 0.600 k Point Frm 4 E 0.600 k Point Frm 4 E 0.365 psf Entire Fret Brc 4:1 E 0.960 psf Entire Frm 4:1 E 0.960 psf Entire Brc A E 0.942, psf Entire Frm A E 0.942 psf Entire Brc B E 0.942 psf Entire Frm VPC File:CA040049 1 -0 1 OE I.vpc LL for Below Eave Canopy:N/A Gust Factor: 1.3099 Wind Importance Factor: 1.000 Least Horiz. Dimension: 30/0/0 Parts / Portions Zone Strip Width: 3%0/0 qz= 0.00256' (1.00) * (80.00)^2 • (1.00) Snow Exposure Category (Factor): 1 Fully Exposed (1.00) Rain Surcharge: 0.00 Slope Reduction: 1.00 Slope Used: 0.000 ( 0.000:12 ) Seismic Snow Load: 0.00 psf Frame Redundancy Factor: 1.0000 Brace Redundancy Factor: 1.5000 Soil Profile Type: Stiff soil (D, 4) Framing Seismic Period: 0.2800 Bracing Seismic Period: 0.0000 Seismic Period Height Used: 16/0/0 Description Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 0.86: Wall: 1 Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.12: Wall: 2 Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 1.06: Wall: 3 torsion load due to E torsion load due to E Seismic: Covering Weight - 26 Vee Rib + Secondary Weight 0.87: Wall: 4 Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.35 + Seismic (Includes 2.500 Frame Weight) : Wall: 4, Canopy: 1 Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.35 + Seismic (Includes 2.500 Frame Weight) : Wall: 4, Canopy: 1 Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.26 + Seismic (Includes 2.500 Frame Weight) : Roof: A Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.26 + Seismic (Includes 2.500 Frame Weight) : Roof: A Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.26 + Seismic (Includes 2.500 Frame Weight) : Roof: B VPC Version :4.5d _ Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 5 of 54 B E 0.942 psf Entire Brc Seismic: Covering Weight - 26 Panel Rib + Secondary Weight 1.26 + Seismic (Includes ' 2.500 Frame Weight) : Roof: B 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 Girls 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. Design Load Combinations - Framing No. Origin Factor Application Description ' 1 User 1.000 1.0 D + 1.0 UO D+UO 2 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 3 System 1.333 1.0 D+ 1.0 Wl> D+ Wl> 4 System 1.333 1.0 D+ 1.0 <WI D +<WI 5 System 1.333 1.0 D + 1.0 CG + 0.714 F> D + CG + E> ' 6 System 1.333 1.0 D + 1.0 CG + 0.714 <E D + CG + <E 7 Special 1.700 0.900 D + 0.900 CG + 2.800 E> D + CG + E> 8 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 9 Special 1.700 1.200 D + 1.200 CG + 2.800 E> + CG + E> 10 Special 1.700 1.200 D + 1.200 CG + 2.800 <E + CG + <E 11 System Derived 1.333 1.0 D + 1.0 WP + 1.0 WB 1> D + WP + WB 1> 12 System Derived 1.333 1.0 D + 1.0 WP + 1.0 <WBI D + WP + <WBI 13 System Derived 1.333 1.0 D + 1.0 CG + 0.214 E> + 1.071 EB> D + CG + E> + EB> 14 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 1.071 EB> D + CG + <E + EB> 15 Special 1.700 0.900 D + 0.900 CG + 2.800 EB> D + CG + EB> 16 Special 1.700 1.200 D + 1.200 CG + 2.800 EB> + CG + EB> 17 System Derived 1.333 1.0 D + 1.0 CG + 0.214 F> + 1.071 <EB + CG + F> + <EB 18 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 1.071 <EB + CG + <E + <EB 19 Special 1.700. 0.900 D + 0.900 CG + 2.800 <EB D + CG + <EB 20 Special 1.700 1.200 D + 1.200 CG + 2.800 <EB P + CG + <EB Design Load Combination%- Rrnring No. Origin Factor A-1;-+4- Description 1 System 1.333 1.0 Wl> I> 2 System 1.333 1.0 <Wl WI 3 System 1.333 0.714 E> P> 4 System 1.333 0.714 <E E Design Load Combinations - Purlin 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 CG + 0.714 EB> D + CG + EB> 3 System Derived 1.700 1.200 D + 1.200 CG + 1.0 EB> D + CG + EB> 4 System Derived 1.333 1.0 D + 1.0 CG + 0.714 <EB D + CG + <EB 5 System Derived 1.700 1.200 D + 1.200 CG + 1.0 <EB D + CG + <EB 6 System Derived 1.333 1.0 D + 1.0 W 1> + 1.0 WB 1> D + W I> + WB I> 7 System Derived 1.333 1.0 D + 1.0 <W2 + 1.0 WBl> D + <W2 + WBI> 8 System Derived 1.333 1.0D+1.0Wl> +1.0<WBl D +Wl> +<WBI 9 1 System Derived 1.333 1.0 D + 1.0 <W2 + 1.0 <WB 1 D + <W2 + <WB I Design Load Combinations - Girt No. Origin Factor Application Description 1 System . 1.333 1.0 Wl> Wl> 2 System 1.333 1.0 <W2 W2 3 System 1.333 1.0 W3> 3> 4 System 1.333 1.0 <W4 W4 Design Load Combinations - Roof - Panel No'. Origin Factor Application Description 1 System 1.000 1.0 D+ 1.0 L D+ L 2 System 1.333 1.0 D+ 1.0 Wl> D+ Wl> 3 System 1.333 1.0 D + 1.0 <W2 D + <11 2 VPC File:CA0400491-O I OEI.vpc VPC Version :4.5d _ Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 6 of 54 Design Load Combinations - Wall - PanPl No. Origin Factor Application Description 1 System 1.333 1.0 Wl> l> 2 System 1.333 1.0 <W2 W2 Deflection Load Combinations - Framing No. Origin Factor Def H Def V Application Descri tion 1 System 1.000 60 0 0.750 WI> I> 2 System 1.000 60 0 0.750 <W1 W I 3 System 1.000 60 0 0.750 WP WP 4 System 1.000 60 0 0.600 F> W4 5 1 System 1 1.000 60 0. 0.600 <E E Deflection Load Combinations - Girt No. Origin Factor I Deflection Application Description 1 System 1.000 120 0.750 WI> I> 2 System 1.000 120 0.750 <W2 W2 3 System 1.000 120 0.750 W3> ' 3> 4 System 1.000 120 0.750 <W4 W4 Load Type Descriptions D Material Dead Weight C Collateral Load CG Collateral Load for Gravity Cases CU Collateral Load for Wind Cases L ^ASL Live Load Alternate Span Live Load, Shifted Left ASL^ PL2 Alternate Span Live Load, Shifted Right S *USI Snow Load USI* Partial Live, Full, 2 Spans Unbalanced Snow Load 1, Shifted Right *US2 Unbalanced Snow Load 1, Shifted Left US2* Unbalanced Snow Load 2, Shifted Right Unbalanced Snow Load 2, Shifted Left SD Snow Drift Load PFl Partial Load, Full, I Span PHI Partial Load, Half, 1 Span PF2 W Partial Load, Full, 2 Spans PH2 Partial Load, Half, 2 Spans <W1 Wind Load Wind Load, Case 1, Left WI> Wind Load, Case 1, Right <W2 Wind Load, Case 2, Left W2> W3> Wind Load, Case 2, Right Wind Load, Case 3, Right <W3 <W4 Wind Load, Case 3, Left W4> Wind Load, Case 4, Right <W5 Wind Load, Case 4, Left Wind Load, Case 5, Left W5> Wind Load, Case 5, Right <W6 Wind Load, Case 6, Left W6> WP Wind Load, Case 6, Right Wind Load, Parallel to Ridge WPR Wind Load, II Ridge, Right WPL Wind Load, II Ridge, Left WB1> Wind Brace Reaction, Case 1, Right <WBI 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 Brace 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 • <E Seismic Load Seismic Load, Left F> Seismic Load, Right EG+ Vertical Seismic Effect-, Additive EG EG- Vertical Seismic Effect Vertical Seismic Effect, Subtractive EB> Seismic Brace Reaction, Right <EB Seismic Brace Reaction, Left FL *FL Floor Live Load Alternate Span Floor Live Load, Shifted Left FL* FD Altemate Span Floor Live Load, Shifted Right L Auxiliary Live Load AL*> Floor Dead Load Auxiliary Live Load, Right, Right * L> < AL Auxiliary Live Load, Right, Left <AL* Auxiliary Live Load, Left, Right *AL Auxiliary Live Load, Left, Left AL* Aux Live, Right *AL>(1) Aux Live, Left Auxiliary Live Load, Right, Left, Aisle 1 AL ->(I) <AL*(1) Auxiliary Live Load, Right, Right, Aisle 1 Auxiliary <*AL(1) Auxiliary Live Load, Left, Left, Aisle 1 AL*(1) Live Load, Left, Right, Aisle 1 Aux Live, Right, Aisle I `AL(1) AL>(2) Aux Live, Left, Aisle 1 Auxiliary Live Load, Right, Left, Aisle 2 AL*>(2) <AL*(2) Auxiliary Live Load, Right, Right, Aisle 2 <*AL(2) *AL(2) Auxiliary Live Load, Left, Left, Aisle 2 AL*(2) Auxiliary Live Load, Left, Right, Aisle 2 Aux Live, Right, Aisle 2 . *AL>(3) Aux Live, Left, Aisle 2 Auxiliary Live Load, Right, Left, Aisle 3 AL*>(3) Auxiliary Live Load, Right, Right, Aisle 3 <*AL(3) *AL(3) Auxiliary Live Load, Left, Left, Aisle 3 <AL*(3) AL*(3) Auxiliary Live Load, Left, Right, Aisle 3 Aux Live, Right, Aisle 3 s U(4) Aux Live, Left, Aisle 3 Auxiliary Live Load, Right, Left, Aisle 4 1 AL*>(4) Auxiliary Live Load, Right, Right, Aisle 4 < AV4) Auxiliary Live Load, Left, Left, Aisle 4 <AL*(4) AL*(4) Auxiliary Live Load, Left, Right, Aisle 4 Aux Live, Right, Aisle 4 *AL(4) L>(5) Aux Live, Left, Aisle 4 Auxiliary AL*>(5) Auxiliary Live Load, Right, Right, Aisle 5 i < AL(5) Live Load, Right, Left, Aisle 5 Auxiliary Live <AL*(5) Auxiliary Live Load, Left, Right, Aisle 5 Load, Left, Left, Aisle 5 AL*(5) Aux Live, Right, Aisle 5 VPC File:CA0400491-01OEl.vpc VPC Version :4.5d • ti, ', i Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 7 of 54 '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 ALB>(1) Aux Live Bracing Reaction, Right, Aisle 1 <ALB(1) 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 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 Ul User Defined Load - 1 U2 User Defined Load - 2 U3 User Defined Load - 3 U4 User Defined Load - 4 U5 User Defined Load - 5 U6 User Defined Load - 6 U7 User Defined Load - 7 U8 User Defined Load - 8 U9 User Defined Load - 9 UB User Brace Reaction UB 1 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 R Rain Load T Temperature Load V Shear 0/0/0 0/0/0 User Annlied Surface Loads (Local Coordinate Svstem) N N Side Shape, Units Description Ma X -Loc Y -Loc Frm Brc Grt Pur Pnl Supp. Dir. Loc: 4 PT k load due to E 0.60 30/0/0 16/0/0 Y N N N N N IN CL 4 PT k 7Ersion ion load due to E 0.60 59/6/0 16/0/0 Y N N N N N IN CL 4 PT k ion load due to wp 0.60 30/0/0 16/0/0 Y N N N N N IN CL 4 PT k ion load due to wp 0.60 59/6/0 16/0/0 Y N N N N N IN CL 4- 1 ES psf UO 2.8 wind 49.56 0/0/0 0/0/0 Y N N Y N N OUT OF 4- 1 ES psf Wl> 1.6 wind down 28.32 0/0/0 0/0/0 Y N N N N N IN OF 4- 1 ES psf <W 1 1.6 wind down 28.32 0/0/0 0/0/0 Y N N N N N IN OF A ES psf UO 0.7 wind 12.39 0/0/0 -15/0/10 Y N N N N N OUT OF A ES psf UO 0.7 wind 12.39 0/0/0 0/0/0 Y N N N N N OUT OF A ES psf UO 0.7 wind 12.39 60/0/0 0/0/0 Y N N N N N OUT OF A ES psf UO 0.7 wind 12.39 60/0/0 -15/0/10 Y N N N N N OUT OF B ES psf UO 0.7 wind 12.39 60/0/0 0/0/0 Y N N N N N OUT OF B ES psf UO 0.7 wind 12.39 60/0/0 -15/0/10 Y N N N N N OUT OF B ES psf UO 0.7 wind 12.39 0/0/0 -15/0/10 Y N N N N N OUT OF B I ES I psf I UO 10.7 wind 12.39 0/0/0 0/0/0 Y I N I N I N I N I N I OUT I OF VPC File: CA0400491-01OEI.vpc VPC Version :4.5d Nil C 1 VPC File:CA0400491-01 OEl.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM 0 N UP 1.000 Page: 8 of 54 - User Defined Frame Line Loads for Cross Section: 1 plf U0 ` 0.7 wind ->Resolved From Plane 189.00 0/0/0 189.00 15/0/10 Side Units Type Description Magl Locl Ma Loc2 Su Dir. Coef. Loc. N UP 2 plf UO 0.7 wind ->Resolved From Plane 189.00 0/0/0 189.00 15/0/1 432.00 14/0/9 N DOWN 1.000 OF 10000 plf <Wl 1.6 wind down ->Resolved From Plane 432.00 0/0/0 432.00 14/0/9 N DOWN 1.000 OF Nil C 1 VPC File:CA0400491-01 OEl.vpc VPC Version :4.5d 0 N UP 1.000 OF 3 plf U0 ` 0.7 wind ->Resolved From Plane 189.00 0/0/0 189.00 15/0/10 N UP 1.000 OF 10000 plf UO 2.8 wind ->Resolved From Plane 756.00 0/0/0 756.00 14/0/9 N UP 1.000 _ OF 10000 plf W 1> 1.6 wind down ->Resolved From Plane 432.00 0/0/0 432.00 14/0/9 N DOWN 1.000 OF 10000 plf <Wl 1.6 wind down ->Resolved From Plane 432.00 0/0/0 432.00 14/0/9 N DOWN 1.000 OF Nil C 1 VPC File:CA0400491-01 OEl.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM ' Page: 9 of 54 User euUenits rrame L oaas iur runs 0C"Description Ma 1 Locl Offset H or V I Supp. Dir. Coe£ Loc. Side 1 I k Typroie E> torsion load due to E ->Resolved From Plane 0.60 16/0/0 NA NA N RIGHT 1.000 CL 1 k <E torsion load due to E ->Resolved From Plane -0.60 16/0/0 NA NA N LEFT 1.000 CL I k WI> torsion load due to wp->Resolved From Plane 0.60 16/0/0 NA NA N RIGHT 1.000 CL 1 k <W 1 torsion load due to wp->Resolved From Plane -0.60 16/0/0 NA NA N LEFT 1.000 CL 1 k WP torsion load due to ->Resolved From Plane -0.60 16/0/01 NA NA N LEFT 1.000 CL user Uennea rrame mne Luaus w, � a o—w— . Description Ma 1 Locl Mag2 Loc2 Su Dir. Coef. Loc. Side I 2 Units pif Type UO ' 0.7 wind ->Resolved From Plane 365.51 0/0/0 365.51 1510/10 N UP 1.000 OF 3 Plf UO 0.7 wind ->Resolved From Plane 365.51 0/0/0 365.51 15/0/10 N UP 1.000 OF 10000 pif UO 2.8 wind ->Resolved From Plane 1462.03 0/0/0 1462.03 14/0/9 N UP 1.000 OF 10000 plf W 1> 1.6 wind down ->Resolved From Plane -835.44 0/0/0 -835.44 14/0/9 N DOWN 1.000 OF 10000 Dif <Wl 1.6 wind down ->Resolved From Plane -835.44 0/0/0 -835.44 14/0/9 N DOWN 1.000 OF c 4 ❑V' 0 VPC File: CA0400491-01OEl.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 10 of 54 vacl ycuucu Side a ."UM Units I a .,.... u......� •... .. ••..••• •• Type Description Mal Loci Offset H or V Supp. Dir. Coef. Loc. 1 k E> torsion load due to E ->Resolved From Plane 0.60 16/0/0 NA NA N RIGHT 1.000 CL 1 k <E torsion load due to E ->Resolved From Plane -0.60 16/0/0 NA NA N LEFT 1.000 CL 1 k Wl> torsion load due to wp->Resolved From Plane 0.60 16/0/0 NA NA N RIGHT 1.000 CL 1 k <W 1 torsion load due to wp->Resolved From Plane -0.60 16/0/0 NA NA N LEFT 1.000 CL 1 k WP torsion load due to ->Resolved From Plane -0.60 16/0/0 NA NA N I LEFT 1.0001 CL User Defined Frame Line Loads for Cross Section: 3 Side I Units Type Description Ma 1 Locl Mag2 Loc2 Supp. Dir. Coef Loc. 2 plf UO 0.7 wind ->Resolved From Plane 189.00 0/0/0 189.00 15/0/10 N UP 1.000 OF 3 pif UO 0.7 wind ->Resolved From Plane 189.00 0/0/0 189.00 15/0/10 N UP 1.000 OF 10000 plf UO 2.8 wind ->Resolved From Plane 756.00 0/0/0 756.00 14/0/9 N UP 1.000 OF 10000 plf W 1> 1.6 wind down ->Resolved From Plane -432.00 0/0/ -432.00 14/0/9 N DOWN 1.000 OF 10000 if <Wl 1.6 wind down ->Resolved From Plane -432.00 0/0/0 -432.00 14/0/9 N DOWN 1.000 OF U n m VPC File:CA0400491-010EI.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 11 of 54 VPC File:CA0400491-OlO.El.vpc VPC Version :4.5d 2 ' 4 VPC File:CA0400491-OlO.El.vpc VPC Version :4.5d 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. Load Type Descriptions Date: 4/19/2004 D Design Report CA 0400491 Time: 10:37 AM Collateral Load CG Collateral Load for Gravity Cases Page: 12 of 54 Collateral Load for Wind Cases L Live Load Zeacttons� ' ERvanile Re oxt r . = � '° , " . ? n.. jam` 2 Shape: SHOP PL2 Partial Live, Full, 2 Spans Builder Contact: SCOTT J. JANUARY Project: CHARLENE SCHULTZ Name: BCM CONSTRUCTION Builder PO #: CHARLENE SCHULTZ Address: 2900 HIGHWAY 32 Jobsite: US2* SUITE 100 *US2 Unbalanced Snow Load 2, Shifted Left City, State Zip: CHICO, California 95973 City, State Zip: DURHAM, California 95953 Country: United States County, Country: Butte, United States Loads and Codes - Shape: SHOP Partial Load, Half, 1 Span PF2 City: DURHAM County: Butte State: California Country: United States Building Code: 2001 California Building Code Built Up: 89AISC Rainfall: 4.00 in per hour Based on Building Code: 1997 Uniform Building Code Cold Form: 89AISI Allow. Overstress: Building Use: Standard Occupancies Wind Load, Case 2, Right Frm: 1.03, Sec: 1.03, Brc: 1.03 Dead and Collateral Loads • W3> Live Load Collateral Gravity:0.00 psf Roof Covering + Second. Dead Load: 2.21 psf 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 (1.080) Design Snow (Sloped): 0.00 psf Seismic Importance: 1.000 Parts Wind Exposure Factor: 1.080 Snow Exposure Category (Factor): 1 Fully Exposed Framing Seismic Period: 0.2800 Wind Load, 11 Ridge, Right (1.00) Wind Load, 11 Ridge, Left Wind Enclosure: Enclosed Snow Importance: 1.000 Bracing Seismic Period: 0.0000 Wind Importance Factor: 1.000 Ground / Roof Conversion: 1.00 Framing R -Factor: 4.509 Base Elevation: 0/0/0 % Snow Used in Seismic: 0.00 Bracing R -Factor: 9 6099 Primary Zone Strip Width: N/A Seismic Snow Load: 0.00 psf Soil Profile Type: Stiff soil (D, 4) Parts / Portions Zone Strip Width: 3/0/0 Wind Brace Reaction, Case 4, Right Frame Redundancy Factor: 1.0000 Basic Wind Pressure: 17.70 psf WB5> Brace Redundancy Factor:1.5000 <WB5 Wind Brace Reaction, Case 5, Left Frame Seismic Factor (Cs): 0.2000 Wind Brace Reaction, Case 6, Right <WB6 Brace Seismic Factor (Cs): 0.2000 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. 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 USI* 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 PFI Partial Load, Full, 1 Span PHI Partial Load, Half, 1 Span PF2 Partial Load, Full, 2 Spans PH2 Partial Load, Half, 2 Spans W Wind Load Wl> Wind Load, Case 1, Right <Wl Wind Load, Case 1, Left W2> Wind Load, Case 2, Right <W2 Wind Load, Case 2, Left 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 WB1> Wind Brace Reaction, Case,l, 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 Brace 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 E> 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 VPC File:CA0400491-O I OEI.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM NAM Page: 13 of 54 *AL> Auxiliary Live Load, Right, Left <AL* Auxiliary Live Load, Left, Right <*AL Auxiliary Live Load, Left, Left AL* Aux Live, Right *AL Aux Live, Left AL*>(I) Auxiliary Live Load, Right, Right, Aisle 1 *AL>(1) Auxiliary Live Load, Right, Left, Aisle 1 <AL*(1) Auxiliary Live Load, Left, Right, Aisle 1 <*AL.(1) Auxiliary Live Load, Left, Left, Aisle 1 AL*(1) Aux Live, Right, Aisle 1 *AL(l) Aux Live, Left, Aisle I 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 <*AL(2) Auxiliary Live Load, Left, Left, Aisle 2 AL*(2) Aux Live, Right, Aisle 2 *AL(2) Aux Live, Left, Aisle 2 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 <*AL(3) 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 <*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 AL.B> Aux Live Bracing Reaction, Right <ALB Aux Live Bracing Reaction, Left WAL.B> Wind, Aux Live Bracing Reaction, Right <WAL.B Wind, Aux Live Bracing Reaction, Left ALB>(1) Aux Live Bracing Reaction, Right, Aisle 1 <ALB(1) 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 <AL.B(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 WALB>(4) Wind, Aux Live Bracing Reaction, Right, Aisle 4 <WALB(4) Wind, Aux Live Bracing Reaction, Left, Aisle 4 AL.B>(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 Ul User Defined Load - 1 U2 User Defined Load - 2 U3 User Defined Load - 3 U4 User Defined Load - 4 U5 User Defined Load - 5 U6 User Defined Load - 6 U7 User Defined Load - 7 U8 User Defined Load - 8 U9 User Defined Load - 9 UB User Brace Reaction UB 1 User Brace Reaction - 1 UB2 User Brace Reaction - 2 UB3 User Brace Reaction - 3 UB4 User Brace Reaction - 4 U135 User Brace Reaction - 5 UB6 User Brace Reaction - 6 UB7 User Brace Reaction - 7 UB8 User Brace Reaction - 8 UB9 User Brace Reaction - 9 R Rain Load T Temperature Load V Shear VPC File:CA0400491-01OEI.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time:10:37 AM ' Page: 14 of 54 Overall Building Description Shape Overall Overall Floor Area Wall Area Roof Area Max. Eave Min. Eave Max. Roof Min. Roof Peak Width Length s . ft. s . ft. (sq.•ft. Hei ht Height 2 Pitch Pitch Height SHOP 1 30/0/0 60/0/0 1 1800 1 2917 2649 1 16/0/0 16/0/0 1 1.000:12 1 1.000:12 17/3/0 ' Overall Shape Description Roof 1 Roof 2 1 From Grid I To Grid Width Length Eave Ht. Eave Ht. 2 Pitch Pitch 2 Dist. to Ride Peak Height A B I 1-A 1-B 30/0/0 1 60/0/0 16/0/0 16/0/0 1.000:12 1.000:12 15/0/0 17/3/0 VPC File:CA0400491-01OEl.vpc VPC Version :4.5d 2 M 4 VPC File:CA0400491-01OEl.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 15 of 54 Wall : 4, Frame at: 0/6/0 Design Load Combinations • Framing No. Origin Factor Application Description VPC File:CA0400491-010El.vpc VPC Version :4.5d 1 2 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 3 r System 1.000 1.0 D + 1.0 CG + 1.0 ASL^ D + CG + ASL^ 4 System 1.000 1.0 D + 1.0 CG + 1.0 ^ASL D + CG + ^ASL 5 System 1.333 1.0 D + 1.0 W I> + W 1> 6 System 1.333 1.0 D + 1.0 <WI D + <W1 7 System 1.333 1.0 D + 1.0 WP D + WP 8 System 1.333 1.0 D + 1.0 CG + 0.714 E> D + CG + F> 9 1 System 1 1.333 11.0 D + 1.0 CG + 0.714 <E ID + CG + <E VPC File:CA0400491-010El.vpc VPC Version :4.5d Date: 4/19/2004 - Design Report CA 0400491 Time: 10:37 AM ' Page: 16 of 54 Wall: 4, Frame at: 0/6/0 Frame ID:Rigid Frame Frame Type:Rigid Frame Values shown are resisting forces of the foundation. Reactions - Loaa 1 ype at v rame %-rubs Jecuvu: l Loa Case( Rig Case I LoadHLoad Case I rz )ut I t-oae Type Exterior Column Exterior Column X -Loc 0/0/0 X -Loc 0/0/0 30/0/0 VPC Version :4.5d Grid =Grid2 1-B 1-A 1-B Base Plate W x L (in.) 8 x 13 8 x 13 Ld Base Plate Thickness (in.) 0.375 0.375 Vy Hx Anchor Bolt QVMiam. (in.) 4-0.750 4-0.750 Cs Column Base Elev. 100'-0" 100'-0" Load Type Desc. Hx VY Hx V 0.57 9.74 D Frm 0.08 1.76 -0.08 0.62 - - - CG ' Frm - - - - 4 - L Frm 0.49 7.98 -0.49 2.76 - - ASL^ Frm - - - - - ^ASL Frm - - - -2.77 - W 1> Frm -3.43 -9.92 -1.80 -0.29 -0.73 <W 1 Frm 3.07 -6.82 2.92 -3.39 1.46 - WP Frm 0.65 -2.84 -0.65 -2.84 0.45 1 2.05 Fj Frm -0.52 -0.41 -0.30 0.39 - - - <E Frm 1 0.52 1 0.41 0.30 1 -0.39 - - - r came Reactions - LOau Vases it DI aulC %-I va. . Loa Case( Rig Case I LoadHLoad Case I rz )ut I t-oae au UPIIII (VY) Cas v (VY)M2z) i "°'ei (Mzz) ^ I . �"'� X -Loc 0/0/0 VPC File:CA0400491-OIOEl.vpc 30/0/0 VPC Version :4.5d Gridl - Grid2 1-B 1-A Ld Description Hx Vy Hx V Cs (application factor not shown 2 D + CG + L 0.57 9.74 -0.57 3.38 - - 3 D + CG + ASL^ 0.08 1.76 -0.08 0.62 - - 4 D + CG + ^ASL 0.08 1.76 -0.08 0.62 - - 5 D+Wl> -3.35 -8.16 -1.88 0.33 - 6 D + <W 1 3.15 -5.07 2.84 -2.77 - 7 ' D + WP 0.73 -1.08 -0.73 -2.22 - - - 8 D + CG + F> -0.30 1.46 -0.30 0.90 - - 9 D + CG + <E 1 0.45 1 2.05 1 • 0.14 1 0.34 d eft Loa Case( Rig Case I LoadHLoad Case I rz )ut I t-oae au UPIIII (VY) Cas v (VY)M2z) i "°'ei (Mzz) ^ I . �"'� VPC File:CA0400491-OIOEl.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 11:03 AM • Page: 17 of 54 F • A Maximum X -Loc Reactwns Grid Summa Ha left - Load ram n;; Hrz Right Load Hrz In Load Hrz Out Load Uplift Load Vrt Down Load Mom cw Load Mom ccw Load (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case in -k in -k 0/0/0 1-B 3:35 5 `3.15 6- - - 9.74 2 - - - - 30/Oi0 1-A 1.88 5 2.84 6 - - - - 2.77 6 3.38 2 - - - - VPC File:CA0400491-O I OEI.vpc VPC Version :4.5d t - Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM ' Page: 18 of 54 Wall: 4, Frame at: 30/0/0 Desi n Load Combinations Framing No. Origin Factor A :plication � Description VPC File: CA0400491-01OE1.VpC VPC Version :4.5d t 1 2 System D + CG + L 1.000 1.0 D + 1.0 CG + 1.0 L 3 System 1.000 1.0 D + 1.0 CG + 1.0 ASL- D + CG + ASL' 4 System . 1.000 1.0 D + 1.0 CG + 1.0 ^ASL D + CG + ^ASL 5 System 1.333 1.0 D+ 1.0 Wl> D+ Wl> 6 System .1.333 1.0 D + 1.0 <W l D + <W l . 7 System 1.333 1.0 D + 1.0 CG + 0.714 F> + CG + E> 8 System 1.333 1.0 D + 1.0 CG + 0.714 <E D + CG + <E 13 System Derived 1.333 1.0 D + 1.0 WP + 1.0 WB1> + WP + WB1> 14 System Derived 1.333 1.0 D + 1.0 WP + 1.0 <WBl D + WP + <WB1 15 System Derived 1.333 1.0 D + 1.0 CG + 0.214 E> + 1.071 EB> + CG + E> + EB> 16 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 1.071 EB> D + CG + <E + EB> 19 System Derived 1.333 1.0 D + 1.0 CG + 0.214 E> + 1.071 <EB D + CG + E> + <EB 20 System Derived 1 1.333 11.0 D + 1.0 CG + 0.214 <E + 1.071 <EB + CG + <E + <EB VPC File: CA0400491-01OE1.VpC VPC Version :4.5d t VPC File: CA0400491-01OE1.VpC VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 19 of 54 Wall: 4, Frame at: 30/0/0 Frame ID:Rigid Frame Frame Type:Rigid Frame Values shown are resisting forces of the foundation. rlCa�IIVIIJ-LVYY a 'Type X -Loc Gridl - Grid2 Base Plate W x L (in.) Base Plate Thickness (in.) Anchor Bolt Qty/Diam. (in.) Column Base Elev. Exterior Column 0/0/0 2-B 9 x 13 0.500 4-1.000 100'-0" Exterior Column 30/0/0 2-A 8 x 13 0.375 4-0.750 100'-0" 0/0/0 Load Type Desc. Hx Hz V Hx Vy 2-A D Frm 0.18 • - 3.57 -0.18 1.19 - - - CG Fnn - - - - - L Frm 0.52 13.67 -0.52 3.56 - - ASL^ Frm - - - - - - ^ ASL Frm - - - - - - - Wl> Frm -7.17 0.94 - - -19.50 -3.56 -0.26 - - - <W 1 Frm 6.46 - -12.91 5.74 -6.84 - - 1.95 - - E> Frm -1.45 - -1.09 -0.75 1.06 - - - <E Frm 1.45 - 1.09 0.75 -1.06 - - - WP Frm 1.59 - -5.19 -0.99 -5.78 - - - WBl> Brc -0.01 -5.74 -3.10 0.01 -0.02 - - - <WBl Brc 0.02 - 3.07 -0.02 0.04 - - - EB> Brc - -2.70 -1.46 - - <EB Brc 1 0.01 1 - 1 1.45 1 -0.01 1 0.02 1- - - r1 aulc c�cucuVUJ - X -Loc 0/0/0 30/0/0 Gridl -Grid2 2-B 2-A Ld Description Hz Vy Hx V Cs (application factor not shown2 D + CG + L rH - 17.24 -0.70 4.753 D + CG + ASL^ - 3.57 -0.18 1.194 D + CG + ^ASL - 3.57 -0.18 1.195 D+WI> - -15.92. -3.74 0.94 - - 6 D + <W 1 6.64 - -9.34 5.56 -5.65 - - 7 D + CG + E> -0.85 - 2.79 -0.72 1.95 - - .8 D+CG+<E 1.21 - 4.35 0.36 0.44 - - 13 D + WP + WB1> 1.76 -5.74 -4.71 -1.16 -4.61 - - 14 D + WP + <WB 1 1.80 - 1.46 -1.20 -4.55 - - 15 D + CG -+ E> + EB> -0.13 -2.89 1.78 -0.34 1.42 - VPC File:CA0400491-OIOEI.vpc VPC Version :4.5d X -Loc Grid Date: 4/19/2004 Load Design Report CA 0400491 Time: 10:37 AM Hrz In Load Hrz Out Page: 20 of 54 Uplift 16 D + CG + <E + EB> 0.49 -2.89 2.25 -0.02 0.96 - - - .(Hx) 19 D +, CG + E> + <EB -0.12 1 (Hz) 4.89 -0.35 1.44 - Case (-Mzz) - 20 D + CG + <E + <EB 0.50 Case 5.36 -0.03 0.98 - - - Mw:m..m 72 n�nfinnc Cumm�ry _ Fr�mino 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 (-Hx) Case .(Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case in -k in -k 0/0/0 2-B 6.99 5 6.64 6 5.74 13 - - -r37 17.24 2 - - - - 30/0/0 2-A 3.74 5 5.56 6 . - - - - 5.65 6 4.75 2 - - - - Bracing 1/ 9L'` X -Loc Grid Description 0/0/0 B-2 Diagonal bracing at base is attached to column. Reactions ARE included with frame reactions. VPC File:CA0400491-OIOEI.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM ' Page: 21 of 54 Wall : 4, Frame at: 59/6/0 Frame ID:Rigid Frame Frame Type:Rigid Frame Values shown are resisting forces of the foundation. iteacnons - L eau L ype at r rame %-runs aMuou. J - U«........, Type Exterior Column Exterior Column 0/0/0 X -Loc 0/0/0 30/0/0 Gridl - Grid2 Gridl - Grid2 3-B. 3-A 3-A Base Plate W x L (in.) . 8 x 13 8 x 13 Hz VLy Base Plate Thickness (in:) 0.375 0.375 (application factor not shown) ) Anchor Bolt Qty/Diam. (in.) 4-0.750 4-0.750 (k) 2 Column Base Elev. 100'-0" 100'-0" 9.74, -0.57 Load Type Desc. Hx I Hz Vy Hx V -0.08 0.62 - - - D Frm 0.08 - 1.76 -0.08 0.62 - - - CG Frm - - - - -2.08 - - - L Frm 0.49 - 7.98 -0.49 2.76 - - - ASL^ Frm - - - - - - 0.74 - ^ASL • Frm - - - - - - - Wl> Frm. -3.84 - -10.22 -2.00 - - -3.91 - <W 1 Frm 3.48 - -6.53 3.12 -3.69 - - - E> Frm -0.93 - -0.71 -0.50 0.69 - - - <E Frm 0.93 - 0.71 050 -0.69 - - WP Frm 1.06 - -2.54 -0.46 -3.13 - WBI> Brc - - 3.11 - - - - <WB1 Brc 0.01 5.74 -3.13 -0.01 0.02 - - - EB> Brc - 1.46 - - - - <EB Brc 1 1 2.70 1 -1.47 1 - I- - v rame tceacuuns - a,uau �,ascs aL - -IU ... - U«........, X -Loc 0/0/0 30/0/0 Gridl - Grid2 3-B 3-A Ld Description Hx Hz VLy Hx V Cs (application factor not shown) ) (k) (k) 2 D + CG + L 0.57 - 9.74, -0.57 3.38 - - 3 D + CG + ASL^ 0.08 - 1.76 -0.08 0.62 - - - 4 D + CG + ^ASL 0.08 - 1.76 -0.08 0.62 - 5 D + W l> -3.76 - -8.46 -2.08 0.62 6 D + <W l 3.56 - 4.77 3.04 -3.07 - - - 7 D + CG + E> -0.58 - 1.25 -0.43 1.11 - - 8 D + CG + <E 0.74 - 2.26 0.28 0.12 - 13 D + WP + WB1> 1.13 - 2.33 -0.53 -2.51 - - - 14 D + WP + <WBI 1.15 5.74 -3.91 -0.55 -2.50 - - 15 D+CG+E>+EB> -0.12 - 3.18 -0.19 0.77 VPC File:CA0400491-01 OEI.vpc VPC Version :4.5d Bracing�g ,q6 X -Loc _ Grid Description 0/0/0 B-3 Diagonal bracing at base is attached to column. Reactions ARE included with frame reactions. .. .�`4.',.�', '7`a�!�.-+�,,., � :`�-�•�ki. '3"< '• _ ._ :.5�.,'z`', ,.. �_: .i�vi `.:� a.�Y ��.ztd _ _ �J.`^ _ s .'1 t r. s VPC File:CA0400491 -01 OE I.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Down Load Mom cw Page: 22 of 54 Mom ccw 16 D + CG + <E + EB> 0.28 (-Hx). 3.48 0.03 0.47 (-Hz) Case (Hz) - (-Vy) Case 19 D + CG + E> + <EB 0.12 2.89 0.03 -0.19 0.77 - - 20 D + CG + <E + <EB 0.28 2.89 0.33 0.03 in -k in -k Maximum Reactions Summa - Framin 0/0/0 3-13 3.76 5 3.56 6 X -Loc Grid Hrz left Load Hrz Right Load Hrz Tn 'Load Hrz Out Load Uplift Load Vrt 3-A 2.08 5 1 3.04 6 - - 3.07 6 3.38 2 - - - - Bracing�g ,q6 X -Loc _ Grid Description 0/0/0 B-3 Diagonal bracing at base is attached to column. Reactions ARE included with frame reactions. .. .�`4.',.�', '7`a�!�.-+�,,., � :`�-�•�ki. '3"< '• _ ._ :.5�.,'z`', ,.. �_: .i�vi `.:� a.�Y ��.ztd _ _ �J.`^ _ s .'1 t r. s VPC File:CA0400491 -01 OE I.vpc VPC Version :4.5d Down Load Mom cw Load Mom ccw Load (-Hx). Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-M22) Case (Mzz) Case . in -k in -k 0/0/0 3-13 3.76 5 3.56 6 - 5.74 14 fi4-45' 9.74 2 - - - 30/0/0 3-A 2.08 5 1 3.04 6 - - 3.07 6 3.38 2 - - - - Bracing�g ,q6 X -Loc _ Grid Description 0/0/0 B-3 Diagonal bracing at base is attached to column. Reactions ARE included with frame reactions. .. .�`4.',.�', '7`a�!�.-+�,,., � :`�-�•�ki. '3"< '• _ ._ :.5�.,'z`', ,.. �_: .i�vi `.:� a.�Y ��.ztd _ _ �J.`^ _ s .'1 t r. s VPC File:CA0400491 -01 OE I.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time:10:37 AM Page: 23 of 54 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: SHOP Origin Factor Loads and Codes - Shape: SHOP 1 System City: DURHAM County: Butte State: California Country: United States Building Code: 2001 California Building Code Built Up: 89AISC Rainfall: 4.00 in per hour Based on Building Code: 1997 Uniform Building Code Cold Form: 89AIS1 Allow. Overstress: Building Use: Standard Occupancies 4 Frm: 1.03, Sec: 1.03, Brc: 1.03 Dead and Collateral Loads 0.714 <E <E Live Load Collateral Gravity:0.00 psf Roof Covering + Second. Dead Load: 2.21 psf 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 Wind Speed: 80.00 mph Wind Exposure (Factor): C (1.080) Parts Wind Exposure Factor: 1.080 Snow Load Ground Snow Load: 0.00 psf Design Snow (Sloped): 0.00 psf Snow Exposure Category (Factor): (1.00) Wind Enclosure: Enclosed Snow Importance: 1.000 Wind Importance Factor: 1.000 • Ground / Roof Conversion: 1.00 Base Elevation: 0/0/0 % Snow Used in Seismic: 0.00 Primary Zone Strip Width: N/A Seismic Snow Load: 0.00 psf Parts / Portions Zone Strip Width: 3/0/0 Basic Wind Pressure: 17.70 psf 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 Girts are supporting:Metal Wall Panels Seismic Load Seismic: Zone 3 Seismic Importance: 1.000 1 Fully Exposed Framing Seismic Period: 0.2800 Bracing Seismic Period: 0.0000 Framing R -Factor: 4.5000 Bracing R -Factor: 3-(980 i Soil Profile Type: Stiff soil (D, 4) Frame Redundancy Factor: 1.0000 Brace Redundancy Factor: 1.5000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.2000 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. No. , Origin Factor Application Description 1 System 1.333 1.0 W 1> Wl> 2 System 1.333 1.0 <WI <WI 3 System 1.333 0.714 E> E> 4 System 1.333 0.714 <E <E VPC File:CA040049 1 -01 OE I.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM ' Page: 24 of 54 Lla onai Mem. bracing mcniuvi "CJS Bracing a OU3.31114I Length J. Angle va n Design Seismic Stress Stress Governing Design Comment No. Shape ft K, tensile fracture of web OK => passed Slot: F = 3.22k, E factor =1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear Axial Factor Factor Ratio Load Case Status 1 R0.375 33.2727.0 -3.22 1.0000 1.3333 0.829 1.0<Wl passed 2 R0.375 33.28 27.0 -3.22 1.0000 1.3333 0.829 1.OWI> assed Mem.1 End I Diagonal Connection Design Information 1 Left Slot: F = 3.22k, E factor =1.000, stress increase =1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear Right I OK, tensile fracture of web OK => passed Slot: F = 3.22k, E factor =1.000, stress increase =1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear 2 Left OK, tensile fracture of web OK => passed ' Slot: F = 3.22k, E factor =1.000, stress increase = 1'.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear Right K, tensile fracture of web OK => passed Slot: F = 3.22k, 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 ' s VPC File: CA0400491-01 OEl.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 25 of 54 Diasonai Mem. isracing memoer uesi Bracing n Summary; Length rvvi Angle n Design Seismic Stress Stress Goveming Design Comment No_ Shape ft OK, tensile fracture of web OK => passed lot: F = 3.22k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear Axial ) Factor Factor Ratio Load Case Status 1 R0.375 33.27 27.0 -3.22 1.000 1.3333 0.829 1.0<Wl passed 2 R0.375 33.27 27.0 -3.22 1.0000 1.3333 0.829 1.0W1> passed Mem. End Diagonal Connection Design Information 1 Left Slot: F = 3.22k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear Right OK, tensile fracture of web OK => passed Slot: F = 3.22k, E factor = 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear 2 Left OK, tensile fracture of web OK=> passed Slot: F = 3.22k, E factor =.1.000, stress increase =1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web punching shear Right OK, tensile fracture of web OK => passed lot: F = 3.22k, 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 => pLssed t . VPC File:CA0400491-OIOE1.vpc. VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 26 of 54 f Y . f VPC File:CA0400491-01 OEI.vpc VPC Version :4.5d . i Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM ' Page: 27 of 54 Mem. Bracing Length Angle Design Seismic i tress Stress Governing Design Comment No. Shape ft unching shear OK, tensile fracture of web OK =>. passed Axial Factor Factor Ratio Load Case Status 1 R 0.5 33.38 28.5 -6.53 1.0000 1.3333 0.945 1.OW1> passed 2 R0.5 33.38 28.5 -6.53 1.0000 1.3333 0.945 1.0<Wl assed Mem. End Diagonal Connection Design Information 1 Left lot w/ Back pl: F = 6.53k, E factor =1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web unching shear OK, tensile fracture of web OK => passed Right Slot w/ Back pl: F = 6.53k, E factor =1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web unching shear OK, tensile fracture of web OK =>. passed 2 Left Slot w/ Back pl: F = 6.53k, E factor =1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OK, web direct shear OK, web unching shear OK, tensile fracture of web OK => passed Right Slot w/ Back pl: F = 6.53k, 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:CA0400491-01 OEl.vpc VPC Version :4.5d Design Report CA 0400491 Date: 4/19/2004 Time: 10:37 AM Page: 28 of 54 W..11 A. f'.. Mem. Bracing Length Angle Design Seismic Stress Stress Goveming Design Comment No. Shape Aft OK, tensile fracture of web OK => passed Axial Factor Factor Ratio Load Case Status 1 R 0.375 32.63 25.5 -0.32 1.0000 1.3333 0.082 0.7141> passed 2 R 0.375 32.64 25.5 -0.32 1.0000 1.3333 0.082 0.714<E assed Mem. End Diagonal Connection Design Information 1 Left Slot: F = 0.32k, 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 = 0.32k, E factor= 1.000, stress increase = 1.333, slot offset = 2.00in., web/flange weld OF, web direct shear OK, web punching shear OK, tensile fracture of web OK => passed 2 Left Slot: F = 0.32k, 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 = 0.32k, 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 �... . _ ,iu 7 + •a c 3��; sc'I '� ...�, r - _ - a it' .u3 .,c - v- ,011 VPC File:CA0400491-01 OE1.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM + Page: 29 of 54 Loads and Codes - Shape: SHOP City: DURHAM County: Butte State: California Country: United States Building Code: 2001 California Building Code Built Up: 89AISC Rainfall: 4.00 in per hour Based on Building Code: 1997 Uniform Building Code Cold Form: 89AISI Allow. Overstress: Building Use: Standard Occupancies Frm: 1.03, Sec: 1.03, Brc: 1.03 Dead and Collateral Loads Collateral Gravity:0.00 psf Collateral Uplift: 0.00 psf Wind Load ' Wind Speed: 80.00 mph Wind Exposure (Factor): C (1.080) Parts Wind Exposure Factor: 1.080 Wind Enclosure: Enclosed Wind Importance Factor: 1.000 Base Elevation: 0/0/0 Primary Zone Strip Width: N/A Parts / Portions Zone Strip Width: 3/0/0 Basic Wind Pressure: 17.70 psf - Roof Covering + Second. Dead Load: 2.21 psf Frame Weight (assumed for seismic):2.50 psf Snow Load Ground Snow Load: 0.00 psf Design Snow (Sloped): 0.00 psf Snow Exposure Category (Factor): 1 Fully Exposed (1.00) Snow Importance: 1.000 Ground / Roof Conversion: 1.00 % Snow Used in Seismic: 0.00 Seismic Snow Load: 0.00 psf Live Load Live Load: 20.00 psf Reducible LL for Below Eave Canopy:N/A Seismic Load Seismic: Zone 3 Seismic Importance: 1.000 Framing Seismic Period: 0.2800 Bracing Seismic Period: 0.0000 Framing R -Factor: 4.5000 Bracing R -Factor: 5.6000 Soil Profile Type: Stiff soil (D, 4) Frame Redundancy Factor: 1.0000 Brace Redundancy Factor: 1.5000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.2000 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 - Purlin 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 CG + 0.714 EB> D + CG + EB> 3 System Derived 1.700 1.200 D + 1.200 CG + 1.0 EB> + CG + EB> 4 System Derived 1.333 1.0 D + 1.0 CG + 0.714 <Eb D + CG + <EB 5 System Derived 1.700 1.200 D + 1.200 CG + 1.0 <EB D + CG + <EB 6 System Derived 1.333 1.0 D+ 1.0 Wl>+ 1.0 WB1> D + W1>+ WB1> 7 System Derived 1.333 1.0 D + 1.0 <W2 + 1.0 WB I> D + <W2 + WB1> 8 System Derived 1.333 1.0 6 +1.0W1>+1.0<WB1 D +Wl>+<WBI 9 1 System Derived 1 '1.333 11.0 D + 1.0 <W2 + 1.0 <WBl ID + <W2 + <WB1 Design Load Combinations - Girt No. Origin Factor Application Description 1 System 1.333 1.0 Wl> Wl> 2 System 1.333 1.0 <W2 <W2 3 . System 1.333 1.0 W3> W> 4 Sys 1.333 1.0 <W4 <W4 Deflection Load Combinations - Girt No. Origin Factor Deflection Application Description 1 System 1.000 120 0.750 W 1> Wl> 2. System 1.000 120 0.750 <W2 <W2 3 System 1.000' 120 0.750 W3> W> 4 S stem 1.000 120 0.750 <W4 <W4 VPC Fi1e:CA0400491-0I0El.vpc VPC Version :4.5d 1 Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 30 of 54 Wall: 1 Dimension Key 1 4'-0" 2 3'-51/4" ➢R.. ... Ce .. d., . Te fn. C6., u CAf1D nn C;du 1 Des Len Description Design Detail Lap Exterior Interior Exterior % % % % Ld LapHO.970.00 % % Ld % % % % Ld Lap Id ft Status in. Bnd Shr Cmb We Cs in. Cmb W Cs Bnd Shr Cmb We Cs (in. 1,1 30.00 8.50x0.082 Z Sim Yes 0 0.97 0.00 12,1 30.00 8.50x0.092 Z Sim Yes 0 0.97 0.00 1 M ....:........ Ce...... d.,... Teilent:nnc fn. Qh- Qufly nn C:do 1 Design Id Segment I Deflection in. Ratio I Location ft Load Case Description 1 2 1 1 1 2.41 2.39 (U149) 15.00 1 Wl> U150 15.00 1 Wl> VPC File:CA040049 1 -01 OELvpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM NAM Page: 31 of 54 Wall :2 Dimension Key 1 6" 2 4'-0" 3 3'-51/4" ' 4 3'-6 3/4" 5 3'-4" 6 1'-5" 7 l'-9" 8 2'-6 3/4" eR__e _.._ o__.._.i.. _. T....:...... C-- c{....... CIIAD .... CIA. 7 _ Des Len . Description Design Detail Lap Exterior Interior Exterior % % % % Ld Lap % % % % Ld % % % % L.d Lap Id ft 4 2 Status in. Bnd Shr Cmb We Cs in. Bnd Shr Cmb W Cs Bnd Shr Cmb W Cs in. 1,1 7.44 8.50x0.059 C Sim Yes 0 0.24 0.14 0.24 0.00 2 2.1 7.44 8.50x0.059 C Sim Yes 0 0.05 0.01 0.05 0.00 2 3,1 24.75 8.50x0.059 Z Sim Yes 0' 1.01 0.00 1.01 0.00 1 . 4,1 1.42 8.50x0.059 Z Sim Yes 0 0.00 0.00 0.00 0.00 1 4,2 1.75 8.50x0.059 Z Sim Yes 0 0.01 0.00 0.01 0.00 1 5,1 3.33 8.50x0.059 WD Sim Yes 0 0.00 0.00 0.00 0.00 1 6,1 29.50 8.500.092 Z Sim Yes 0 0.98 0.00 0.98 0.00 1 6,2 1.75 8.504.059 Z Sim Yes 0 0.01 0.00 0.01 0.00 1 7,1 29.50 8.500.082 Z Sim Yes 0 0.95 0.00 0.95 0.00 1 7,2 • 1.75 8.500.059 Z Sim Yes 0 0.01 0.00 0.01 0.00 1 8,1 15.00 8.500.059 C Sim Yes 0 0.49 0.01 0.49 0.00 2 9,1 15.00 8.500.059 C Sim Yes 0 0.97 0.11 0.97 0.00 2 10,1 15.75 8.500.059 Z Sim Yes 0 0.43 0.00 0.43 0.00 1 11,1 15.75 8.50x0.059 Z Sim Yes 0 0.48 0.00 0.48 0.00 1 12,1 15.75 8.500.059 Z Sim Yes 0 0.44 0.00 0.44 0.00 1 13,1 12.00- 8.500.059 C Sim Yes 0 0.04 0.00 0.04 0.00 1 14,1 29.50 8.50x0.120 Z Sim I Yes 1 0 0.92 10.04 10.92 10.00 1 1 M ....:........ Ce...... d.,.., T%.n-+;- fns Qh- zTjnp nn Cidn 1 Design Id Segment Deflection in. Ratio Location ft Load Case Description 1 1 0.04 ( LJ2369) 4.00 1 W 1> 2 1 0.00 ( U9798) 3.50 1 Wl> 3 1 1.42 ( LJ209) 12.50 1 W l> 4 1 - 4 2 - - - - 5 1 - 6 1 2.41 (U147) 15.00 1 Wl> VPC File:CA0400491-010El.vpc VPC Version :4.5d Date: 4/19/2004 _ Design Report CA 0400491 Time: 10:37 AM ' Page: 32 of 54 6 2 - - - - 7 1. 2.29. ( IJ155) 14.50 1 Wl> 7 2 - - - - • 8 1 0.38 ( U478) 7.50 1 Wl> , 9 1 0.73 ( U247) 7.50 1 Wl> 10' 1 0.25 ( IJ761 )' 8.00 1 Wl> 11 1 0.28 ( L/682) 8.00 1 Wl> 12 1 0.25 ( LJ750) 8.00 1 Wl> 13 1- - - - - 14 1 2.69 L131 14.50 1 1 Wl> VPC File:CA040049 1 -01 OEl.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 33 of 54 Wall : 3 Dimension Key 1 4'-0" 2 3'-5 1/4" 3 1'-9" ' 4 4'-51/4" Maximum Secondary Desityns for Shane SHOP on Side 3 Des Len Description Design Detail Lap Exterior Interior Exterior % % % % Ld Lap % % % % Ld % % % % Ld Lap Id ft W 1> Status in. Bnd Shr Cmb W Cs in. Bnd Shr Cmb W Cs Bnd Shr Cmb W Cs (in. 1,1 15.27 8.50x0.065 C Sim Yes 0 (U304) 10.00 1 W 1> 8 1 0.94 0.10 0.94 0.00 2 2,l 14.47 8.50x0.059 C Sim Yes 0 0.41 0.12 0.41 0.00 2 3,1 20.25 8.500.059 Z Sim Yes 0 0.69 0.00 0.69 0.00 1 4,1 1.75. 8.500.059 Z Sim Yes 0 0.01 0.00 0.01 0.00 3 5,1 20.25 8.500.059 Z Sim Yes a 0.77 0.00, 0.77 0.00 1 6,1 8.00 8.500.059 C Sim Yes 0 0.12 0.00 0.12 0.00 1 7,1 20.25 8.50x0.059 Z Sim Yes 0 0.85 0.00 0.85 0.00 1 8,1. 8.00 8.50x0.059 C Sim Yes 0 0.07 0.00 0.07 0.00 1 Maximum Secondary Deflectinns for Shane SHOP nn Ride 3 Design Id Segment Deflection in. Ratio Location ft Load Case Description 1 .1 0.76 ( U240) 7.50 1 W 1> 2 1 0.28 (U611) 7.00 1 W 1> 3 1 0.66 (U370) 10.00 1 W 1> 4 1 - - - - 5 1 0.73 ( L/332) 10.00 1 W 1> 6 1 0.00 ( IJ4914) 4.00 1 W 1> 7 1 0.80 (U304) 10.00 1 W 1> 8 1 1 0.00 U8966) 1 4.00 1 1 1 Wl> VPC Fi1e:CA0400491-01 OEl.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 34 of 54 Wall: 4 Dimension Key 1 6" 2 4'-0" 3 3'-51/4" 4 3'-0 3/4" Maximum Secnndary Desiuns fnr Shane SHOP an Side 4 Des Len Description Design Detail Lap Exterior Interior Exterior % % % % Ld Lap % % % % I Ld % % % % Ld Lap Id (ft) - Status Bnd Shr. Cmb Wcp Cs in. Bnd Shr Cmb. Wcp Cs Bnd Shr Cmb Wcp Cs in. 1,1 :, 29.50 8.500.082 Z Sim Yes _LL 0 0.95 0.00 0.95 0.00 1 1,2 29.50 8:500.082 Z Sim Yes 0 0.95 0.00 0.95 0.00 1 Maximum Secnndary Deflectinns fnr Shane SHOP nn Side 4 Design Id Segment Deflection in. Ratio Location ft Load Case Description 1 - 1 1 2 2.29 2.29 ( U155) LJ155 14.50 44.00 1 Wl> 1 WI> VPC File:CA0400491-O I OEI.vpc VPC Version A.5d t Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 35 of 54 Roof: A /tip 1 -7c -al Maximum Secondary Designs fnr Shane SAnP nn Side A 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 W Cs Bnd Shr Cmb We Cs in. 1,1 30.00 8.50x0.082 Z Con Yes 30 0.96 0.26 0.96 0.00 1 0.67 0.15 0.74 0.62 1 24 1,2' 30.00 8.50x0.082 Z Con Yes 30 0.67 0.15 0.74 0.62 1 24 0.96 0.26 0.96 0.00 1 2,1 30.00 8.50x0.082 Z Con. Yes 30 0.92 0.27 0.92 0.00 1 0.72 0.16 0.79 0.66 °1 30 2,2 30.00 8.50x0.082 Z Con Yes 30 0.72 0.16 0.79 0.66 1 30 0.92 0.27 0.92 0.00 1 3,1 .30.00 8.50x0.092 EZ Sim Yes 0 1.01 0.00 1.01 0.00 1 3 2 30.00 8.50x0.092 EZ Sim Yes 0 1.01 0.00 1.01 0.00 1 1 Maximum Secnndary TMIPrtinns Mr Shane SFi(lP nn Lida A Design Id Segment Deflection in. Ratio Load Case Description 1 1 - - -Location(ft) - - - 1 2 - - - - 2- 2 2 - - - - - 3- 3 2 VPC File:CA040049 1 -0 1 OELvpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 36 of 54 Roof : B Des Len Description Design vDetail Lap Exterior Interior Exterior % % % % Ld Lap % % % % L.d % % % % L.d Lap Id ft Status in. Bnd Shr Cmb W Cs in. Bnd Shr Cmb We Cs Bnd Shr Cmb WcP Cs 1,1 30.00 8.500.082 Z Con 'Yes 30 0.96, 0.26 0.96 0.00 1 0.67 0.15 0.74 0.62 1 24 1,2 30.00 8.500.082 Z Con • Yes 30 0.67 0.15 0.74 0.62 1 24 0.96 0.26 0.96 0.00 1 2,1 30.00 8.500.082 Z Con Yes 30 0.92 0.27 0.92 0.00 1 0.72 0.16 0.79 0.66 1 30 2,2 30.00 8.500.082 Z Con Yes 30 0.72 0.16 0.79 0.66 1 30 0.92 0.27 0.92 0.00 1 3,1. 30.00 8.500.073 EZ Sim Yes 0 0.00 0.01 0.00 0.91 1 3,2 30.00 8.500.073 EZ Sim Yes 1 0 1 1 1 0.00 0.19 0.00 0.91 1 1 Desi • Id vSegment � Deflection in.' - Ratio Location ft Load Case Description 1 1 - - - - - 1 2 - - - - 2 1 - - - - - 2 2 - - - - 3- 3 2 - - - - - •" Sha e v Force Resistance Numb. Purlins Roof Angle itch A B 0.00 0.00 2.96 2.64 4 4 4.764 ( 1.000:12 ) 4.764 1.000:12 J VPC File:CA0400491-01 OELvpc VPC Version :4.5d • Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM . Page: 37 of 54 Wall : 4 - Canopy 1 1�R....:........ C.........1--., n -..:....e f- Ch....e CAf1P nn C:.le d Des Len Description Design Detail Lap Exterior Interior Exterior % % ;% % Ld Lap % % % % Ld % % % % Ld Lap Id ft - Status inJ Bnd Shr Cmb W Cs in. Bnd Shr Cmb W Cs Bnd Shr Cmb W Cs in. 1,1 30.00 8.50x0.073 Z Can ' Yes 36 1.03 0.00 1.03 0.00 7. 0.79 0.20 0.79 0.00 7 .36 1,2 30.00 8.50x0.073 Z'Con Yes 36 0.79 0.20 0.79 0.00 7 36 1.03 0.00 1.03 0.00 7 2,1 30.00 8.50x0.073 EZ Sim Yes 0 0.83 0.00 0.83 0.00 7 2,2 1 30.001 8.50xO.O73•EZSim Yes 0 0.83 0.00 0.83 0.00 7 M.. d:........ Ce..n..d�.v ".41-Hnnc fn Ch... CRAP COdn d Design Id Segment ' Deflection in. Ratio Location fl . Load Case Description - 1 2- - - - - 2 1 -• - - - - 2 2 1- - - - Purlin Anchorage Forces ape Force Resistance Numb. Purlins Roof Angle itch Canopy 1 0.00 2.21 4 4.764 1.000:12 r„ i .� .s. s+F'h a `.K-30,00.1 c�.v A t -'�,.n" �MAN ti . Z' VPC File:CA0400491-0I0ELvpc VPC Version :4.5d 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 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 this specific building site. 1 - VPC VPC File:CA0400491-010El.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 38 of 54 carting Sumri Ile ort -:r .`M"' � 7� YT � Loads and Codes - Shape: SHOP City: DURHAM County: Butte State: California Country: United States Building Code: 2001 California Building Code Built Up: 89AISC Rainfall: 4.00 in per hour ' Based on Building Code: 1997 Uniform Building Code Cold Form: 89AISI Allow. Overstress: Building Use: Standard Occupancies Frm: 1.03, Sec: 1.03, Brc: 1.03 Dead and Collateral Loads Live Load Collateral Gravity:0.00 psf, Roof Covering +Second. Dead Load: 2.21 psf 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 (1.080) . Design Snow (Sloped): 0.00 psf Seismic Importance: 1.000 ` Parts Wind Exposure Factor: 1.080. Snow Exposure Category (Factor): 1 Fully Exposed Framing Seismic Period: 0.2800 (1.00) Wind Enclosure: Enclosed Snow Importance: 1.000 Bracing Seismic Period: 0.0000 . Wind Importance Factor: 1.000 Ground / Roof Conversion: 1.00 Framing R -Factor: 4.5000 Base Elevation: 6/0/0 % 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: '3/0/0 Frame Redundancy Factor: 1.0000 Basic Wind Pressure: 17.70 psf Brace Redundancy Factor: 1.5000 Frame Seismic Factor (Cs): 0.2000 Brace Seismic Factor (Cs): 0.2000 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 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 this specific building site. 1 - VPC VPC File:CA0400491-010El.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 39 of 54 * Wall : 4, Frame at: 0/6/0 Frame Cross Section: 1 15 5 0 Dimension Key 2 4'-0" 3 3'-51/4" 4 3'-6 3/4", 5 1'-6 11/16" 6 2 @ 4'-1 1/4" 7 3 3/8" 8 2'-6 3/4" 9 1'-0" 10 2 @ 3'-6" 11 2 @ 3'-4 5/8" 12 17'-3" 13 14'-0 9/16" 1.000:12 ,y Frame Clearances Horiz. Clearance between members 1(CX001) and 4(CX002): 28'-0" Vert. Clearance at member 1(CX001): 13'-4 3/8" Vert. Clearance at member 4(CX002): 14'-7 7/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VPC File:CA0400491-010E1.vpc VPC Version :4.5d + Date: 4/19/2004 I&- Design Report CA 0400491 Time: 10:37 AM Page: 40 of 54 Frame Location Design Parameters: 1 0/6/0 1 15/3/0 "d Frame 1 90.0000 1 1 - I Stress Check _-1 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. ilecian i.nnd rnmhinatinnc - Framing No. Ori 'n Factor Application Description 1 User 1.000 1.0 D + 1.0 UO D+UO 2 System 1.000 1.0 D + 1.0 CG + 1.0 L D + CG + L 3 System 1.000 1.0 D + 1.0 CG + 1.0 ASL^ D + CG + ASL^ 4 System 1.000 1.0 D + 1.0 CG + 1.0 ^ASL D + CG + ^ASL 5 System 1.333 1.0 D+ 1.0 Wl> D+ Wl> 6 System •1.333 1.0 D+ 1.0 <WI D+<WI 7 System ' 1.333 1.0 D + 1.0 WP D + WP 8 System 1.333 1.0 D + 1.0 CG + 0.714 E> + 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 + F> 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 + F> 13 1 Special 1 1.700 11.200 D + 1.200. CG + 2.800 <E + CG + <E Frame Memher Sizes Mem. No. Fig Width in. Fig Thk in. Web Thk in. Depthl. in. 4Depth2 in.ft Length Weight Fig Fy i Web Fy (ksi Splice Jt.l. Codes Jt.2 Shape 1001 5.00 0.1875 0.1644 9.00 2.83 14.05 231.7 50.00 50.00 SS SS 3P 1 5.00 0.1875 0.1345 12.00 12.00 15.29 198.5 50.00 50.00 BP KN 3P 2 5.00 0.1875 0.1345 24.00 9.01 15.05 221.9 50.00 50.00 KN SP 3P 3 5.00 0.1345 0.1345 * 9.00 9.00 15.05 135.0 50.00 50.00 SP KN 3P 4 5.00 0.1345 0.1345 12.00 12.00 15.29 1 170.11 50.00 1 50.00 1 BP I KN 3P Total Frame Weight = 957.3 (p) (Includes all plates) Frame Pricing Weight = 1051.3 (p) (Includes all pieces) Rnundary rnndition 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 1 0/0/0 16/0/0 Yes Yes Yes 0/0/0 0/0/0 0.0000 Frame Reactions - Load Cases at Frame Cross Section:1 Maximum Reactions Summa - Framing X -Loc Grid I Hrzleft jLoadjHrzRightjLoadj HrzIn jLoadj Hrz Out jLoadj Uplift ILoadjVrt DownlLoadl Mom cw jLoadjMorn ccwl Load VPC File:CA040049 1 -0 1 OE I.vpc VPC Version :4.5d X -Loc 0/0/0 0/0/0,16/0/0 30/0/0 Gridl -Grid2 1-B 1-B 1-A Ld Description Hx V Hx V Mzz Hx V Cs (application factor not shown 1 D+UO 0.77 -14.45 - -9.88 -0.77 0.57 - 2 D + CG + L 0.57 9.74 4.13 -0.57 3.38 - - 3 D + CG + ASL^ 0.08 1.76 - 0.71 7-1.88 -0.08 0.62 - - 4 D + CG + ^ASL 0.08 1.76 - 0.71 -0.08 0.62 - - 5 D + W 1> -3.35 -8.16 ✓ 0.38 -3.83 0.33 - - 6 D + <W 1 3.15 -5.07 0.38 -3.83 324 2.84 -2.77 - - 7 D+WP 0.73 -1.08 - 0.71 -60 -0.73 -2.22 - - 8 D + CG + E> -0.30 1.46 -0.15 0.70 -60 -0.30 0.90 - - 9 D + CG + <E 0.45 1 2.05 1 0.15 1 0.72 1 -61 1 0.14 1 0.34 1 - Maximum Reactions Summa - Framing X -Loc Grid I Hrzleft jLoadjHrzRightjLoadj HrzIn jLoadj Hrz Out jLoadj Uplift ILoadjVrt DownlLoadl Mom cw jLoadjMorn ccwl Load VPC File:CA040049 1 -0 1 OE I.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time:10:37 AM KAMM Page: 41 of 54 rg.t6" Sum of Forces with Reactions Check - Framing Load Type Horizontal Load Reaction (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (VY) Case (-Mzz) Case (Mzz) Case L 0.00 0.00 10.74 10.74 ASL^ 0.00 0.00 0.00 0.00 ^ASL 0.00 0.00 0.00 in -k Wl> in -k 5.24 0/0/0 1-B 3.35 5 3.15 6 - - - 0.00 r9lt 5- 1 9.74 2 - - - - 0/0/0 16/0/0 0.15 8 0.38 5 - - - - 9.88 1 4.13 2 353.1 2 846.3 1 30/0/0 1-A 1.88 5 2.84 6 - - - - 2.77 6 3.38 2 - - - - rg.t6" Sum of Forces with Reactions Check - Framing Load Type Horizontal Load Reaction Vertical Load Reaction D 0.00 0.00 2.68 2.38 U0 0.00 0.00 16.25 16.25 CG 0.00 0.00 0.00 0.00 L 0.00 0.00 10.74 10.74 ASL^ 0.00 0.00 0.00 0.00 ^ASL 0.00 0.00 0.00 0.00 Wl> 5.24 5.24 10.21 10.21 <WI 5.99 5.99 10.21 10.21 WP 0.00 0.00 5.67 5.67 F> 0.83 0.83 0.02 0.02 <E 1 0.83 1 0.83 0.02 1 0.02 Base Plate mary X -Loc Grid Mem. Thickness Width I Length Num. Of Bolt Diam. Type Welds to Welds to Welding No. No. in. in. in. Bolts (in.) in. Flange Web 0/0/0 1-B 1 0.375 8 13 4 0.750 A36 OS -0.1875 OS -0.1875 30/0/0 1-A. 4 0.375 8 13 4 0.750 A36 OS -0.1875 OS -0.1875 Web Stiffener Summary Mem.' Stiff. Desc. Loc. Web Depth h/t a/h a Thick. Width Side Welding No. No. 4 ft in. Capacity Ld in. in. (in.) No. Description 1 1 S3 13.33 11.625 N/A N/A N/A 0.1875 2.000 Both F-FP,W-OS-0.1875 1 2 S4 1001 Alternate Web Thick= 0.1875 0.1875 2.000 Opposite Fillet W -OS -0.1875 1 3 S7 13.35 11.613 86.34 N/A N/A 0.1875 2.000 Both F -BS -0.1875,W -0S-0.1875 4 1 S3 14.59 11.731 1 N/A N/A N/A 0.1875 2.000 1 Both F-FP,W-OS-0.1875 Bolted Connections (A325 Bolts) 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. FB2050 in -k in. in. in. in. in. Bolt Bolt Bolt Bolt Cs in -k in -k) s in -k) (in -k 1001 2 CEP STD 0.500 6.00 23.87 0.750 2.50 3 0 3 0 2 353.1 1042.0 1 846.3 1042.0 1 2 KN(Face) STD 0.500 6.00 24.50 0.750 2.50 1 0 2 0 2 450.4 620.4 1 749.8 877.9 2 1 KN(Face) STD 0.500 6.00 25.00 0.750 2.50 1 0 2 0 2 450.4 620.4 1 749.8 877.9 2 2 SP STD 0.375 6.00 10.07 0.750 2.50 1 0 2 0 6 74.2 108.5 1 122.8 141.5 3 1 SP STD 0.375 6.00 10.04 0.750 2.50 1 0 2 0 6 74.2 108.5 1 122.8 141.5 3 2 KN(Face) STD 0.500 6.00 10.00 0.750 2.50 1 0 1 0 1 135. 191.9 6 154.3 191.9 4 2 KN(Face) STD 0.500 6.00 9.50 0.750 2.50 1 0 1 0 1 135. 191.9 6 154.3 191.9 Flan¢e Brace Summary Member From Member Joint 1 From Side Point 1 Part Design Note 2 3/7/5 10/8/0 F132114 Shear 2 12/8/9 1/6/11 FB2054 Bnd-Y 3 1/6/0 1/6/11 FB2050 ft 3 10/7/4 10/8/0 FB2050 in -k Frame Design Member Summa - Controlling Load Case and Maximum Combined Stresses per Member ocations are from Joint 1 Mem. Loc. Depth Area Rx Ry Lx Ly -1 Ly -2 Klx Klyl Kly2 Sx Lbl Rt -1 Ib2 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:CA0400491 -01 OE l.vpc VPC Version :4.5d 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 14.06 22.83 2 0.2 -4.1 -353.1 0.0 0.03 1.11 10.06 0.00 30.00 4.37 10.20 25.30 0.986 0.253 1 12.44 12.00 6 5.1 -1.5 -345.1 0.0 1.47 0.94 26.93 0.00 40.00 14.84 29.48 35.57 0.914 0.063 2 0.42 24.00 1 -0.2 -4.7 749.8 0.0 0.04 1.47 21.75 0.00 23.39 2.69 23.61 24.53 0.923 0.546 3 14.08 9.00 6 -0.4 2.8 205.7 0.0 0.14 2.41 27.31 0.00 29.97 22.06 35.47 35.47 0.774 0.109 4 1 12.441 12.001 6 1 2.8 -0.21 223.81 0.0 0.95 0.101 22.021 0.001 40.00 14.57 29.16 29.16 0.755 1 0.007 Mem. Loc. Depth Area Rx Ry Lx Ly -1 Ly -2 Klx Klyl Kly2 Sx Lbl Rt -1 Ib2 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:CA0400491 -01 OE l.vpc VPC Version :4.5d VPC File:CA0400491 -0 1 OE I.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 42 of 54 1001 14.06 22.83 5.60 8.50 0.84 168.73 42.0 0.0 39.7 50.3 0.0 35.12 168.7 1.17 0.0 1.13 0.84 1.00 1.00 1.00 a 1 12.44 12.00 3.44 4.91 1.07 160.39 60.0 11.1 49.0 56.3 10.4 12.81 149.3 1.36 11.1 1.30 0.89 1.00 1.75 1.02 2 0.42 24.00 5.0 9.05 0.88 170.33 16.4 43.3 18.8 18.6 49.3 34.47 16.4 1.17 43.3 1.17 0.82 1.00 1.93 1.13 3' 14.08 9.00 2.52 3.67 1.05 169.0 42.1 9.7 46.1 39. 9.2 7.53 42.1 1.30 9.7 1.29 0.89 1.00 1.32 1.03 4 12.44. 12.00 2.92 4.73 0.98 175.44 60.0 26.2 55.6 61.3 26.7 10.17 60.0 1.25 26.2 1.24 0.73 1.00 1.09 1.00 VPC File:CA0400491 -0 1 OE I.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 43 of 54 Side I Units Type Description Magl Locl Mag2 Loc2 Supp. I Dir. Coef. Loc. 2 plf UO 0.7 wind ->Resolved From Plane 189.00 0/0/0 189.00 15/0/10 N UP 1.000 OF 3 plf UO .0.7 wind ->Resolved From Plane 189.00 0/0/0 189.00 15/0/10 N UP 1.000 OF 10000 plf UO 2.8 wind ->Resolved From Plane 756.00 0/0/0 756.00 14/0/9 N UP 1.000 OF 10000 plf W 1> 1.6 wind down ->Resolved From Plane -432.00 0/0/0 -432.00 14/0/9 N DOWN 1.000 OF 10000 plf <Wl 11.6 wind down ->Resolved From Plane -432.00 0/0/0 -432.00 14/0/9 N DOWN 1.000 OF Description Ori 'n Factor Def H Def V Application Description I System 1.000 60 0 0.750 Wl> l> 2 System 1.000 60 0 0.750<WI W1 ENo. 3 System 1.000 60 0 0.750 WP WP 4 System 1.000 60 0 0.600 E> 5 System 1.000 60 0 0.600 <E E Description Deflection (in.) I Ratio IMemberl Joint Load Case Load Case Description ax. Horizontal Deflection ax. Vertical Deflection for Span 1 2.027 0.416 ( H/84) IJ836 I 1 1 2 2 2 1 2 W 1> <WI • 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. 4 VPC, File: CA0400491-01OEI.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM ' Page: 44 of 54 Wall : 4, Frame at: 30/0/0 Frame Cross Section: 2 5" S . 'Dimension Key 1 14'-10" 2 4'-0" 3 3'-51/4" 4 3'-6 3/4" 5 1'-6 11/16" 6 2 @ 4'-1 1/4" 7 3 3/8" 8 2'-6 3/4" 9 1'-0" 10 2 @ 3'-6" 11 2 @ 3'4 5/8" 12 1T-3" 13 14'-0 9/16" 1.000:12 r Frame Clearances Horiz. Clearance between members 1(CX003) and 4(CX004): 27'4" Vert Clearance at member 1(CX003): 13'-5 1/16" • Vert. Clearance at member 4(CX004): 14'-5 7/16 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VPC File:CA0400491-01OEl.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 45 of 54 Frame Location Design Parameters: _ . _ 30/0/0 29/6/0'gid Frame 90.0000 Stress Check 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 cave, 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. LeSI U No. LUaU LUIUUIU4uU113 - Origin r 1 a 1911. Factor Application Description 1 User 1.000 1.0 D + 1.0 UO UO 2 System 1.000 1.0 D + 1.0 CG + 1.0 L + CG + L 3 System 1.000 1.0 D + 1.0 CG + 1.0 AS L' D + CG + ASL^ 4 System 1.000 1.0 D + 1.0 CG + 1.0 ^ASL D + CG + ^ASL 5 System 1.333 1.0D+1.0Wl> D+WI> 6 System 1.333 1.0 D + 1.0 <W 1 + <W l 7 System 1.333 1.0 D. + 1.0 CG + 0.714 E> + CG + E> 8 System 1.333 1.0 D + 1.0 CG + 0.714 <E + CG + <E 9 Special 1.700 0.900 D + 0.900 CG + 2.800 E> + CG + E> 10 Special 1.700 0.900 D + 0.900 CG + 2.800 <E , D + CG + <E I 1 Special 1.700 1.200 D + 1.200 CG + 2.800 E> + CG + E> 12 Special 1.700 1.200 D + 1.200 CG + 2.800 <E + CG + <E 13 1 System Derived 1.333 1.0 D + 1.0 WP + 1.0 WBl> D + WP + WB 1> 14 System Derived 1.333 1.0 D + 1.0 WP + 1.0 <WB 1 D + WP + <WB 1 15 System Derived -1.333 1.0 D + 1.0 CG + 0.214 E> + 1.071 EB> D + CG + E> + EB> 16 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 1.071 EB> + CG + <E + EB> 17 Special 1.700 0.900 D + 0.900 CG + 2.800 EB> + CG + EB> 18 Special 1.700 1.200 D + 1.200 CG + 2.800 EB> D + CG + EB> 19 System Derived 1.333. 1.0 D + 1.0 CG + 0.214 E> + 1.071 <EB D + CG + E> + <EB 20 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 1.071 <EB D + CG + <E +: <EB 21 Special 1.700 0.900 D + 0.900 CG + 2.800 <EB + CG + <EB 22 Special 1 1.700 1.200 D + 1.200 CG + 2.800 <EB + CG + <EB 1i�L_C' rra11___WMe.Fig No. Width I (in.) Fig Thk (in. Web Thk in. Depthl in. De th2 in. Length thWei ft ht Fig Fy i Web Fy I (ksi) Splice Jt.l Codes I Jt.2 Shape 1001 5.00 0.3750 0.1875 9.00 22.83 14.05 346.2 50.00 50.00 SS SS 3P 1 5.00 0.1875 0.1345 12.00 20.00 15.29 242.2 50.00 50.00 BP KN 3P 2 5.00 0.3125 0.1345 24.00 9.00 15.05 275.5 50.00 50.00 KN SP 3P 3 5.00 0.1875 0.1345 9.00 11.00 15.05 169.8 50.00 50.00 SP KN 3P 4 5.00 0.1875 1 0.1345 1 12.00 1 12.00 1 15.29 1 198.3 50.00 50.00 BP KN 3P total name Weignt= tL.5L.t lPl tmcluues an Plumb) Frame Pricing Weight = 1378.1 (p) (Includes all pieces) DUUIIUar %,U11U1uU11 Member J 111111a1 X -Loc I Y -Loc Supp. X I Supp. Y I 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 1 0/0/0 16/0/0 Yes Yes Yes 0/0/0 0.0000 r rawc r�cacuUlla - a.vau �, X -Loc 0/0/0 0/0/0,16/0/0 30/0/0 Gridl - Grid2 2-13 2-B 2-A Descri tion Hx Hz V Hx V Mzz Hx V a lication factor not shown ) (k) in -k rI D+UO 1.58 - -27.80 -18.95 1624 -1.58 1.13 D+ CG + L 0.70 - 17.24 8.12 -695 -0.70 4.75 D+CG+ASL^ 0.18 - 3.57 - 1.51 -129 -0.18 1.19 D + CG + ^ASL 0.18 - 3.57 - 1.51 -129 -0.18 1.19 VPC File:CA040049 1 -0 1 OE I.vpc VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM ' Page: 46 of 54 Reaction 5 D + W 1> -6.99 - -15.92 0.73 -7.27 613 -3.74 0.94 - - Mom ccw 6 D + <W l 6.64 - -9.34 0.73 -7.27 613 5.56 -5.65 - - Case 7 D + CG + Fj -0.85 - 2.79 -0.28 1.49 -128 -0.72 1.95 - - 19.75 8 D + CG + <E 1.21 - 4.35 0.28 1.54 -130 0.36 0.44 - - 2-B' 13 D + WP + WB 1> 1.76 -5.74 -4.71 - 1.51 -129 -1.16 -4.61 - - - 44 D + WP + <WB1 1.80 - 1.46 - 1.51 -129 -1.20 -4.55 - - - 15 D + CG + E> + EB> -0.13 -2.89 1.78 -0.08 1.51 -129 -0.34 1.42 - - 5.56 16 D + CG + <E + EB> 0.49 -2.89 2.25 0.08 1.52 -130 -0.02 0.96 - - 19 D + CG + E> + <EB -0.12 - 4.89 -0.08 1.51 -129 -0.35 1.44 - - SP 70 D + CG + <E + <EB 0.50 - 5.36 0.08 1.52 -130 -0.03 0.98 6 - X -Loc Grid Hrzleft Reaction D Load HrzIn Load HrzOut Load Uplift Load VrtDown Load Mom cw Load Mom ccw Load 0.00 ` L (-Hx) ILoadlHrzPjght Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case 10.73 19.75 19.75 <WI 12.19 12.19 19.75 19.75 F> 2.20 2.20 0.03 0.03 <E in -k 2.20 in -k 0.03 0/0/0 2-B' 16.99 5 6.64 6 5.74 13 - 3.11 <WBI 1 17.24 2 - - - 0.00 0/0/0 16/0/0 0.28 7 1 0.73 1 5 - 1514.3 L- - 18.95 1 8.12 2 695.430/0/0 0.750 2.50 d 0 2-A 3.74 5 5.56 6 - -- 1514.3 - 5.65 6 4.75 2 - - - _eve_ ., D.. - !`I.....1. _ L'�...... •/7` P - Load Type s Horizontal Load Reaction Vertical Load Reaction D 0.00 0.00 5.20 4.76 U0 . 0.00 0.00 31.43 31.43 CG 0.00 0.00 0.00 0.00 ` L 0.00 0.00 17.23 17.23 ASL^ 0.00 0.00 0.00 0.00 ^ASL 0.00 0.00 0.00 0.00 Wl> 10.73 10.73 19.75 19.75 <WI 12.19 12.19 19.75 19.75 F> 2.20 2.20 0.03 0.03 <E 2.20 2.20 0.03 0.03 WP 0.60 0.60 •10.97 10.97 WBI> 0.00 0.00 0.00 3.11 <WBI 0.00 0.00 0.00 3.11 EB> 0.00 0.00 0.00 1.46 <EB 0.00 1 0.00 0.00 1 1.46 a� X -Loc v� 4• Grid Mem. Thickness Width Length Num. Of Bolt Diam. Type Welds to Welds to Welding Description 1 No. in. in. in. Bolts in. N/A Flange Web 0/0/0 2-B 1 0.500 9 13 4 1.000 A36 OS -0.1875 OS -0.1875 30/0/0 2-A 4 0.375 8 13 4 0.750 A36 OS -0.1875 OS -0.1875 Mem.Stiff. No. I No. y Desc. Loc. I ft Web Depth in. h/t a/h a in. Thick. in. Width in. Side Welding Description 1 1 S3 13.38 19.625 N/A N/A N/A 0.3125 2.000 Both F-FP,W-OS-0.1875 1 2 S4 in. Alternate Web Thick= 0.2500 0.3125 2.000 Opposite Fillet W -0S-0.1875 1 3 S7 13.34 19.172 142.54 N/A N/A 0.3750 2.000 Both F-FP,W-OS--0.1875 4 1 S3 14.42 11.625 N/A N/A N/A 0.1875 2.000 Both F-FP,W-OS-0.1875 4 2 S4 KN(Face) Alternate Web I Thick= 1 0.1644 0.1875 -2.000 1 OppositeFillet I W -OS -0.1875 Mem. it. 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 1001 2 CIP STD 0.750 6.00 23.85 0.750 2.50 3 0 3 0 2 695.4 1724.2 1 1624.1 1724.2 1 2 KN(Face) STD 0.625 6.00 24.00 0.750 2.50 1 0 3 0 2 758.7 761.7 1 1360.7 1514.3 2 1 KN(Face) STD 0.625 6.00 25.00 0.750 2.50 1 0 3 0 2 758.7 761.7 1 1360.7 1514.3 2 2 SP STD 0.500 6.00 10.08 0.750 2.50 1 0 2 0 6 168.7 194.7 1 229.4 252.7 3 1 SP STD 0.500 6.00 10.04 0.750 2.50 1 0 2 0 6 168.7 194.7 1 229.4 252.7 3 2 KN(Face) STD 0.500 6.00 12.00 0.750 2.50 2 0 2 0 1 276.4 334.8 6 306.5 334.8 4 2 1 KN(Face) STD j 0.500 1 6.00 1 11.50 1 0.750 2.50 1 2 1 0 1 2 1 0 1 1 276.4 334.81 6 1 306.5 334.8 VPC File:CA0400491-010.ELvpc VPC Version :4.5d Date: 4/19/2004 • - Design Report CA 0400491 Time:10:37 AM ' Page: 47 of 54 Flan a Brace Summa Member From Member Joint 1 From Side Point 1 Part Design Note 1 7/5/4 7/5/4 FB2044 Axial 1 12/5/4 -12/5/4 (2)FB2054 Shear 2 2/11/4 10/8/0 (2)FB3000 % 2 12/0/9 1/6/11- FB2054 k 3 1/6/0 1/6/11 FB2050 ksi 3 10/7/4 10/8/0 (2)FB2054 Shear 1 0/0/0 3/6/0 2 FB2110 -0.8 ------- --- M-1- R G.- W.t 1 1 rrame Leb1umO 1Y1CIllucl Ju111111A1 - -llaava•••a Actual Forces Actual Stresses Allowable Stress Condition Mem. Loc. Depth Load Axial Shear Mom -x Mofo.0 xial Shear Bnd-X Bnd-Y - Stress /Force - Sum % % No. ft in. Case k k I in -k in-si 42.0 ksi ksi ksi Axial Shear Bnd-X Bnd-Y Bnd+Ax Shear 1001 14.06 22.83 1 -0.8 18.9 1624.1 1 0.10 4.53 28.5 0.00 25.50 5.88 30.00 37.50 0.955 0.770 1 12. 19.41. '6 9.3 ' -3.6 -783.0 1.00 2.09 1.41 32.43 0.00 40.00 5.53 34.08 33.63 0.952 0.256 2 0.73 24.00 .1 -0.5 -8.7 1360.7 35.3 0.07 2.78 28.08 0.00 28.38 2.75 28.94 37.50 0.973 1.011 3 14.10 11.00 6 -0.6 5.7 408. 12.41 0.18 3.97 32.93 0.00 31. 17.77 35.90 35.90 0.922 0.223 4 12.44 ' 12.00 6 5.6 -0.4 441. 52.9 1.64 0.23 34.45 0.00 40.00 14.84 35.57"I n R91 0.968. 0.016 Mem. No. Loc. ft Depth in. Area I in.2 Rx in. Ry I in. Lx in. Ly -I in. Ly -2 I in. ax /Rx Klyl /R Kly2 /R Sx in.3 Lbl in. Rt -1 in. Lb2 in. Rt -2 in. Qs Qa Cbl Cbl 1001 14•.06 22.83 7.93 9.09 0.99 168.73 42.0 0.0 37.1 42.3 0.0 56.86 42.0 1.26 0.0 1.26 1.00 1.00 1.00 1.00 1 12.44 19.41 4.4 7.52 0.94 161.10 60.0 11.8 32.1 63.9 12.6 24.15 60.0 1.22 11.8 1.21 0.84 1.00 1.18 1.02 2 0.73 24.00 6.27 9.63 1.02 162.31 19.6 35.3 16.9 19.3 34.6 48.46 19.6 1.27 35.3 1.27 1.00 1.00 2.05 1.11 3 14.10 11.00 3.30 4.54 1.09 169.17 42.2 10.6 37.2 38.8 9.7 12.41 42.2 1.32 10.6 1.32 0.90 1.00 1.33 1.03 4 12.44 12.00 3. 4.91 1.07 173.43 60.0 24.2 52.9 56.3 22.7 12.81 60.0 1.311 24.21 1 In n R91 1.00 1.10 1.00 VPC File:CA0400491-01 OELvpc VPC Version :4.5d Date: 4/19/2004 'Design Report CA 0400491 Time: 10:37 AM Page: 48 of 54 Side Units Type Description Ma 1 LocI Offset H or V Supp. Dir. Coef. Loc. 1 k E> torsion load due to E ->Resolved From Plane 0.60 16/0/0 NA NA N RIGHT 1.000 CL 1 k <E torsion load due to E ->Resolved From Plane -0.60 16/0/0 NA NA N LEFT 1.000 CL 1 k WI> torsion load due to wp->Resolved From Plane 0.60 16/0/0 NA NA N RIGHT 1.000 CL 1 k <W1 torsion load due to wp->Resolved From Plane -0.60 16/0/0 NA NA N LEFT 1.000 CL 1 k WP torsion load due to ->Resolved From Plane -0.60 16/0/0 NA NA N LEFT 1.000 CL Side Units Type Description Magl Locl I Mag2 Loc2 Supp. Dir. Coef. Loc. 2 plf UO 0.7 wind ->Resolved From Plane 365.51 0/0/0 365.51 15/0/10 N UP 1.000 OF 3 plf UO 0.7 wind ->Resolved From Plane 365.51 0/0/0 365.51 15/0/10 N UP 1.000 OF 10000 plf UO .8 wind ->Resolved From Plane 1462.03 0/0/0 1462.03 14/0/9 N UP 1.000 OF 10000 plf WI> 1.6 wind down ->Resolved From Plane -835. 0/0/0 -835.44 14/0/9 N DOWN 1.000 OF 10000 plf <WI 1.6 wind down ->Resolved From Plane -835. 0/0/0 -835.44 14/0/9 N DOWN 1.000 OF W `I No. Origin Factor I Def H Def V Application Description 1 System 1.000 60 0 0.750 WI> WI> 2 System 1.000 60 0 0.750 <Wl <WI 3 System 1.000 60 0 0.750 WP WP 4 System 1.000 60 0 0.600 E> P> 5 System 1.000 60 0 10.600 <E <E 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. n R VPC File:CA0400491-01OE1.VpC VPC Version :4.5d --- _-_-___________________________.___._ Description Deflection in. Ratio Member Joint Load Case Load Case Description Max. Horizontal Deflection Max. Vertical Deflection for Span 1 2.226 (H/77) 0.729 LJ471 1 2 2 2 1 2 WI> <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. n R VPC File:CA0400491-01OE1.VpC VPC Version :4.5d Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM LE' Page: 49 of 54 Wall : 4, Frame at: 59/6/0 r Frame Cross Section: 3 FEM-1 15 �_Q]5' Dimension Key 1 14'-10" 2 4'-0" 3 3'-5 1/4" 4 3'-6 3/4" 5 5 1'-6 11/16" 6 2 @ 4'-1 1/4" 7 3 3/8" 8 2 @ 3'-6" 9 2 @ Y-4 5/8" 10 1T-3" 11 14'-0 9/16" 1.000:12 -Frame Clearances • Horiz. Clearance between members 1(CX005) and 4(CX006): 28'-0" Vert. Clearance at member 1(CX005): 13'-4 3/8" Vert. Clearance at member 4(CX006): 14'-7 7/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VPC File:CA0400491-01OEl.vpc VPC Version :4.5d Date: 4/19/2004 &_ Design Report CA 0400491 Time: 10:37 AM Page: 50 of 54. Parameters: Location I Avg. Bay Space I Description Angle I Group I Trib. Override Design Status 1 59/6/0 1 15/3/0 [Rigid Frame 90.0000 1 1 - Stress Check 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. Origin Factor Application Description 1 User 1.000 1.0 D + 1.0 UO D+UO 2 System 1.000 1.0 D + 1.0 CG + 1.0 L + CG + L 3 System 1.000 1.0 D + 1.0 CG + 1.0 ASL^ D + CG + ASL^ 4 System 1.000 1.0 D + 1.0 CG + 1.0 ^ASL D + CG + ^ASL 5 System 1.333 1.0 D + 1.0 W I> D + W 1> 6 System 1.333 1.0 D+ 1.0 <Wl D+<WI 7 ' System 1.333 1.0 D + 1.0 CG + 0.714 F> + CG + F> 8 System 1.333 1.0 D + 1.0 CG + 0.714 <E D + CG + <E 9 Special 1.700 0.900 D + 0.900 CG + 2.800 E> + CG + F> 10 Special 1.700 0.900 D + 0.900 CG + 2.800 <E D + CG + <E 11 Special 1.700 1.200 D + 1.200 CG + 2.800 F> D + CG + Fj 12 Special 1.700 1.200 D + 1.200 CG + 2.800 <E + CG + <E 13 System Derived 1.333 1.0 D + 1.0 WP + 1.0 WB1> D + WP + WB1> 14 System Derived 1.333 1.0 D + 1.0 WP + 1.0 <WB I D + WP + <WB I 15 System Derived 1.333 1.0 D + 1.0 CG + 0.214 E> + 1.071 EB> + CG + F> + EB> 16 System Derived 1.333 1.0 D +.1.0 CG + 0.214 <E + 1.071 EB> D + CG + <E + EB> 17 Special 1.700 0.900 D + 0.900 CG + 2.800 EB> + CG + EB> 18 Special 1.700 1.200 D + 1.200 CG + 2.800 EB> + CG + EB> 19 System Derived 1.333 1.0 D + 1.0 CG + 0.214 F> + 1.071 <EB + CG + Fj + <EB 20 System Derived 1.333 1.0 D + 1.0 CG + 0.214 <E + 1.071 <EB D + CG + <E + <EB 21 Special 1.700 0.900 D + 0.900 CG + 2.800 <EB + CG + <EB 22 1 Special 1.700 1.200 D + 1.200 CG + 2.800 <EB + CG + <EB Frame Member Sizes Mem. No. Fig Width in. Fig Thk in. Web Thk in. Depthl (in.) Depth2 (in. Length ft Weight Flg Fy i Web Fy i Splice Jt.l Codes Jt.2 Shape 1001 5.00 0.1875 0.1644 9.00 22.83 14.05 231.7 50.00 50.00 SS SS 3P 1 5.00 0.1875 0.1345 12.00 12.00 15.29 198.5 50.00 50.00 BP KN 3P 2 5.00 0.1875 0.1345 24.00 9.01 15.05 221.9 50.00 50.00 KN SP 3P 3 5.00 0.1345 0.1345 9.00 9.00 15.05 135.0 50.00 50.00 SP KN 3P 4 1 5.00 0.1345 0.1345 1 12.00 1 12.00 15.29 1 170.11 50.00 50.00 1 BP I KN 3P Total Frame Weight = 957.3 (p) (Includes all plates) Frame Pricing Weight = 1049.4 (p) (Includes all pieces) Boundary Condition Summary Member X -Loc I Y -Loc Supp. X Supp. Y Moment Displacement X in. Displacement Yin. Dis lacement 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 1 0/0/0 16/0/0 Yes Yes Yes 0/0/0 0/0/0 0.0000 Frame Reactions - Load Cases at Frame Cross Section: 3 VPC File:CA040049 1 -01 OEI.vpc VPC Version :4.5d X -Loc 0/0/0 0/0/0,16/0/0 30/0/0 Grid 1 - Grid2 3-B 3-B 3-A Ld Description Hx Hz Vy Hx Vy I Mzz Hx V Cs (application factor not shown) ) in -k 1 2 3 4 D+UO D + CG + L D + CG + ASL^ D + CG + ^ASL 0.77 0.57 0.08 0.08 - -14.45 - 9.74 - 1.76 - 1.76 -9.88 846 - 4.13 -353 0.71 -60 0.71 -60 -0.77 -0.57 -0.08 -0.08 0.57 - 3.38 - - 0.62 - 0.62 - VPC File:CA040049 1 -01 OEI.vpc VPC Version :4.5d e Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM NAM Page: 51 of 54 Grid 5 D+WI> -3.76 - -8.46 0.38 -3.83 324 -2.08 0.62 - - Mom cw 6 D + <W 1 3.56 - -4.77 0.38 -3.83 324 3.04 -3.07 - - Case 7 D + CG + F> -0.58 - 1.25 -0.15 0.70 -60 -0.43 1.11 - - 6.59 8 D + CG + <E 0.74 - 2.26 0.15 0.72 -61 0.28 0.12 - - WP 13 D + WP + WB 1> 1.13 - 2.33 - 0.71 -60 -0.53 -2.51 - - 9.74 14 D + WP + <WB 1 1.15 5.74 -3.91 - 0.71 -60 -0.55 -2.50 - - - 15 D + CG + F> + EB> -0.12 - 3.18 -0.04 0.70 -60 -0.19 0.77 - - 2.08 16 D + CG + <E + EB> 0.28 - 3.48 0.04 0.71 -61 0.03 0.47 - - - 19 D + CG + Fj + <EB -0.12 2.89 0.03 -0.04 0.70 -60 -0.19 0.77 - - 3 20 D + CG + <E + <EB 0.28 2.89 0.33 0.04 0.71 -61 0.03 • 0.47 - - M-:- 0- +;... c C.. -Fri 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 L 0.00 (-Hx) Case (Hx) Case (-Hz) Case (Hz) Case (-Vy) Case (Vy) Case (-Mzz) Case (Mzz) Case 10.21 10.22 <W 1 6.59 6.59 10.21 10.21 F> 1.43 1.43 0.02 0.02 <E 1.43 Lin -k) 0.02 in -k WP 0/0/0 1 3-B 3.76 5 3.56 6 - - 5.74 14 0.00 -+.r 9.74 2 - - - - 0/0/0 16/0/0 0.15 7 0.38 5 - - - - 9.88 1 4.13 2 353.1 2 846.3 1 30/0/0 3-A 2.08 5 3.04 6 - - 877.9 - 3.07 1 6 3.38 2 - - - - Cnm of Fnreec with Reaetinnc Cheek - Framino •g, *(2 Load Type Horizontal Load Reaction Vertical Load Reaction D 0.00 0.00 2.68 2.38 U0 0.00 0.00 16.25 16.25 CG 0.00 0.00 0.00 0.00 L 0.00 0.00 10.74 10.74 ASL^ 0.00 0.00 0.00 0.00 ^ASL 0.00 0.00 0.00 0.00 Wl> 5.84 5.84 10.21 10.22 <W 1 6.59 6.59 10.21 10.21 F> 1.43 1.43 0.02 0.02 <E 1.43 1.43 0.02 0.02 WP 0.60 0.60 5.67 5.67 WB1> 0.00 0.00 0.00 3.11 <WB1 0.00 0.00 0.00 3.11 EB> 0.00 0.00 0.00 1.46 <EB 0.00 0.00 0.00 1.47 X -Loc Grid Mem. Thickness Width Length Num. Of I Bolt Diam Type Welds to Welds to Welding No. No. in. 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-A 4 0.375 8 13 4 0.750 A36 OS -0.1875 OS -0.1875 Woh CNKonnr C..mm�ry 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 13.33 11.625 N/A N/A N/A 0.1875 2.000 Both F-FP,W-OS-0.1875 1 2 S4 Cs Alternate Web Thick.= 0.1875 0.1875 2.000 Opposite Fillet W -OS -0.1875 1 3 S7 13.35 11.613 86.34 N/A N/A 0.1875 2.000 Both F -BS -0.1875,W -OS -0.1875 4 1 S3 14.59 11.731 1 N/A N/A N/A 0.1875 2.000 Both F-FP,W-OS-0.1875 R..IFed !`nnnnn,:nne lA19C RMWI Mem. Jt. Type Conn. Thick. Width Length Bolt Diann 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. Bolt Bolt Bolt Bolt Cs in -k) in -k) Cs in -k) (in -k 1001 2 CIP STD 0.500 6.00 23.87 0.750 _kaL 2.50 3 0 3 0 2 353.1 1042.0 1 846.3 1042.0 1 2 KN(Face) STD 0.500 6.00 24.50 0.750 2.50 1 0 2 0 2 450.4 620.4 1 749.8 877.9 2 1 KN(Face) STD 0.500 6.00 25.00 0.750 2.50 1 0 2 0 2 450.4 620.4 1 749.8 877.9 2 2 SP STD 0.375 6.00 10.07 0.750 2.50 1 0 2 0 6 84.4 108.5 1 122.8 141.5 3 1 SP STD 0.375 6.00 10.04 0.750 2.50 1 0 2 0 684.4 108.5 1 122.8 141.5 3 2 KN(Face) STD 0.500 6.00 10.00 0.750 2.50 1 0 1 0 5 142.1 191.9 6 179.5 1 191.9 4 2 1 KN(Face) STD 1 0.500 1 6.00 9.50 0.750 1 2.50 1 1 1 0 1 1 0 5 142.1 191.9 6 179.5 191.9 Flange Brace Summary VPC File:CA0400491-01OELvpc VPC Version A.5d 6 Date: 4/19/2004 Design Report CA 0400491 Time: 10:37 AM Page: 52 of 54 Member From Member Joint 1 From Side Point 1 Part Design Note 2 3/7/5 10/8/0 FB2114 Depth 2 12/8/9 1/6/11 FB2054 Mom -x 3 1/6/0 1/6/11 FB2050 Bnd-X I 3 10/7/4 10/8/0 FB2050 % L'......o i ..- Mnmhnr C..,nmow - f nnrrnin.. r nod r -o %nd Mnrimnm f n w -i .44-ccae nor Momhar (Unrntinnc nra from Inint 1 1 Mem. No. Actual Forces Actual Stresses Allowable Stress Condition Mem. Loc. Depth Load Axial Shear Mom -x Mom -y Axial Shear Bnd-X I 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 14.06 22.83 2 0.2 -4.1 -353.1 0.0 0.03 1.11 10.06 0.00 30.00 4.37 10.20 25.30 0.986 0.253 1 12.44 12.00 6 4.8 -1.9 -405.4 0.0 1.39 1.20 31.64 0.00 40.00 14.84 35.57 35.57 0.889 0.081 2 0.42 24.00 1 -0.2 -4.7 749.8 0.0 0.04 1.47 21.75 0.00 23.39 2.69 23.61 24.53 0.923 0.546 3 14.08 9.00 6 -0.1 3.1 239.30. 7.53 0.06 2.65 31.77 0.00 29.97 22.06 35.47 35.47 0.897 0.120 4 12.44 12.00 6 3.1 -0.4 253.1 0.0 1.05 0.22 24.891 0.001 40.00 14.57 29.16 29.16 0.854 1 0.015 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 /R Sx in.3 Lbl in. Rt -1 in. Lb2 in. Rt -2 in. Qs Qa Cbl Cb2 1001 14.06 22.83 5.6 8.50 0.84 168.73 42.0 0.0 39.7 50.3 0.0 35.12 168.7 1.17 0.0 1.13 0.8 1.00 1.00 1.00 1 12. 12.00 3.4 4.91 1.07 160.39 60.0 11.1 49.0 56.3 10. 12.81 60.0 1.31 11.1 1.30 0.89 1.00 1.18 1.02 2 0.42 • 24. 5.05 9.05 0.88 170.33 16.4 43.3 18.8 18. 49.3 34.47 16.4 1.17 43.3 1.17 0.82 1.00 1.93 1.13 3 14.08 9.0. 2.52 . 3.67 1.05 169.00 42.1 9.7 46.1 39.9 9.2 7.53 42.1 1.30 9.7 1.29 0.89 1.00. 1.30 1.03 4 12.44 12.00 2.92 4.73 0.98 175. 60.0 '26:2 55.6 61.3 26.7 10.]7 60.0 1.25 26.2 1.24 0.73 1.00 1.11 1.01 VPC File:CA0400491-OIOEI.vpc VPC Version :4.5d Design Report CA 0400491 User Defined Frame Point Loads for Cross Section: 3 c d Date: 4/19/2004 Time: 10:37 AM Page: 53 of 54 Side Units Type Descrition Magl LocI Offset H or V Supp. Dir. Coef. Loc. 1 k )a torsion load due to E ->Resolved From Plane 0.60 16/0/0 N N N RIGHT 1.000 CL 1 k <E torsion load due to E ->Resolved From Plane -0.60 16/0/0 NA NA N LEFT 1.000 CL 1 k WI> torsion load due to wp->Resolved From Plane 0.60 16/0/0 NA NA N RIGHT 1.000 CL 1 k <W1 torsion load due to wp->Resolved From Plane -0.60 16/0/0 NA NA N LEFT 1.000 CL 1 I k WP gorsion load due to ->Resolved From Plane -0.60 16/0/0 NA NA N LEFT 1.000 CL User Defined Frame Line inndc far Crncc Certinn- A Side Units Type Description Magi Loc] Mag2 Loc2 Supp. Dir. Coe£ Loc. 2 plf UO 0.7 wind ->Resolved From Plane 189.00 0/0/0 189.00 15/0/10 N UP 1.000 OF 3 plf UO 0.7 wind ->Resolved From Plane 189.00 0/0/0 189.00 15/0/10 N UP 1.000 OF 10000 plf ' UO 2.8 wind ->Resolved From Plane 756.00 0/0/0 756.00 14/0/9 N UP 1.000 OF 10000 plf WI> 1.6 wind down ->Resolved From Plane -432.00 0/0/0 432.00 14/0/9 N DOWN 1.000 OF 10000 plf <Wl 11.6 wind down ->Resolved From Plane -432.00 0/0/0 -432.00 14/0/9 N DOWN 1.000 OF ® - Defiection i and Cnmhinntinnc - Frnmina No. Origin Factor Def H Def V Application Description 1 System 1.000 60 0 0.750 Wl> W]> 2 System 1.000 60 0 0.750 <W l W 1 3 System 1.000 60 0 0.750 WP WP 4 System 1.000 .60 0 .600 F> 5 System 1.000 60 0 0.600 <E <E Maximum Frame Dettertinn Cumm— fnr mote Coe inn• t Description Deflection in. Ratio Member Joint Load Case Load Case Description MMax.orizontal Deflection axVertical Deflection for Span t 2.358 0.453 ( H/72) LJ768 ] 2 1 2 2 2 WI> <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. :bi Mir f 1 P ^ bh .i n VPC File:CA040049 1 -0 1 OE 1.vpc VPC Version A.5d i Date: 4/19/2004 lam Design Report CA 0400491 Time: 10:37 AM Page: 54 of 54 �`UoeI'1D ;:. SUIIlIIllrey.�Re OI•'t'� � _.( � - i �;�'� <�'+i�' t� aa¢ c .. f „ _- �* :1k`„"-S`��'.�t "�i�� i. Shape: SHOP Panel Data Wall/Roof Type Thickness Finish Color Direction Gable Dir Max. Length Wall: 1 Vee Rib. 26 SP Arctic White Left to Right Peak Out 39/0/0 Wall: 2 " Vee Rib 26 SP Arctic White Left to Right Peak Out 39/0/0 Wall: 3 Vee Rib 26 SP Arctic White Left to Right Peak Out 39/0/0 Wall: 4 Vee Rib 26 SP Arctic White Left to Right Peak Out 39/0/0 Canopy: 1 Panel Rib' 26 Galvalume Standard Color System Generated Not Applicable 41/0/0 Roof- A Panel Rib 26 Galvalume Standard Color System Generated Not Applicable 41/0/0 Roof: B I Panel Rib 26 1 Galvalume I Standard Color I System Generated I Not Applicable 41/0/0 Fastener Data Wall/Roof Type Length Spacing Washers Insul. Block Mod. Ctrl. Ice Damming all: 1 Color Match Carbon . Standard Option Standard Option No None No No all: 2 Color Match Carbon Standard Option Standard Option No None No No all: 3 Color Match Carbon Standard Option Standard Option No None No No all: 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 Roof: A Stainless Steel Capped Standard Option Standard Option Yes None No No Roof: B - Stainless Steel Capped Standard Option Standard Option I Yes I None I No I No VPC File: CAC. .00491-01OEl.vpc VPC Version :4.5d Fi077 COUNTY INTER -DEPARTMENTAL, MEMORANDUM JAN 171006 DEVELOPAMNT TO: BUILDING D ISION ROVILLE f► SERVICES .. FROM: ENVIR. HEALTH, CHICO DATE: /Q RELEASE ENV. HEAL'T'H HOLD ON BUILDING FINAL FOR: OWNER NAME: �}� 12SEPTIC: WELL: APS: �'�� Q� A =ESS/LOCATION: 3 Comments: �< 7t . , GL/memos/releasehold _INEAL FEET OF LINE E (4 LINES) ----5'PLS --- LINE AREA (DO T THIS TIME) . . PVC SCH 40 'E W/ 24" MIN. :TAIL) )POSED 30' X 60' METAL LDING, FF = 149.8' -- ------ ............. - NOTE: THE PROPOSED LEACHFIELD AREA DOES NOT LIE WITHIN A 10—YEAR FLOOD PLANE. 630' -5'PLS -- O X O Q .0 0 N z_ 230' X 130' i I BUILDING PAD I CONTROL _ --- PANEL -- - �---5'FLS--- -�•--•--•-�•--•-... ... ... �- i I I O ¢ I� (Q AG. WELL (E) TILITY POLE w ., z I O \ w V- �` " 100' DSB— i Lam. , i 0 Q Li 286' i I I PRIVATE GRAVEL i . DRIVEWAY i dIr- - I i I I60 I„ . I 'o i I o I .2$0 M I N IN i �-__-------- _-- --_.-------_-J, PER AG BUFFER ZONE , INSTALL 1,500 GALLON PROPOSED 39' X 66' 4 BDRM I WATERTIGHT CONCRETE SEPTIC MODULAR- HOME, FF = 149.8' ' TANK W/ SIMPLEX PUMP I PACKAGE (SEE DETAIL) I • I _, ►.c -CESS EASE -- --- --_ - 1�.�.� _-100' DS9-_ O i 'O PROPOSED \ \ � / WELL \ / LOCATION \ 50' Ise ` \ I / I o \ (INSTALL 230' X 130' i I BUILDING PAD I CONTROL _ --- PANEL -- - �---5'FLS--- -�•--•--•-�•--•-... ... ... �- i I I O ¢ I� (Q AG. WELL (E) TILITY POLE w ., z I O \ w V- �` " 100' DSB— i Lam. , i 0 Q Li 286' i I I PRIVATE GRAVEL i . DRIVEWAY i dIr- - I i I I60 I„ . I 'o i I o I .2$0 M I N IN i �-__-------- _-- --_.-------_-J, PER AG BUFFER ZONE , INSTALL 1,500 GALLON PROPOSED 39' X 66' 4 BDRM I WATERTIGHT CONCRETE SEPTIC MODULAR- HOME, FF = 149.8' ' TANK W/ SIMPLEX PUMP I PACKAGE (SEE DETAIL) I • I _, ►.c -CESS EASE -- --- --_ - 1�.�.� m m ■ 30'-0" C JILDING APN # 040-140-083 N T SITE PLAN SCALE: 1" = 80'-0" PROJECT NAME NEW SHOP FOR CHARLENE SCHULTZ ESQUON RD. - DURHAM, CA SHEET TITLE SITE PLAN DRAWING STATUS BUILDING DEPARTMET SET REVISIONS DATE DRAWN: Sij CHECKED: DATE 5-7-04 SCALE -- JOB NO. SHGGT NO C-1 MING DIVISION BUILDING LAN -,L APPIROVA Date: Parking: Parking:— Landscaping: er. S gnature, v 01 0 CONSULTANTS LLI BCM CONSTRUCTION COMPANY INC. CALIFORNIA 737157 NEVADA 45626 0 OREGON 122512 1 530- 1722 FAX 530-342-1768 0 b be nstNcti n.com ;5ip 0 r- APN # 040-140-083 N T SITE PLAN SCALE: 1" = 80'-0" PROJECT NAME NEW SHOP FOR CHARLENE SCHULTZ ESQUON RD. - DURHAM, CA SHEET TITLE SITE PLAN DRAWING STATUS BUILDING DEPARTMET SET REVISIONS DATE DRAWN: Sij CHECKED: DATE 5-7-04 SCALE -- JOB NO. SHGGT NO C-1