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Home My WebLink About025-110-003v 25-11-3 vW ILKERSON COMPLLAINT TO INSPECTOR -71 /13 /a�f CODE ENFORCEMENT. 30-DAY'VIOLATION LETTER — C IO-DAYt-VIOLATION LETTER lo D� CODE ENFORCEMENT OFFICER 1 ABATED OR CLOSED `* % #A W/S Dos Rios Rd, app 1-2- mi. N of " -liggs East Hwy, Biggs #24-77E (co�tnplete rewire ouser 025-110-003 PERMI 97-2122 RUDD, KEVIN & MARIA I,,,;,�- o� 3093 DOS RIOS RD., E BIGGS CONT: CHICO BUILDING SYSTEMS �7 DEMO/4F - 025-110-003 PERMIT#97-2190 RUDD, Kevin & Maria �-i (\OA � lon 3093 Dos Rios Rd., E Biggs Cont: Skycrest Bldg Mobileho_me Utilities ELECTRIC ,GAS COMPACTION TEST SUPPORT STRUCTURE c/ X025-110-003.^•-�� PERMTT#97-2191 RUDD, Kevin'& Maria 1Z%q MI 3093 Dos RiOs Rd.., E Biggs Cont: Skycrest Bldg=' Mobilehome Installation 025-110-003 03-2291 RUDD,LARRY 3093 DO RIOS RD, BIGGS INP Coiit: SERVICE PACIFIC MHS EX MH PERM FND EX SITE 025-110-003 03-2442 RUDD, LARRY 3093 DOS RIOS RD, BIGGS Cont: SIERRA PACIFIC MHS AWNING, DECK & (2) ROOMS 025-110-003 '' 04-0261 RUDD, KEVIN 3093 DOS RIOS RD, BIGGS I QED Cont: N/A 30X40 DET GARAGE �• ea. � 192 L:�y � �� :.-.-L ter. p ,�.. �� Vi � , a.. � � � � � � �B. �• � � � v aw • ; �- . t p • Y t. ti l r 1 ` . k -f PROOF OF SERVICE BY MAIL 1 I am a citizen of the United States and employed in the County of Butte; I am, and was at the 2 time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within 3 action. My business address is Department of Development Services, Building Division, 7 County 4 Center Drive, Oroville, California 95965. I am readily familiar with the County's practice for 5 collection and processing of correspondence/documents for mailing with the United States Postal 6 Service and that said correspondence/documents are deposited with the United States Postal Service 7 in the ordinary course of business on the same day. 8 On December 17, 2004, I served the foregoing Code Enforcement Citation # 0150 on the 9 person(s) named below by placing a true copy thereof in a sealed envelope, with first class postage 10 thereon fully paid, It addressed as indicated below, and by placing said envelope. 11 12 In the appropriate place within the Department of Development Services where 13 mail is collected for mailing with the United States Postal Services on the same 14 day. 15 X In the United States Postal Service Mail in Oroville, California. 16 Larry D. Rudd 17 1190 Civic Center Blvd. 18 Yuba City CA 95993 19 I declare under penalty of perjury under the laws of the State of California that the foregoing 20 is true and correct and that this declaration was executed on December 17, 2004 at Oroville, 21 California. 22 23 G B e ict 24 Of ce A tant II 25 26 27 28 r i Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR www.buftecounty.net/dds October.4, 2004 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538.7785 Facsimile Larry D. Rudd 1190 Civic Center Blvd Yuba City, CA 95993 RE: Formal Warning Notice Butte. County Code Violation 3093 Dos Rios Rd, Biggs CA AP# 025-110-003 Dear Larry D. Rudd; Through our courtesy notice on August 6, 2004, you were notified pursuant to Section 41-2 of the Butte County Code of the presence of code violations on your above -referenced property. According to our records, the courtesy notice has not resulted in abatement or correction of the following specific violations: 1. The accumulation of junk in public view. 2. The keeping of inoperable vehicles in public view. Your failure to eliminate the stated violations is cause for the issuance of this formal warning notice. This is notice that as of'this date, our records indicate that the following violations to the Butte County Code still exist: • Butte County Code, Chapter 24, Section 24-65 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. • Butte County Code, Chapter 24, Section 24-90 - The A-5 (Agricultural, 5 -acre minimum parcel) zone does not "specifically authorize" large accumulations of junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in the A-5 zone without a Use Permit. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to be "junk." Chapter 11, Section 11-4 forbids people, whether at a licensed' unkyard location or not, from storing junk in public view The determination that this violation exists on the property is based on the following definition in the Butte.County Code: r Larry D. Rudd AN 025-110-003 October 4, 2004 Page 2 • Butte County Code, Chapter 24, Section 24-305.240 - Junk. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, parts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled in public view, and all other similar personal property ordinarily defined and classified as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. • Butte County Code, Chapter 24, Section 24-305.451 - Violator. An adult owner, tenant, occupant, resident or other person having possession, control or any other ownership interest in or the right of access to the premises, who is suspected or alleged to have violated or to be in violation of any Butte County Code provisions of the Chapters specified in Butte County Code Section 24-305.451. In order .to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction actions: 1. Remove all "junk" in accordance with the Butte County Code, Chapter 24, Section 24- 305.240. 2. Remove all inoperable/junk vehicles from the property. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violations) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation will include a description of the premises, the violation concerns, a description of the violation, the date of your convictions and the action necessary to correct or abate the violation(s). Should you have any questions ,,concerning this matter, please contact me at the address or telephone number listed above. Sincerely, i Nick Hoekstra Code Enforcement Officer NH:glb cc: Department of Development Services, Code Enforcement PROOF OF SERVICE BY MAIL 1 I am a citizen of the United States and employed in the County of Butte; I am, and was at the 2 time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within 3 action. My business address is Department of Development Services, Building Division, 7 County 4 Center Drive, Oroville, California 95965. I am readily familiar with the County's practice for 5 collection and processing of correspondence/documents for mailing with the United States Postal 6 Service and that said correspondence/documents are deposited with the United States Postal Service 7 in the ordinary course of business on the same day. 8 On October 4, 2004 , I served the foregoing 10 Day Notice on the person(s) named below 9 by placing a true copy thereof in a sealed envelope, with first class postage thereon fully paid, 10 addressed as indicated below, and by placing said envelope. 11 12 In the appropriate place within the Department of Development Services where 13 mail is collected for mailing with the United States Postal Services on the same 14 day. 15 X In the United States Postal Service Mail in Oroville, California. 16 Larry D. Rudd �7 1190 Civic Center Blvd Yuba City CA 95993 18 19 I declare under penalty of perjury under the laws of the State of California that the foregoing 20 is true and correct and that this declaration was executed on October 4, 2004 at Oroville, California. 21 22 wyn Ben t Office Assistant II 23 24 �5 26 �7 ` .28 COPY ----- I Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR www.buttecounty.net/dds October 4, 2004 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538.7785 Facsimile Occupant 3093 Dos Rios Road 'Biggs, Ca 95917 RE: , Formal Warning Notice Butte County Code Violation 3093 Dos Rios Rd, Biggs CA AP# 025-110-003 Dear Occupant; , -1 ft w Through our courtesy notice on August 6, 2004, you were notified pursuant to Section 41-2 of the Butte County Code of the presence of code violations on your above -referenced property. According to our records, the courtesy notice has not resulted in abatement or correction of the following specific violations: 1. The accumulation of junk in public view. 2. The keeping of inoperable vehicles in public view. Your failure to eliminate the stated violations is cause for the issuance of this formal warning notice. , This is notice that as of this date, our records indicate that the following violations to the Butte County Code still exist: • • Butte County Code, Chapter 24, Section 24-65 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. • Butte County Code, Chapter 24, Section 24-90 - The A-5 (Agricultural, 5 -acre minimum parcel) zone does not "specifically authorize" large accumulations of junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in the A-5 zone without a Use Permit. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to ,be "junk." Chapter 11, Section 11-4 forbids people, whether at a licensed junkyard location or not, from storing junk in public view The determination that this violation exists on the property is based on the following definition in the Butte County Code: .1 Occupant AN 025-110-003 October 4, 2004 Page 2 • Butte County Code, Chapter 24, Section 24-305.240 - Junk. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, parts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled in public view, and all other similar personal property ordinarily defined and classified as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. • Butte County Code, Chapter 24, Section 24-305.451 - Violator. An adult owner, tenant, occupant, resident or other person having possession, control or any other ownership interest in or the right of access to the premises, who is suspected or alleged to have violated or to be in violation of any Butte County Code provisions of the Chapters specified in Butte County Code Section 24-305.451. In order to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction actions: 1. Remove all "junk" in accordance with the Butte County Code, Chapter 24, Section 24- 305.240. 2. Remove all inoperable/junk vehicles from the property. This is your final warnin . Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten (10) days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation will include a description of the premises, the violation concerns, a description of the violation, the date of your convictions and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact me at the address or telephone number listed above. Sincerely, Nick Hoekstra Code Enforcement Officer NH: glb � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 F PROOF OF SERVICE BY MAIL I am a citizen of the United States and employed in the County of Butte; I am, and was at the time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within action. My business address is Department of Development Services, Building Division, 7 County Center Drive, Oroville, California 95965. I am readily familiar with the County's practice for collection and processing of correspondence/documents for mailing with the United States Postal Service and that said correspondence/documents are deposited with the United States Postal Service in the ordinary course of business on the same day. On October 4, 2004 , I served the foregoing 10 Day Notice on the person(s) named below by placing a true copy thereof in a sealed envelope, with first class postage thereon fully paid, addressed as indicated below, and by placing said envelope. In the appropriate place within the Department of Development Services where mail is collected for mailing with the United States Postal Services on the same day. X In the United States Postal Service Mail in Oroville, California. Occupant 3093 Dos Rios Road Biggs CA 95917 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on October 4, 2004 at Oroville, California. wyn BeneUat Office Assistant II NOTES RESIDENTIAL PERMIT NO. 025-110-003 -- - - 04-0261 4 RUDD, KEVIN _ _ 13093 DOS RIOS RD, BIGGS Cont: N/A 30X40 DET GARAGE ' 1 I „ SPECIAL CONDITIONS ' CHECKED BY SRA FLOOD CERTIFICATE REQ. �- FIRE SPRINKLERS REQ. 7 SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 3 i I JOE J=OK o = NotOKRESIDENTIAL - =Not AAppplicable . = Not Ready - P Date UNDERFLOOR (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope Fireplace Ties or Type A Flue -Fireplace Throat Clearance 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Garage Fire Protection Framing -RC Channel 5. Stemwalls, Main; Steel-Blockouts-Wrapped 54. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 55. 6a. Hold Downs and Special Anchors 56. 7. Slab, Steel -Wrapped 57. 8. Piers -Fireplace Ftg.-Steel Date 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Date 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test 61. 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation (Single & Duplex) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Fireplace Ties or Type A Flue -Fireplace Throat Clearance 17. Water Htr.; Vent -Access -Combustion Air Baffle Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 18. Water Pipe; Test & Anchor -Nail Protection Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 19. D.W.V.; Test Fittings & Anchor -Nail Protection Garage Fire Protection Framing -RC Channel 20. Shower Pan; Test, First Floor -Tub Access 54. 21. Test Tub & Shower, Second Floor -Tub Access 55. 22. Gas Pipe; Sixe & Anchors 56. 23. Fire Sprinkler; Test 57. Siding -Nailing Veneer 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 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 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 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light _ 35. Smoke Detector , 84. Stucco Brown -Finish Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 43. Bearing Walls over Girders & Floor Nailing Date 44. Draft Stop in Walls (rat proof) Comments at Final: 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard.Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following Instld./Drive 0 Yes O No/Walks O Yes 0 No/Planters O Yes O 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: J =SOK 0 = Not OK . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 6. 1. Zoning Requirements -Setbacks -Easements 7. 2. Soils; Special MH Support Sketch 8. 3. Sewer; Location -Test -Fall -C/O -Concrete 9. 4. Water; Location -Test -Easement Needed (Sketch) Date(,, Card B-1 Date Card B-1 Date POOLS (Pla ) OK except #'s 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Setbacks -Easements 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG Soils; Compaction -Structure Stability 7. Well Clearance & Disconnect Pool Structure; Steel -Connections -Thickness Dead Men -Lining 8. Utility Clearance Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. 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. Blockina 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with ( Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLAUMUS Date DECKS, RS, CARPO TS, GARAGES s) OK except #'s g Requirements -Se acs asements ootings; 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. Sidin ; Nailing -Veneer -Stucco -Mesh 10. Rgef, Shthg-Roofirig xt.; 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 (Pla ) 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 -GR 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 Butte County DeparlmentofDevelopmentSer-t ces YVONNE CHRISTOPHER, DIRECTOR www.buttecountV.netldds 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING August 6, 2004 Larry D. Rudd 1 l 90 Civic Center Blvd. Yuba City, CA 95993 RE: Butte County Code Violation 3093 Dos Rios Road, Biggs, CA. 95917-9733 AP# 025-110-003 Dear Mr. Rudd: The Butte County Department of Development Services, Code Enforcement section has determined by inspection and research that there are currently code violations present on your property at the above - referenced location. Specifically, the violations include: 1. The accumulation of junk in public view. 2. The keeping of inoperable vehicles in public view. This is an advisory notice that these uses are in violation of the Butte County Code, as follows: • Butte County Code, Chapter 24, Section 24-65 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. • Butte County Code, Chapter 24, Section 24-90 - The A-5 (Agricultural, 5 -acre minimum parcel) zone does not "specifically authorize" large accumulations of junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in the A-5 zone without a Use Permit. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to be "junk." Chapter 11, Section 11-4 forbids people, whether at a licensed junkyard location or not, from storing junk in public view. The determination that these violations exist on the property is based on the following definitions in the Butte County Code: R Ck Larry D. Rudd AP#025-110-003 August 6, 2004 Page 2 • Butte County Code, Chapter 24, Section 24-305.240 - Junk. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, parts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled in public view, and - all other similar personal property ordinarily defined and classified'as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. • Butte County Code,' Chapter 24, Section 24-305.451 - Violator. An adult owner, tenant, occupant, resident or other person having possession, control or any other ownership interest in or the right of access to the premises, who is suspected or alleged to have violated or to be in violation of any Butte County Code provisions of the Chapters specified in Butte County Code Section 24-305.451. It is. the County's goal to obtain .voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active code enforcement program which provides an effective means of enforcement., If voluntary compliance with this notice is not accomplished by correction or abatement of, the violation(s), enforcement may be pursued through the issuance of a citation to appear in the Butte County Municipal Court. Upon conviction, violators may be fined and a Notice of Violation may be recorded which will include a description of the action necessary to abate the violation. In order ' to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction action: J. Remove all "junk" in accordance with the Butte County Code, Chapter 24, Section 24-305.240. . 2. Remove all inoperable/junk vehicles from the property. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions. Should you have any questions concerning this matter, please contact me at the address or telephone number listed above. Sincerely, Nicholas Hoekstra Code Enforcement Officer NH: ]r cc: Department of Development Services, Code Enforcement 2 Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR www.buttecounty.net/dds 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING August 6, 2004 Occupant 3093 Dos Rios Road Biggs, CA 95917-9733 RE: Butte County Code Violation 3093 Dos Rios Road, Biggs, CA. 95917-9733 AN 025-110-003 Dear Occupant: The Butte County Department of Development Services, Code Enforcement section has determined by inspection and research that there are currently code violations present on your property at the above - referenced location. Specifically, the violations include: 1. The accumulation of junk in public view. 2. The keeping of inoperable vehicles in public view. This is an advisory notice that these uses are in violation of the Butte County Code, as follows: • Butte County Code, Chapter 24, Section 24-65 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. • Butte County Code, Chapter 24, Section 24-90 - The A-5 (Agricultural, 5 -acre minimum parcel) zone does not "specifically authorize" large accumulations of junk. The storing of more than 100 square feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists. A "junkyard" is not an allowed use in the A-5 zone without a Use Permit. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to be "junk." Chapter 11, Section 11-4 forbids people, whether at a licensed junkyard location or not, from storing junk in public view. The determination that these violations exist on the property is based on the following definitions in the Butte County Code: Occupant . AP#025-110-003 August 6, 2004 Page 2 • Butte County Code, Chapter 24, Section 24-305.240 - Junk. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, parts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled in public view, and all other similar personal property ordinarily defined and classified as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. • Butte County Code, Chapter 24, Section 24-305.451 - Violator. An adult owner, tenant, occupant, resident or other person having possession, control or any other ownership interest in or the right of access to the premises, who is suspected or alleged to have violated or to be in violation of any Butte County Code provisions of the Chapters specified in Butte County Code Section 24-305.451. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active code enforcement program which provides an effective means of enforcement. If voluntary compliance with this notice is not accomplished by correction or abatement of the violation(s), enforcement may be pursued through the issuance of a citation to appear in the Butte County Municipal Court. Upon conviction, violators may be fined and a Notice of Violation may be recorded which will include a description of the action necessary to abate the violation. ' In order to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction action: 1. Remove all "junk" in accordance with the Butte County Code, Chapter 24, Section 24-305.240. 2. Remove all inoperable/junk vehicles from the property. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions. Should you have any questions concerning this matter, please contact me at the address or telephone number listed above. Sincerely, Nicholas Hoekstra Code Enforcement Officer NH: Ir cc: - Department of Development Services, Code Enforcement P) Butte County Department of Dever ent Services YVONNE CHRISTOPHER, DIRECTOR www.buttecounty.netldds 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile ' August 6, 2004 Clarence and Sara Vanguda 54 Dick Lane Oroville CA 95966 RE: Butte County Code Violation 54 Rossmore Lane, Oroville CA 'AP# 068-343-042 Dear Clarence and Sara Vanguda; The Butte, County Department of Development Services, Code Enforcement section has determined by inspection and research that there are currently code violations present on your property at the above -referenced location. Specifically, the violations include: 1. The keeping of inoperable vehicles in public view. This is an advisory notice that these uses are in violation of the Butte County Code, as follows:. Butte County Code, Chapter 24, Section 24-65 - Applicability of zoning regulations. All uses of land within a zoned district not specifically authorized or permitted by regulations are prohibited. Butte County Code, Chapter 24, Section 24-95 - The AR (Agricultural -Residential) zone does not "specifically authorize" large accumulations of junk. The storing of more than 100 square' feet of "junk" on a parcel is one of the items used to determine that a "junkyard" condition exists.. A "junkyard" is not an allowed use in the AR zone without a Use Permit. "Automobiles and other vehicles, dismantled, in whole or in part" are considered to be "junk." Chapter 11, Section 11-4 forbids people, whether at a licensed junkyard location or not, from storing junk in public view. The determination that these violations exist on the property is based on the following definitions in the Butte County Code: v Clarence and Sara Vanguda AP# 068-343-042 August 6, 2004 Page 2 • Butte County Code, Chapter 24, Section 24-305.240 - Junk. Any worn-out and discarded material in general that may be turned to some use including, but not limited to, any old iron, wire, copper, tin, lead, rags, paper, bags, lumber, empty bottles, bones, parts of bicycles, tricycles, baby carriages, automobiles, and other vehicles, dismantled, in whole or in part, kept, stored, located, situated or piled in public view, and all other similar personal property ordinarily defined and classified as "junk" kept, stored, located, situated or piled in public view and not screened from public view by a fence. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active code enforcement program which provides an effective means of enforcement. If voluntary compliance with this notice is not accomplished by correction or abatement of the violation(s), enforcement may be pursued through the issuance of a citation to appear in the Butte County Municipal Court. Upon conviction, violators may be fined and a Notice of Violation may be recorded which will include a description of the action necessary to abate the violation. In order to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction action: 1. Remove all inoperable/junk vehicles from the property. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions. Should you have any questions concerning this matter, please contact me at the address or telephone number listed above. Sincerely ,, Nick Hoekstra Code Enforcement Officer. . NH: glb cc: Department of Development Services, Code Enforcement ' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 ;r 7 County Center Drive • Oroville, CA • (530) 538-7541 is CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. _` YV / `t?-.si.�•..M�r-:rrt+w*'^-3.--�-y-'4.k-ir-."•ti*.--....t:P}�.�,,,•�"rr�.rslfs�-"•.'y4----'ti�•�.rM�*-� t""♦ 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 0 ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this oflice when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, UCi 1 Ye,✓ 3140",BEACON',BLVD. -'WEST SACRAMENTO, CA 95691-'- (916) 371-0434 -- FAX (916) 371-1809 PAGE ��' ..... Pio�ectName�� Pro�.e�ctocahon:*x �� ertcnt#?A. ^� res Client ��" �ihent,s Representatwe: aaF , y; / w ` ` lMINO1� w1vols ." ON AA Supe"�g ,nntendent� I -1 � i?: �•cT-."�. �� 'i'�_, x J'i .. ,% � _ ✓ � :/K�'' .5 .."� y`� A� Xr they=Persons•ontacte p ''. '".t'h k �:'..,�� WOEM .. .. kEll WorkLocahon/Element ,�,w .:.'C'l% xb') ri��9„'"'F e�'.C�bS!?.Y�.b� k Vis,Egm Y4�'i✓1�!i✓�'�-ti;�1}°'�'Jd �@'.�%'R'2"�e- ment used: limma w', ,. ... .wy P. '} '4 - £ :: x.,4Y' *T*."'Ci+r• ., ,d" Sbxa TXT.., cc f.� b+E r^tx ' >... �hC n �. � �: � _a.�._ �„ .t.. i\#'.��:31`Z�'�� n. � ., ., �r i"1.,1''l`%�t.'�X.w.. .n .:�' � .k �A ' .. i�'t'`,'•�KK '�' •c�St,+ x�� lx.,�:sV`.-�. ar ,; , i ' t•►'V ` S1'TC. lG GlnG'1►'� 1 v -r_ l`v.l vm G n[ c fia r► .S 2 3 Mn l 6H Z, A I a�.,/r:S•'_' [/�•�Su .�•-... ,.. .' � � .� � Nn U C.� 5. � � -�/1. ✓h' /� YGG�it /�'1' "J?2"h•,cR-k `..,A), sOCLI ewl:c0✓1 C411 iav e c� W11 ATTACHMENTS: .:0 FIELD DENSITY DATA Q CONCRETE PLACEMENT DATA Q SKETCH OTHER: Copy 7L�c—eby/ "Ven to '" A 'ved: Darted Report y,:-- UCi 1 Ye,✓ 3140",BEACON',BLVD. -'WEST SACRAMENTO, CA 95691-'- (916) 371-0434 -- FAX (916) 371-1809 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96). APPLICATION AND PERMIT 1244— 6Z& ASSESSOR P CEL NUMB —1110-803 N—,- BUILDINGPERMIT OWN Male dd TELEPHONE 9Z.9, /99 SO. FT. OCC. BUILDING VALUATION .OWNER'S MAILING AOOR S D O �• i CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 2 Z67 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDIN DgEs % Energy Plan Checking Fee $ $ PERMIT FEE $- 5 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE 779 SF ❑ Duplex ❑ Mobilehome ❑ Other r,• s CIFY Trap 7.00 Solar or heat um water heater 23.0 Solar Water piping 00 Each gas water heater or vent 15.00 TYPE OF WORK %Gas New* Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 13Q is *6 piping system 1 - 5 ets 15.00 Building sewer 15.00 Mobile I S I G I W 1 920.00 PERMIT FEE S 1 �n•7� E l n DQ : X ELECTRICAL PERMIT Fling Fee 20.00 , C� 600V OR Main Service q Op SSS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License w for the following reason: I, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. ( DWELLING OCCUP, 5Q� 1/ IJ OR ADDNS. & ACC. BUDS. 3.�T2,QO NON-RES'D MULTI.OUTLEr @7,50 APPARATUS SINGLE 0.CIR. .11N.. Ex. OCCu OUTLET OR FD(TURES 20 @ 1'00 BAL @ .SO Ex. Occup. oFlxuTrs A� OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE _ 2.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) VIIcertify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with th provi ion . Date Ignature of pplicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. PE TOTAL FEE $ /463.Z5 Z5 HAZ. FE IMP ., FLOOp X CDF PARC�C PD D su This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 2 Bc�" -7 Date J S 0 PERMIT EXPIRES ON 3 S 05 Det Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR •PIN NSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVIC S -{I BUILDING DIVISION ` 7,County Center Drive Oroville, California 95965 • Telephone (530) 538-75 1 PERMIT NO. v.12/96) APPLICATION AND PERMIT —Q ASSESSORPARC0.NUMBER ZONING BUILDING PERMIT OWNER ` L T DI E SO. FT. I OCC. BUILDING VALUATION CONTRACTOR'S NAME ' V V �e�rrnvne ICONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER aWDER'S MAILING ADDRESS Fireplace Total Valuation is LICENSE NO CHITECT OR ENGINEER PERMIT FEE S Filing Fee $ 20.00 Permit Fee $ ID e)n ARCHITECT OR ENGINEERS MAILING ADDRESS 46.00 Plan Checking Fee $ , BUILDING ADDRESS ^ ✓�/lJ) a ACC. BIDS. 1 Energy Plan Checking Fee $ @7.50 PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other 1 `-Z(�A SIS Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 1jAV Each as water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ UdGdes ❑ Installation ❑ Other ❑ Describe Work: V [� Gas piping system 1 - 5 outle 15.00 Building sewer 15.00 Mobile Home G W @20.00 L�C � .PERMIT FEE PAID SRA SHERIFF OTHER S AMOUNT RECEIVED $ RC2.,e;� DATE RECEIVED RECEIPT # �'35 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service LE OO. LEN 23.00 Main Service YOGA TO 1000A 46.00 NEW CONST. DWEWNG 00TP. , OR ADONS. a ACC. BIDS. 3.54sso. •W NtW GUM F. NON -REBID. MULTI -OUTLET BRANCH CIRCUITS ) @7.50 EJC. OCCU . OVIL.ET OR FIXTURES BAL @ �•� FIXED Occup. OUTLETSEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE I S MECHANICAL PERMIT I Fling F6e-1 20.00 6.50 Ventilation Mobile Home Installation Fee $ Energy Inspection Fee $ D D CONST. TYPE T AL FEE $ 3 HALL . FE 1 I FLO I CDF I P C0. HD JASUE This permit Is hereby issued u der the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ere '�+}'�"?l"'4►��F,r;i•`�'"a�+r�.�*.a-,��;....n:,r.yr-•a.�,n:�-�t'`�f'i'in'Y►r\+Y11'7i'vRr::b+t'�nr;:''�r�i`,�'�''��i.,�Rh...-"rr...-+'.:..G/��.'^.r`.*//7y`�� :f; i' 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 TOWNER: ASSESSOR PARCEL NUMBER VI 0 0 0 J Proposed Building Use: Counter Technician In Date: Items required in order to a`ply for a p mit. All boxes MUST be checked OR marked NA in order to apply. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in (� duplicate.� - 9. Metal bldgs: (A) Metal B Plans, (B) Fnaid ca d plans lcs in triplicate, (C) Elevations in triplicate. (D) Igor I' tr'pllcate All of these must be stamped and wet -signed by the engineer. i ❑ 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 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 0 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by O,? i , x 19., Soils Report and/or Engineered Foundation required ........................................... ........ ��❑ ; 20:. Erosion Control Plan Required........................................................................ •� ',, 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 3 � - 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 6 24. Planning approval (A) Use: 01< (B)Parking: (C) Parcel Check: ��- 0 " ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... 0 28. Pre -Inspection for required....... 0 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... 0 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... 1 ❑ 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. P20V/!-/V�6 DA C'/�_�/,[�/t C . S. OGT1' 39 Other: When issued Telephone and hold for pickup. I have been informed of the above items and ryets for obtaining a building permit. Applicant: I � .ate: --------• � "I �© 1. Index permit application for the above items num erect: Plan Check Letter 2. Additional items required Contractor, designer, o ner, as advised of the above data by phone, 0 mail, 0 counter, by Date: Contractor, designer, o ner, was advised of the ove d tab phone, 0 mail, 0 count by Date: Plans reviewed by: �i Date: 2 Plans approved by: �- Date Structural reviewed by: Date: Structural approved by: Date: Note transfer b : Date: Yellow: Building Division t E.W. USE ONLY Plot Plan Attached G Flow Plan Attached TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance L�rrb j•30�i3 5��ys a -Is--/ I — U3 Owner Location AP# Plan Approved for: Sewage Disposal Water Clearance for dwelling. Other 3 6 �K qO Hold final for: Final clearance O.K. for: NOTE: Environmental He 8/96 Specialist ply: Public Private Wel Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES n� �, OWNER A.P. # oma' � I 0-002 PROPROSED BUILDING USE DATE b •RECEIPT # DATE LC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ �YC (� V CJ• --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... Sq.Ftg. 4. URBAN AREA FEES X $0.03 = $ (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. .5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan , p ces checking s. q A APPLICA UV)l�J DATEIL f �� 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) 03/02/2004 10:29 N0.388 P001 �5,TATE DISTRICT OFFICE coanaENSATIQNI. - FACSIMILE COVER SHEET INSURANCE TELEFAX NUMBER IS FUND . 707-864-7801 NAME: BUTTE COUNTY BUILDING DEPT. ATTN PMILO- DELIVER. TO: POLICY SPANGLER STEEL STRUCTURES DATE: 03/02/04 TELEFAX NO: 530-538-2140 AREA CODE NAME: SIMONA FROM: DEPARTMENT/SECTION: FAIRFIELD CUSTOMER SERVICES CENTER PHONE: (877) 405-4545 • AREA CODE MESSAGE: RE: KEVIN RUDD BUILDING THE TOTAL NUMBER OF PAGES FAXED INCLUDING THIS COVER SHEET ARE: Mailing Address: P_ O. BOX 4002 FAIRFIELD, CA 94585-8002 scar 2070 (REV. 4-01) . 03/02/2004 10:29 NO.3BB P002 CERTHOLDER COPY STATE P.O. BOX 420807, SAN FRANCISCO, CA 94142-0807 COMPENSATION INSURANCE FUND CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ISSUE DATE: 03-02-2004 KEVIN RUDE 3093 DOS RIOS ROAD BIGGS CA 95917 GROUP: 00'0229 POLICY NUMBER: 24213-2004 CERTIFICATE 10: 7 CERTIFICATE EXPIRES: 01-01-2005 01-01-200401-01-2005 This is to certify that we have issued a valid Workers Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated. This policy Is not subject.to cancellation by the Fund except upon 30 days advance written notice to the employer. We will also give you 30 days advance notice should this policy be cancelled prior to its normal expiration, This certificate of insurance is not an insurance policy and does. not amend, extend or alter the coverage afforded.by the, policies listed herein. Notwithstanding any requirement, term or condition of any contract or'other document with respect to which this certificate of insurance may be issued or may pertain, the insurance afforded by the policies described herein is subject to all. the terms, exclusions, and -conditions, of such policies. 2(11hl� 04.�_c,6&� AUTHORIZED REPRESENTATIVE PRESIDENT EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1,000,000 PER OCCURRENCE. ENDORSEMENT #12065 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 03-01-2002 IS ATTACHED TO AND FORMS A PART OF THIS POLICY_ EMPLOYER ,SPANGLER, LELAND A. DBA: SPANGLER STEEL STRUCTURES 1453 AVOCET DR MARYSVILLE CA 95901 4 [SM,NFI a ru t this mcff"te mt d PRINTED: OS•003-02,2004SCIF 10262E A p y wu nee.e feint warermerk met renaa.'OFFIClAL STATE FUND DOCUMENT' PAGE. / OF t. March 2, 2004 Kevin and Maria Rudd 3093 Dos Rios Rd. Biggs, CA 95917 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 025-110-003 Building Permit Number: 04-0261 0 el Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: / Provide three copies of the floor plan for the structure with the'location of all doors and windows. Sizes are to be provided and plan is to be drawn a'inch per foot scale. x Provide three copies of a corrected site plan. Enclosed is a "Site Plan Submittal Requirement" form. All requirements from this form are to be detailed on the plans. The building is to correctly depicted and dimensioned. The porch on the mobile home is to be shown. All setbacks are to be indicated -from mobile home porch, from property line and from the septic tank. Plot plan is to be drawn to scale, one foot is equal to twenty feet. STRUCTURAL COMMENTS: Provide name of special inspector for high strength bolts. Enclosed is special inspector requirements -return form with name of special inspector. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Rick. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data She Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer 1 of 1 PROJECT PROCESSING RECORD Applicant: Owner: A.P. #: 25� — { 1 0 - 03 Permit Work Description: Date Description of Step or Status 1MIo�� , C O.B.-1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing . and issuing your building permit. No building permit will be issued until this verification is received. JI personally plan to provide the major labor and materials for construction of the proposed property improvement :YES NO 132. I HAW HAVE NOT ❑ signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, 'but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CON'TRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: QL SOCIALSECURI'TYN[ UMBER. � � (�- DATE: l NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit 4 I OWNER BUILDER INFORMATION Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party ofrecord on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work If your work is being performed by someone other than yourself you may protect yourself from possible - liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you -plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation coninbutions. ♦ There may be financial risks for you ifyou do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Intemal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner guilder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely. Mic 1 C. Vi ira, C.B.O. er, Building Inspection NOTE. This Owner-Builderbzformahon is required by Section 19830 of the California Health and Safety Code. OVER RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 Till ill (le' I"I) 2003-006632.9 III I'I) "�II' II "I Recorded I REC FEE 10.80 Official Records 1 CONFORM 1.00 County Of I BUT I CANDACE J. BRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Kathy 01:44PM 23 -Sep -2003 i Page l.of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. LARRY D. RUDD REAL PROPERTY OWNER/LESSOR 1690 CIVIC CENTER BLVD. MAILING ADDRESS YUBA CITY YUBA CA 95993 CITY COUNTY STATE ZIP 3093 DOS RIOS RD OROVILLE BUTTE CA INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY COUNTY STATE BIGGS BUTTE CA 95917 CITY COUNTY STATE ZIP GREEN TREE FINANCIAL SERVICING CORP. UNIT OWNER (if also property owner, write "SAME") URE OF LOCAL A ENCY OFFICIAL 2951 SUNRISE BLVD, STE 175 SIERRA PACIFIC MHS MAILING ADDRESS DEALER NAME (if not a dealer sale, write "NONE") RANCHO SACRAMENTO CA 95742 c'MRDOVA COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-2291 530 538-7541 BUILD G PERMIT NO. TELEPHONE NUMBER URE OF LOCAL A ENCY OFFICIAL DATE SIERRA PACIFIC MHS DEALER NAME (if not a dealer sale, write "NONE") NOT AVALIABLE DEALER LICENSE NO. SKYLINE HOMES INC 1997 OAK MANOR OKM2241 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMENUMBER 06700455KB/KA 66'X 26' ULI1458957/8 SERIALNUMBER(S) - LENGTH XWIDTH INSIGNIA/LABELNUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP # 025-110-003 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. DESCRIPTION ORDER NO. BU -162015 DP THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: A PORTION OF THE SOUTH HALF OF LOTS 17 AND 19, IN BLOCK 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "RIO BONITO COLONY", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 1892, IN BOOK 5 OF MAPS, AT PAGE(S) 31, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE EASTERLY PRODUCTION OF THE, SOUTHERLY LINE OF SAID LOT 19 WITH THE CENTERLINE OF A COUNTY ROAD G RUNNINNORTH AND SOUTH ALONG THE EASTERLY LINE OF SAID LOT 19; THENCE NORTHERLY ALONG THE CENTERLINE OF SAID COUNTY ROAD, A DISTANCE OF 313.06 FEET TO THE TRUE POINT OF BEGINNING OF THE' PARCEL OF LAND HEREIN DESCRIBED; THENCE WESTERLY AND PARALLEL WITH THE SOUTHERLY LINE OF LOT 19 AND ITS PRODUCTION A DISTANCE OF 208.71 FEET TO A POINT; THENCE SOUTHERLY AND PARALLEL WITH THE EASTERLY LINE OF SAID LOT 19, A DISTANCE OF 9 FEET; THENCE WESTERLY AND PARALLEL WITH -THE SOUTHERLY LINE OF SAID LOTS 19 AND 17, A DISTANCE OF 311.98 FEET TO A .POINT ON THE WESTERLY LINE OF SAID LOT 17; THENCE NORTHERLY ALONG THE WESTERLY LINE OF SAID LOT 17, A DISTANCE OF 108.44 FEET, TO A POINT AT THE -NORTHWEST CORNER OF THE SOUTH HALF OF SAID LOT 17; THENCE EASTERLY ALONG THE NORTH LINE OF THE SOUTH HALF OF LOTS 17 AND 19 AND PARALLEL WITH THE SOUTHERLY LINE OF SAID LOTS 17 AND 19 AND ITS PRODUCTION, A DISTANCE OF 520.63 FEET. TO A POINT IN THE CENTERLINE OF SAID COUNTY ROAD; THENCE SOUTH ALONG THE CENTERLINE OF SAID COUNTY ROAD, A DISTANCE OF 99.44 FEET TO THE TRUE POINT OF'BEGINNING. Date: Owner:l Address: Complabit/V TYPE: {)� B BUTTE COUNTY DEVELOPMENT SERVICES _ COMPLAINT FORM General Plan: Supervisorial District #: wilding { } Health { } Planning { } Housing Complaint Taken By: v V111 LAA1,- { } Permit History on File { } None { } See Attached Caution: Yes Why: Tenant: Description of Violation: Approx. Size of Bldg/Ml-i: INSPECTOR'S REPORT Address: Approx. Age of Bldg/MH: { } Occupied Has Electricity { } Yes { } No Has Gas/Propane { } Yes { } No { } Vacant Has Sanitation { } Yes { } No Obvious Sewage Problems { } Yes { } No Under Construction { } Yes . { } No Built by/for { } Present Owner { } Previous Owner Hazards: { } No { } Yes (explain) Person Contacted: Describe Action Taken: INSPECTOR MUST ATTACH A COPY OF THE CORRECTION NOTICE!! Inspector: Date: ACTION RECOMMENDED { } Information Only, File { } Hold for Days { } Complaint Unfounded { } Other { } Resolved per Inspector's Report { } Send Letter of Compliance Inspector must draw a plot plan with all building locations on the back of this sheet. s' RESIDENTIAL 025-110-003 -PERMIT#97-2190 RUDD, Kevin & Maria 3093 Dos Rios Rd-, E Biggs `PERMIT NO. Cont:..Skycrest Bldg _ Mobilehome Utilities a3�1 PERMIT EXPIRE$ OWNER a t , i1CONTR. 'ASSESSOR PARCEL LOCATION OFFICE COPY Address GAS Meter By Date ELECTRIC �C Meter By Dat 1' Temp. Power Pole Called PG&E 4Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E ;JOB FINALED (Date) '!:'Signature v R� ✓ = OK O' Not OK Not Applicable , = Not Ready RESIDENTIAL (Single & Duplex)' Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ /"Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ p Ftg. Depth 5.- Stemwalls, Main;'Steel-BlockoutsaMrapped 6. Stemwalls, Garage; Steel-Blockouts- Wrapped 6a. Hold Downs and Special Anchors . 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UP Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders. -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date' Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr ; Vent Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower UghtSpa Light 34. Smoke Detector Date Card B-1 ' Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing If Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac: TrussShting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54.' Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic .59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meeh. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter _ 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 NOANalks 0 Yes 0 No/Planters 0 Yes 0 No W. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: V=OK O = Not OK = Not Applicable = Not Ready MOBILE HOMES tr/ (/ 1�/A6ning,Requimnienta - Setbacks - Easements MH Support v 6. Gas; Location -Test -Wrap; / ! fLYt / /Nat or/ 7. Well Clearance i 8. Ufility, Clearance udte .. / -11 uaro B-1 Date //—,U--/-7 Card B-1 /Z." Date / S'-9,PfCard B-1 !S, _ Date Card B-1 Requirements -Setbacks Easements Line MH Test Demand -Valve -Connector 'L^ Electricity; MH Test-Drossovem-Breakem-Clearances _Drain; MH Test-FalWlex Connector 6. Water, MH Test -Regulator -Connector .Z -Water and Sewer Connected -C/O to Grade -HD Approval Gas and Electricity Tagged k000-9. Ti owns -Type -Installation Cert. Exits; Insp.-Sketch 'jff1 Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1Da Card - DateM --.T(-c,-47-) Card B-1 V IPA Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plana) OK except #'a - 1. Inning Requirements.Setbadks-Easements 2. Footings; SoilsSize-Depth,Spacing-ConnectorsSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-R trsTrusses 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. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, DistancelaFI 5. Elec.; Pod 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/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 !• J� L COUNTY OF ATTE kEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Orovllle, California 95965 - Telephone (916) 538-7541ERMIT NO. (Rev.12/96) APPLICATION AND PERMIT q7 � ASSESSOR PARCEL NUMBER ' 029-110-03 ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS '1093 D01; RIDS RD BIGGS, 95917 CONTRACTOR'S NAME TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee - $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 3093 DOS RTOS RD Energy Plan Checking Fee $ R_ BIGGS $ PERMIT F E $ 43.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex O Mobilehome 00 Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Ek Other ❑ Describe Wolk: 11 lei@20.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ".*A 'Ss' 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class C� - R I Lic. No. �� Z OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46,00 NEW CONST. DWELLING OCCUP, OR ADONS. ( 6 ACD. BUDS. SO 3.5QFT. TL NON -R SIIDT ANCI C11CUUIITS 97.50 OWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES BAL p l:so Ex. Occup.ouxTLEeors A Io.OE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 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. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' coensa Ion insurance carrier and policy number are: Carrier a, . c-,^/ C—/gL60 CE /11rS MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number C x'797 ,Z'7 t3 1 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) O 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort with comply with those provisions. X Date 1� % _ Sigriature of Applicant - 11 Owner ❑ Cntr ctor O Agent An OSHA permit is required for excavations Ver deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 143.00 HAZ. D. FEES IMP ROOD ,___ CDF DF P PD HD _ IS UE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON l/ 7efe the applicable provisions Resolutions to do work been paid. Date Receipt No. 224839 WHITE-D.D.S.-B.D. CANARY-ASSESSOF PINK -INSPECTOR GOLDENROD -APPLICANT ;�(, ''Kf��,�y�/X"��``�r``1►� `fix% ��s�,;�h�� `�'Li`%i►t:.t.� �i`rl'tti �`�"�"�"�'r!"}�:rJl.r'^�at'r�Y..'"+r' sl;y,.�^-r�-':'� , x ""'14 jam, y#'e1 � 4 ,COUNTY OF BUTTE DE,4RTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: ASSESSORPARC ER: — Proposed Building Use: hN_k � Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permitro ess' g and/or issuance: Date Received By ❑ 1. All items have been, submitted .------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------ 1:13. Complete plans, 3/4 set's, signed by the preparer of plans. 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 05. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8..,klazardous Material Form. -=7 ----------------------- .---------------------------------------------- anufactured Home data and installation instruction-- -------� ❑ 0 ees of $-------------------------------- ---- -------------------------------------------- - ----------------------------------------- 1. Impact fees as shown on the attached schedule.��C -� ��s�� ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- r1,' ❑ 14. Sanitation and plot plan approval Health Department. --------------------------------------'--- ❑ 15. City, of Chico plumbing permit. ------------------------------------------------------------ >.... . , . ` ❑ 16.;Plot,.p.!r Ian, and business license approval from the City of Biggs. ------------------------ Cl 17: Plannirig approval for (A) Use: (B) Parking: --- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 1320. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). --`----------------------- = - El 22. Workers' Compensation carrier and policy number. ---------------------------------------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner [1) - ------------------------------- 024. Letter of signature authorization. ------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ❑ 2 Letter of intent on building use. ---------------------------------- Q27. Manufactured Home utility _clearance . -------------------------- ❑28. Existing violations and/or expired permits. -------------------- 1129. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (Date) Wh you issue the ermit, process a follows El Mail to owner, ❑Mail to tractor. Telephone and hold for pickup at /Z�l� I� office. ❑ Deliver with inspector. Applicant: Date: 10 6/92 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date:_ By: Copy of plans sent ❑ Health Department, ❑ Fire Department ❑ ther: Date: By: 1. Index permit application for the above items numbered: Kill ❑ Plan Check List .2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor; designer; owner;: was advised•ofthe above required:data-by ❑ phone, -0 mail;r❑-Building,Division-counter;-by- -• Date:------'- Plans ate:--__---'- Plans reviewed by: Date: Plans approved by: Date: — + Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. <awv y'.^'F�w.++,w_wT.r�.w7..+.+w.+6,...r.w-.«+..•-+..a•...«....- f ". t'};,,.. ,�"� ..'TAi i '+ �}FF+qW+r•�rf+.l*.wn.•. .+i�gact,fw-.9r 3. ^"'..e. «.• ' + �-:1' V«i'•4'K dtiv. :.r++.rM .r.+:+..r ...i`t'..a,.� �.....�.. _ _ f ..,, . .. , .. .:'r+- M , BUTTE COUNTY SCHOOLS I,IAPACT FEE CERTIFICATION FORM (One form per. Building) School District Building Department No. •A.P.,Number •�� — (� C�'�`Jurisdiction: City Ek County Property Owner a r (til. #; P* operty Location/Address 1 ` Subdivision Lot No. Residential Development Sq. Footage Co No of Living Mobile Home Addition (Group R) Units Installation Commercial/Industrial F7 Sq. Footage New Addition (Including Exterior Roofed Areas) llp—wilding Department Rep a ntative Date 4. u-ioor vians revieweo uy scnooi uistnct versonnep District Identification No. �! n P �..Scho of District certifies that P�. �. ` ' (Applicant) 1 (Street Address) (Phone Number) K (State) has complied,with the requirements of Resolution No. representing J / C In square feet. r� Paid by Check # �__I:& L4 Remarks: (Zip Code) by payment of $ B 2926 $ ULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Buttetounty Schools Impact.Fee Certification Form, the School District is notified by the, applicable. Local Planning Agency that this project 'is being reviewed under the California Environmental Quality Act (CEQA), 1 this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (2/97)dmm COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER r ZONING BUILDING PERMIT OWNER I\ V\ a TELEPHONE SO, Fr, OCC. BUILDING VALUATION OWNERS DRESS , nC CONTRA R'S NAME TELEPHONE CONTRACTORS W49ING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ (,(� BUILDING ADDRESS S t OS } Energy Plan Checking Fee $ \ —' a $ PERMIT FEE $ LOT NO. SUBDN610NSNAME CEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome kOther SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Unities ❑ Installation Other ❑ Describe Work: Each as water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI G I W I @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service . OR mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. O 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and'agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To 1000A 46.00 NEW CONST. DWEWNG OCCUP, s0 OR ADONS. ( 8 ACC. OCS. 3.5¢FT. NEW CONS MULTI -OUTLET @7.50 NON-RESID. POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 3';� Ex. Occup. ounce aEsio�EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ I CONST' TYPE TOTAL FEE $ HAZ D FEES IMP FLOOD CDF PARCEL PD HD ss UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE 4 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CAl- � (916) 891-2751 7 County Center Drive, Oroville,,CA - (916) 538-7541 CORRECTION NOTICE K 14 d d 9-2_ aip� OWNER I PERMIT NO. A routine inspection indicates that the following violations of Butte'County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, - please contact this office immediately. 'l Lit `C C L i a.,- 11- /✓ S i 5- 97 wT+ 1- 1 r . Date ( InspectorI REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routi 'e inspection indicates that the following violations of Butte County Ordinances exist at . r the ab ve address and should be corrected. Please notify this office when correction of work is com leted. If you have any questions pertaining to this matter, or need additional explanation, pleas contact this office immediately. C - A40 7- a -P M 1=21ME ' / :'�`'i+w?Yi''rt'x."'#�_c 3 COUNTY OF BUTTE .. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE A routine inspection indicates that the following violations of Butte County Ordinances exist at _0 the above address and should be corrected. Please notify this office when correction of work is complet d. If you have any quesditions pertaining to this matter, or need addition explanation,",—, please cA PbVIME' b -l -,f 77) A111 SPA tact this office immeately. ~ MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE + ! DEPARTMENT OF DEVELOPMENT SERVICES g° BUILDING DIVISION --7 COUNTY CENTER DRIVE OROVILLE, CA 95965 --PHONE (916) 538-7541 APN: Qin " „ PERMIT NO.:c, Owners: r Name: Owners: Address: *fes+(✓ Mobilehome, , d -_i - Year of Manufacturer ,� t Manufacture: 11 r Serial numbe ;�667 � '`+ Insignia or or V.I.N. . HUD number: Official approvin installation: Date: j 6 If the mobilehome is m ede or relocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome'is installed on a foundation system. 513B White -Owner, Yellow -Installer, Pink -Bldg., Gold -Assessor DEC -04-97 11:36 AM CHICO BUILDING SYSTEMS 916 342 9174 CHICO BUILDING SYSTEMS Ser up & Delivery of Ma+lu/actured Homes Plus Building Accessory Structures E CONTRACTOR'S VERIFICATION P. 02 I certify that I have installed the Ground Loc Tie Down System as per the installation instructions. I have made no modifications to the tie down system or to the building structure. Skycrest Enterprises, Inc. d.b.a. Chico Building Systems 13468 Highway 99 Chico, CA 95973 (916) 342-2694 Contractor's License #295412 Installer:For Client: —_. K.'..!�... ''... m �... _—. Ll� 0 Site Address: _ �_��r�f �j. �OCA_ S /Z6( Permit Number: /, -_ Serial Number _ I-s- ponn Dooley, Production Manager • Jim Brogden, Service Manager 13468 Hwv 99E • Chico. CA 95973 • Phone (9161342-2694 - Fax (916)342-9174 DEC -04-97 11:36 AM CHICO BUILDING SYSTEMS 916 342 9174 P.01 x CHICO BUILDING SYSTEMS Set UP 8 Delivery o/ Manufactured Homes Plus Building Accessory Structures W1 T0:—....�—_._.._ FROM-. DATE; NUMBER OF PAGES: —_-.. ( Including this page) SUBJECT: MESSAGE: Please call (916) 342-2694 if you have a problem receiving this fax. (11/97) Donn Dooley, Production Manager • Jim Brogden, Service Manager 13468 Hwy 99E • Chico, CA 95973 Phone (530) 342-2694 - Fax (530) 342-9174 p j NOTES RESIDENTIAL '025-110-003 PERMIT NO. _ RUDD -LARRY` _ _ 03-2442_ -- 3093 DOS RIOS RD, BIGGS Cont: SIERRA PACIFIC MHS AWNING, DECK & (2) ROOMS i 11 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY JOB FINALED (Date — D Signature tw t 11 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY JOB FINALED (Date — D Signature J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope ` Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ . /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 5. Stemwalls, Main; Steel-Blockouts-Wrapped 50. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 7. Slab, Steel -Wrapped 52. 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Property Line Firewall & Openings 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 57. 15. Access & Ventilation 16. Insulation Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 61. 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Infiltration -Walls -Windows 20. Shower Pan; Test, First Floor -Tub Access. 21. Test Tub & Shower, Second Floor -Tub Access Date 22. Gas Pipe; Sixe & Anchors Card B-1 Date Card B-1 23. Fire Sprinkler; Test FINAL (Plans) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 66. 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors Bedroom Exiting 26. Size Boxes & No. of Conductors Stapled 68. 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Trim & Subpanel, Breaker Sizes & Labels 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 70. Stairs & Rails 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 71. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or At Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect Elec. Outlets at Wood Panel, Int. & Ext. 33. Equip. Clearances Panels-Motors-Mech. Equip. 73. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Elec. Outlets & Receptacles at Kit. Counter Date • Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support Plb.; Elec. & Mech. Equip. Listed for Location 37. Vent Fan, Exhaust above insulation 79. 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Clearance Looked under Floor O Yes 41. Sills Proper Materials & Anchors 83. 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing Stucco Brown -Finish 44. Draft Stop in Walls (rat proof) 85. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters O Yes O 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: J = OK 0 = Not OK .=,NotReadyable Gas; MH Test -Demand -Valve MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Water; MH Test 1. Zoning Requirements -Setbacks -Easements 8. 2. Soils; Special MH Support Sketch Exits 3. Sewer; Location -Test -Fall -C/O -Concrete 11. 4. Water; Location -Test -Easement Needed (Sketch) 11. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Date 6. Gas; Location- Test -Wrap; -/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 9. Health Department Approval 7. Well Clearance & Disconnect 11. 8. Utility Clearance Enclosure; Fencing -Alarms 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. Blockina 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. Verity #'s with Office Roof; Shthg-Roofing 11. Date Card B-1 Date_ Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECK COVERS, CARPORTS, GARAGES (Plans) OK except #'s 3. Zprang Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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-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 COUNTY, OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 P �• ev. APPLICATION AND PERMITS ] 3z ASSESSOR PARCEL NUMBER 025-110-003 ZONING 5 BUILDING PERMIT OWNER rtxid. lar TELEPHONE 868-5338 SO. FT. OCC. BUILDING VALUATION A . OWNERS MAILING ADDRESS '1r.`.,. 1190 CIVIC CkNiM-'BLVD, YUBA CITY 95993 CONTRACTOR'S NAME SIERRA PACIFIC MHS 70V-446-7550 TELEPHONE A44 5,772.00 CONTRACTORS MAILING ADDRESS PO BOX 1570 VACAVILLE 95696 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 14 A ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 162.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 105 .30 BUILDING ADDRESS 3093 DOS RIOS RD BIGGS Energy Plan Checking Fee $ " $ PERMIT FEE S 287.30 LOT NO. ' SUB DNIS IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE 1.29 AC SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 piping 15.00 Each Each as water heater or vent 15.00 -; TYPE OF WORK • ,� New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: AWNING & DECK (2) ROM ADDITIONS (SCREM) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 t 'ORLESS Main Service 20.AORLESS 23.00 •� LICENSED CONTRACTOR'S DECLARATION I 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter �,9�(commencing with Section 7000) Of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. r^' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, Will do the work, and the structure is not intended or offered for sale. r/ I, as -owner of the property, am exclusively contracting with licensed contractors ' to construct `the project. ❑ 1 am Iexempt under Sec. Business and Professions Code for this reason' Main Service 200A TO +o00A 46.00 NEW CONST. ( DWELLING OCS. DR ADONS. a ACc. BLns. SO 3.5¢Fr : Fr. NEW CONST. LET NoµU 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU CUTLET OR FIXTURES 20 @ 1'00 BAIL Q .SO Ex. Occup. ouTLEEDTB R D.CEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 23, PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby.affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued, My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) � ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ��hr1� t Date f J �t Signature of `Applicsnt - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 330:30 HAZ. D• FE . � IMP 6,/ LO FOD CDF ✓ aRCEL PD ✓ HD ✓ ISSUE ✓ This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By w ) ERMIT EXPIRESON.D.S.-B.D. the applicable provisions Resolutions to do work been paid. / ateL? % d Oafs I y rR7eceipto.,3c�S�1 ��,CIf%��/ f�n• it CANARY -ASSESSOR P)IN;k-INSPECTOR I GOLDENROD -APPLICANT V COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Californid 95965 - Telephone (530) 538-7541 (Rev. 12/96) .APPLICATION AND PERMIT ASS ESSOR PARCEL NUMBER 025-110-003 ZONING •-5 BUILDING PERMIT OWNER rudd. Tarr TELEPHONE 868-5338 SO. Fr, OCC. BUILDING VALUATION 348 . OWNER'S MAILING ADDRESS 1190 CIVIC CENTER BLVD YUBA CITY 95993 CONTRACTOR'S NAME SIERRA PACIFIC MHS 70V-446-7550 TELEPHONE 444 5y772.00 CONTRACTORS MAILING ADDRESS PO BOX 1570 VACAVILLE 95696 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 2O. O Permit Fee $ 162.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $105,30 BUILDING ADDRESS 3093 DOS RIOS RD BIGGS Energy Plan Checking Fee $ - $ PERMIT FEE $ 287-30 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE 1.29 AC SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New. ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: AWNING & DECK (2.) Rom AnnTTTnNs (.,;C'RFFN) Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W ' 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 R UES Main Service pp.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect._ f License Class Lic. No. Aa - N--- - OWNER -BU ILDER- DEC LARATIO------"� hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ Iram exempt under Sec. Business and Professions Code for this Main Service 200A TO 1000A 46.00 NEW CONST. DW EWNG OCCUP. OR ADDNS. ( a ACC. S. 3.5¢SO,: NO" N -R Off, ID MULTI -OUTLET @7,50 POWER APPARATllfLETus LEO a SINGL CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1'00 BAL-o .50 FIXED AI Ex. Occup. ouT E�sID.) F A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ 3 .00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workerscompensation insurance carrrier_and policy=number•are: Carrier — !.n Policy Number (The above -sections -need -not -be -completed -if the-permk-is for -work -of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those pr visions. Y M J Date --I Signature -of- Ap Icant----❑'Owrie-r'❑--Contractor—❑"Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE T TAL FEE $ 33 .30 HAZ. p, FE IMP FLOOD CDF ARCO PD Ho ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicateld above for which fe hav been y PERMIT EXPIRES ON provisions to do work paid. �� VateReceiptNo. Sa1I 3. d 5/ INSPECTOR L ENROD-APPLICANT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIf / ?!i /' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT, SERVICES -BUILDING DIVISION -' ,.7"County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 f' PERMIT APPLICATION DATA SHEET '. OWNER: ASSESSOR PARCEL NUMBER v ✓ / " i Pro osed Building Use: jj /p ¢ `'moi, p g ��P/�/�✓1jd%1/� ( l7� Counter Technician: 7P Date: U X3 y Items required in order to apply for a permit. All boxes MUST be checked OR marked_ NA in order to apply. 1.. Plot plans 3 r 4 sets, signedy the pre -parer of the plans. ; ❑ 2. Complete pians, 3 or 4 sets, signed by'the preparer of the plans. 'Vj 3. Engineered plans 3I 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 0i4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. `► V6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line informatio , (C) loor Plan, (D) Tie down'.or foundation plans, all in duplicate. + , ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-resident' ildings....................................................... D'l 1. Detached A ory Buildin oi•m ed out by the e .................................... KIHazard feria rm............. /�3. Remaining items needed to issue theme mits(Ma quire additional plan -review upon receipt of the following ite�ps. c ®�J. ees as shown on the attached Schedule of Fees Due Sheet ..................................... O pS ❑ 5. Statement of Intent for Non -heated and A/C Buildings ..................................... . . 116. Sanitation and plot plan approval from the Environmental Health Department in 17. City of Chico Plumbing permit.............................................................I............ h 8. California Department of Forestry plan approval ❑ paid. Sent by: ...................... 19. Planning approval for (A) Use: pJ (B)Parking: . (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 4❑ 2 Pre -Inspection for required ................ Contractor's license information. (Number, Name Style, Classification). ..................... 4. orker's Compensation Carrier and Policy Number ..............:.............................. wner-Builder Verification (❑ Given to owner, El Mailed to owner).. ........ .......... 26. Letter of Signature authorization... ............ M ..................................................... - ❑ 27. Recorded copy of Agricultural Acknowledgment Statement... ....... m .................. m ...... .\ .❑ 28. Manufactured home utility clearance............................................................... ❑ 9. Existing violations and/or expired permits........................................................ W 0. ❑ Grant ee "'r tem t f cts Letter from Legal Owner, ❑ Check to H.C.D. $ , Other: When issued Telepho e % O;"7 — and hold for pickup. I have been informed of the.above items and requirements for obtaining a building permit. ,I� d Applicant:`v/�At' Y Date: •l n � 1. Index permit application for the above items numbered: , f Plan Check Letter 2. Additional items required — Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the ove data b%� ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: ` r_Date: - 6.J Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: ' Yellow Rnildino nivicinn 14 TO: FROM: SUBJECT: Building Department Z gg2- Environmental Health Sanitation Clearance - E.H.14E ONLY i- - \io¢ Plan Attached Flow !fin A Rad Sent to B.D. 6 �/� 1A .3DB �'i � 5 lLl D S 2 S Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public _ Private Well �_ Clearance for dwelling. Other /Q h Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 4A Date COUNTY, OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER %9A.P. # PROPROSED BUILDINJ USE ACV /I i✓tG/ , I��I) . iVl /y/V1",ATE '" J _C) 3 7 RIECEIPT # DATE C. UILDING PERMIT FEES / ---Balance Due ..................... --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available JM Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ _ Units Commercial (sq. ftg.)..... X $0.03 = $ _ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. 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) ;mow tv 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. 10. OTHER At time of permit application, I was 'advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT 2 1 �64 arm OR 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) TY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Orovii(e, California X5965 •Telephone (50) 538.7541 Q �rQERi?Z y APPLICATION AND PERMIT J '� ZON1N° K-6— BUILDING PERMIT E SO. FT. OCC. BUILDING VALUATION - - -3 _ 5 "r.j. ; - ,zX_ < ti-70 Vdew CONSTRVCT,ON UMER - Fireplace Q� LENDERS IANVNG ADDRE6S Total Valuation S tO aaaarEGT OR ENMNEEA u°ErsE MD' Flip Fee $ 2D.00 Permit Fee 6Q pRCNfTECT OA ENDWEERS MMJNG ADDRESS Plan Checking Fee S eu1LDPIG ADDRESS Energy Plan Checking Fee S U d S & 7, �C) PERMIT FEE S ` �TNo. SUBDMMSNAMIEPAROL L`A° PLUMBING PERMIT Fling Fee 20.00 1 , Trap — -- - 7.'0 0 --- —. USEOFSTRUCTURE Sol r heat pump water heater 23.00 SF ❑ Duplex E3 Mobilehome ❑ Other Water ' i 15.00 BPL--FYWater gam -aft'--heater or vent 1 5.00 TYPE OF WORK Gas iin tem 5 outlets 15.00 New ❑ Addtion ❑ emodel ❑ U658es ❑ Ihstall*n ❑ Other ❑ Building sewer 15.00 Mobile Homt S G W @20.00 D ibe Work: - PERMIT FEE S ELECTRICAL PERMIT Firing Fee 20.00 Main Service z.•w ON rFss 23.00 X Cj �% Main service 20" TO ,•oa► as.00 NEVA C0,6T: RDA MDNSs&ff. 3.5¢ M-W gum NDN-RFS,D.' MULTF•oVit.ET @7.50 P=1.31 APPAFWUS i SMD'LE OVTLET Clit OVTLET OR F9CMRE5 2D Ex. Occu SAL 0 Ex. Occu . o TLE�s°PESID °EL S.o0 Temporary Service 23.00 / 3 3 , (oo --� Mobile Horne Facilities 20.00. Misc. Wiring 23.D6 3 `D Q TT 6 0 PERMIT FEE S �/� •` S'N � 11 X / �l MECHANICAL PERMIT Firing Fee 20.00 S�tr Heating O � Hoo ling Hoodd I I 6.50 I Ventilation PERMIT FEt S Mobile Home Installation Fee S Energy Inspection Fee s Teft;i(ed Emmommmomad` "' TTS TOTAL FEE $ HA.Z. D. FEES CDF q CEL 2 e-.This permit is hereby issued under the applicable provisions t �� l of the Butte County Code and/or Resolutions to do work Nkrn V indicated above for which fees have been paid. By PERMIT EXPIRES ON Dale 1. alle'll.U4 a kac"�� Good ?: Cict+e3 and od c piniec tbed02 UaD 8-n ii, Q}iS`'Ltso 8 j t, i7nzEcrzn Bund , i 1' fn 3' ec:�2.nic ihIB 8e` of Z l•m-,S b ksTt. ori U),..'Job at all t''rmD aze, itis -LuU8i1tal to � Mr a any or Plie''fitioris on m lL"without r-• T;.=rMOI-t PFtM1iss`ori f;o.ai the Dupsartmeift oRPU"DiW W orkms. County Of Run& — PRO F'osED RES l 0 EF/ cL5 2foX4.6 (3 Z R) dosz C1 j aCL/ o EX f 57- APPROVED T APPROVED Butte County Environmental Health Date gignature KF-VPq AND MAP iA RUDP 3093 DOS R I OS KD EAST' B I ar?5 CA -2 A l p Ox" i o P Zrqr)&j<* PARTI EW �, /Ie, A p p () V 17- 97a/F,j 0i © d m N fl © I �m r W 10 m r I W w D m m n: ILD " N �D A cn LI W (.J V -] L W rn Ld O 2 rn d w v �1Dr m � ti - APPROVED Butte County Environmental Health a e 7 �__-- Signature t7'-4' 131-9 � 13'-4 I 0 i CV CENTERLINE SUPPORT REQUIREMENTS THIS SHEET TO BF INSERTED MTH SUPPLEMENT TO AM INSTALLATION MANUAL FOR X1 ROCS SNOW LOAD. SEE ABOVE PRJWT FOR LOAD RECUIREMENTS. 200 ROOF LIVE LOAD 66Zb-?CK-28-CATH 1.4 FILE MH 9321 VOL I SEG, 4 ILL, 51 PG. 6-52G DRAWN BY : RYKER OATS 12-15-1995 2241/CT c 1. Owner's Name:- WE V Imo' L M A 2iA 9J D D 2. Assessor's Parcel Number: 02,5'— 1 l 0 — 003 3. Installer's Name: S KY C R E S 9- &/V7 �2 P2/ Se s L N C 4. Is the site currently under. permit? Yes[ ] No[)] Permit No. 5. Is the site an existing site? Yes[j ] No[ ] (If yes, furnish two plot plans). 6.. What is the electrical rating of the. mobilehome? lea Amperes. 7. What is the mobilehome site circuit breaker rating? 100 Amperes. 8. What is the electrical rating of the mobilehome site? I'0 0 Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] No[K ] If it is, what is the rating? 4 Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[A If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas4rvice at mobilehome site: Natural[ ] Propane[)(] None[ ] 12. Size . of g' s pipe at the mobilehome site from the ' meter or tank: 3/4d inches. 13. What is the g#s pipe length from the meter or tank to the mobilehome? ; (ft.). 14. What is the m bilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). May 1995 0 Bu-fTE COUNV -BUILDING DE-Pl�'P" 0 V 8.5 UNWOZ Mobilehome Manufacturer: 9 k l e-114 L Manufacture Year: 14a 7 If other than single wide, furnish Setup Model Number: e 2,�t. 4 1 Width: 9.10 (ft.).Length: .6 6 (ft.) Tagalong or Expando Sizeer_(ft.) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or.foundation grade[X ] Other: SUPPORTS: Concrete block[( ] Other: Provide Tie Down Specifications for all Mobilehomes: 0 — 1A Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Line 2 - ...............................................:................................................ Main Beams Line2.......................................................................................... Line 1 ................................................................................................ Main Beams ................................................................................................ ................................................. Line S Tag or Triple e4 el Line 1 Piers: Size minimum: r 1 x Spacing maximum: ` From ends -maximum. ` Line 2 Piers: Size minimum: x [ 30 ]. Spacing maximum: ` O ` From ends -maximum: / ` b ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings .ine I Line 2 Ine 2 Line 3 Line 2 Line 2 Line 1 Size minimum: '[1,2 ] x [ 30 ]. Each side of openings with width over: .3 O ` Line 4 Piers: Size minimum: [ ] x [ ]: Spacing maximum: ` From ends -maximum: ` a 2Zq -Oo 3&V30 ;R4'Z3o 1,000 )[30 I P A30 1' 0 I 16` 0 1 33' 4 1 3S' 8 1 q&( 3 I 1,5-'a OVER COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive 40rov ' -California 95965 5Telephone (916) 538-7 1 PERM NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 025-110-003 ' ZONING d BUIL ING PERMIT OWNER KEVIN &MARIA RUDD TELEPHONE' SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3093 DOS RIOS RD BIGGS, 95917 CONTRACTOR'S NAME SKYCREST KBLDG TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER UCENSENO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 3093 DOS RIOS RD Energy Plan Checking Fee $ E BIGGS $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IN Other SPECIFY Each Trap 7.00 Solar or heat'pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities 91 Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home @20.00 60.00 PERMIT FEE t 80.00 ELECTRICAL PERMIT Fling Fee 20.00 E°DV OR LESS Main Service 2°°A OR LESS 23.00 23.0( LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.�� I License Class C; 1-5— �1 Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zo°A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. OLDS. so 3•5¢Fr. NON-RESND? R UCI CICU @7.50 PSINGLE UTLET OWER APPA us 8 O CIR. Ex. Occup. ourLEr OR FaruRE 20 @ 1•00 BAL. 9 .se Ex. Occup. oUTLEEDrsRES,DDE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 20.00 Misc. Wiring 23.00 PERMIT FEE $ 63.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the p rformance of the work for which this permit is issued. ❑ 1 hav nd will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier C—A 6 LE 1145 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Num er _61UJ e- 32!77Z,0! (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, 1 shall fort with compl with those provions. X _ Date /07 ®/�7 �— Sign re of App icant - ❑ Owner C tr or t ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FE 16 .00. . HAZ. _, D. FEE I P Fi O PARC o HD SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �p y By eReceiptNo. PERMIT EXPIRES ON7�4 te 224839- WHITE•D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT c"WA, 4C't•✓'�-f+fit,=„t,j�f•},�.�•^=-r`:7fr`,�t�+'y'�'t+I.ey'�+"°:u`.�ti`,t`^i..�.£i.it”'�i�'�;""'�°a`"rr1��,u��.�n.,a.•;��`'Sir2�}%i7'� ��,fit,.;wFiu.�y,1:..�;�,;.^�.:r^,%'t - , • COUNTY OF BUTTE DEPARTMENT OF D lVEL�iPMENT SERVICES -BUILDING DIVISION k 7 COUNTY CENTER DRIVE - OROVRL 'CAL;IFORNIA 95965 - TELEPHONE (916) 538- 41 PERMIT APPLICATION DATA SHEET -OWNERS ASSESSOR PARC ER: aS' 1 _ Prop,tsed Building Use: j Building Inspector: Date:In lkl/ At -time of permit application, I was advised the following data must be submitted prior to permlit p ssin and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E]2.,Plot plans, 3/4 sets, signed by the preparer of plans. -------------- ; Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature oWlans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. El 7. StaZrdous ment of Intent for Non -Heated and A/C Buildings. ---- Material Form. ------------------------------------- anufactured Home data and installation ins cti ❑ 10. Fees of $------- ------------------------- ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------. x'12 California Department of Forestry plan approval/fees. --------------------------------------------------------- :1.3. Flood elevation certificate. ---------------------------------------------------------------------------------------- Sanitationoil and plot plan approvals 1 Health Department. ------------------------------------------- 5. .City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior•to occupancy). ---. 020. Pre -inspection for .7 required Request to Building Inspector on �`t- (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). - ❑22. Workers' Compensation carrier and policy number. ------------------------- E123. Owner -Budder Verification (Given to owner ❑, Mailed to owner ❑). --- . Letter of signature authorization. --------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. -------- 026. Letter,of intent on building use. -----------------------------------------. ❑27. Manufactured Home utility clearance. ---------------------------------- 028. Existing violations and/or expired permits. ---------------------------- 0 29. -------------------------- ❑29. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: Zelephone3qo you issue the permit, process as follows ❑ Mail to owner, ❑Mail to — a � l `7 and hold for pickup at t office. Applicant Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, Air Pollution Copy of plans sent 11 Health Department, ❑ Fire Department, ❑ Othe 9eliver with inspector. ate: /L Date: By: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: 14' Contractor, designer, owner, was advised of the above required data by ❑ phWe, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: o— Date: ` Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. r TO: Building Department FROM: Environmental Health E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.D. D- / �s SUBJECT: Sanitation Clearance C/ a, s jos Owner Location AP# Plan Approved for: ' Sewage Disposal Clearance for dwelling. OthN Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Water Supply- Public Private Well%, /� -- /q --4 �) Date COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Orovale,' 'California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER C) '_ ZONING BUILDING PERMIT OWNER `., I TELEPHONE SO. FT, OCC. BUILDING VALUATION oWNMAIu ss_ S CONr�AGT(d ' ME r r TELEPHONE ' CONTRACTO 5 MAUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan CheckingFee $ BUILDING ADDRESS �. ' - Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISION'S NAME 1,YLL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome01 Other SPECIFY Each Trap7.00 Solar or heat um water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ lldlities Installation ❑ Other ❑ Describe Work: Each gas water heater or vent 15.00 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20000,11 oa LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P nY P 1 ry P Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) —❑—I-certity-that-in-the-perf arm ance of the work -for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. OWELUNGOCCUP. s0 OR ADDNS. ( d , .0Cc 3.5¢FT: NEW CONS . NON-RESID. MULTFOUTLEr NCH_RQ�a 7.50 P.0:84�P,w,�� s swoLE OLrrLEr CIR Ex. OCCU . OLlTLETOR FDLTUREs BALL 0 .500 Ex. OCCU • FIXED APPLNS. OR oUttED REsID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 �< Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Fling Fee r 20.00 Heating Cooling- Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ' D. FEES I IMP I FLOOD CDF I PARCEL HO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ata Receipt No. I WHITE-D.D.S.-B.D. 'CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 97-0397431/ Recorded l Official Records I County of l Butte l Candace J. Grubbs 1 Rec Fee IHF COP Check 8.00 2.00 1.50 11.50 Recorder l 11:10am 23 -Oct -97 / PUBL XX 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires 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 follo,,ys: SEE RTTACNF0 UExM MFF ONE„ Date: �O'��j �� PROPERTY O RS: A State of California County of 1c. On 1MAJ before me, personally appeared �Ay 1(U K�Ud 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/hcr/their authorized capacity(ics), 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. WITNESS my hand and official seal. ```^ 1-�� Signature�\� 0- , y-Scal �` X10-�c'� 0` ' % G �i,rli r F'' StaceyC. Simlick �1•%':i.?,.:1 1 G mn. 1 '35 � O (k• Comm. 11055526 NOTARY F V FUCORN� LIC CgLIF v NOTARY PUBLIC CALIFORNI LUSA COUNTV C COL SA COUNTY CommCOmm� (% ExP April I2. 1999 -A` Comm Exp. April 12. 1999 5. `-�T. -10' 97(FR1) 08:37 FIDELITY NTL. TITLE TEL:916 343 4410 P. 002 ORDER NO. 2-62606JCW LEGAL DESCRIPTION EXH113IT "ONE" ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PORTION OF THE SOUTH HALF OF LOTS 17 AND 19 IN BLOCK 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED °RIO BONITO COLONY", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON FEBRUARY 1, 1892, IN BOOK 5 OF MAPS, PAGE(S) 31, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF -THE EASTERLY PRODUCTION OF THE SOUTHERLY LINE OF SAID LOT 19 WITH THE CENTERLINE OF A COUNTY ROAD RUNNING NORTH AND SOUTH ALONG THE EASTERLY LINE OF SAID LOT 19; THENCE NORTHERLY ALONG THE CENTERLINE OF SAID COUNTY ROAD, A DISTANCE OF 313.06 FEET TO THE TRUE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE WESTERLY AND PARALLEL WITH THE SOUTHERLY LINE OF LOT 19 AND ITS PRODUCTION, A DISTANCE OF 208.71 FEET TO A POINT; THENCE SOUTHERLY AND PARALLEL WITH THE EASTERLY LINE OF SAID LOT 19, A DISTANCE OF 9 FEET; THENCE WESTERLY AND PARALLEL WITH THE SOUTHERLY LINE OF SAID LOTS 19 AND "17, A DISTANCE OF 311.98 FEET TO A POINT ON THE WESTERLY LINE OF SAID LOT 17; THENCE NORTHERLY ALONG THE WESTERLY LINE OF SAID LOT 17, A DISTANCE OF 108.44 FEET TO A POINT AT THE NORTHWEST CORNER OF THE SOUTH HALF OF SAID LOT 17; THENCE EASTERLY ALONG THE NORTH LINE OF THE SOUTH HALF OF LOTS 17 AND 19 AND PARALLEL WITH THE SOUTHERLY LINE OF SAID LOTS 17. AND 19 AND ITS PRODUCTION, A DISTANCE OF 520.63 FEET TO A POINT IN THE CENTERLINE OF SAID COUNTY ROAD; THENCE SOUTH ALONG THE CENTERLINE OF SAID COUNTY ROAD, A DISTANCE OF 99.44 FEET TO THE TRUE POINT OF BEGINNING. AP # 025-110-003 END OF LEGAL Page 5 Ild P 117' iit j CG'us N T `T !;U ," �,, Y OF PU LIC WORKS 7 County Center Dr) i oroviIle, California 95965 Telephone: 534-4541 APPLICAsTION AND PERMIT " BUILDING Owner 1) lI 1 SQ. FT. OCC. BUILDING VALUATION Mailing Address r' Tele hone No. Fireplace Contractor).' `a Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ Building Address/� .r F, -1 PLUMBING No. @ FEE PERMIT FILING FEE $3.00 J Each Trap 1.50 r- J./ Repair drainage or vent piping 1.50 Water piping 1.50 / f Each gas water heater or vent 1.50 -"' A. P. No. ,-: '7 — - 3 Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 FeesW.C. Sanitation Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W Improvements P Lawn sprinkler system 2.00 Bldg. Plans Recd I Parcel Approval Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Q ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 I S Main service 1000 AMP ORLESS 5.00 Main service EA. ADD'L 100 AMP 2.50--''�i` Single Family E] Duplex Home Others Duplex ❑ ❑ ❑ Main service OVER 600V 25.00 100 AMP OR Main service EA. ADD'L 1CC00 AAMMP 1.00 NEW CONST. DWELING 0 OR ADDNS. ( ACCLBLDGS.r^CV1P. &) 20sgft ,'-.1, j t+ NEW CONSTR. ( MULTI -OUT ET NON-RESID. BRANCH CIRCUITS) 2.50ea NEW CONST. POWER APPARATUS &) NON- R RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES)@L2-1 BAL� Ex. OCCU FIXED APP LNS. OR P• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 (1' I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 1 rP y $ ; ' /E;_ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ au lI IVIIGC 1uplu5elllall ve5 UI lrle t,ounty of outte to enter upon the above-mentioned property for inspection purposes. X Signature of Permitee or Agent Receipt No. i rr{ r> White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREGGTOR OF PUBLIC WORKS By Date Building permit expires Date - ,r7 , COUNTY OF BUTTE — DEPARTN ENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICAT11ON AND PERMIT authorIze representatives or the county of butte to enter upon the above-mentioned property for inspection purposes. X mate / ` 3 Signat a of Pe,mite. or Agent Receipt No. / rJfr1J/ J White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREJ:-�TOR OF PUBLIC WORKS By sZ � Date Ba0d'mg permit expires Date BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Addressps J51 f O S' e e hone o. O Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ Building Address y,,/ s YV PLUMBING No. @ FEE PERMIT FILING FEE $3.00 tj J?ly C, q Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe W - on Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Im provements Lawn sprinkler system 2.00 '— Parcel Approval I Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No.1 @ FEE PERMIT FILING FEE J$3.00 3,001 ..O 1A 11 leY to KeWI& % V OR LES Main service 100 AMP ORS SLESS 5. 00 - Main service EA. ADD'L 100 AMP Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service OVER 600V AMP OR LESS 25.00 Main service EA10. , ADD'L 100 AMP 1.00 NEW CONS. OR ADDNST ( ACCLBLDGS.• P &) 20sgft. NEW CONST R. (MULTI -OUTLET NON•R ESI D. ( BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS &) NON -RESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES)@L@1 BAL@1 Ex. OCCU // FIXED APPLNS. OR p.(FIXED (RESID,) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. =�Ipj 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 Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation 42.00 Hood Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ authorIze representatives or the county of butte to enter upon the above-mentioned property for inspection purposes. X mate / ` 3 Signat a of Pe,mite. or Agent Receipt No. / rJfr1J/ J White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIREJ:-�TOR OF PUBLIC WORKS By sZ � Date Ba0d'mg permit expires Date 0 025-110-003 PERMIT#97-2122 RUDD, Kevin & Maria.. 3093 Dos Rios Rd., E Biggs, Cont: Chico Building Systems Demo/SF 9�80�G1`g COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVI ION 7 County Center Drive - Oroville, California 95965 -Telephone (916) 538-7541�ER,M��T�No• (Rev. 12/96) APPLICATION AND PERMIT ASSESSOjiP,t1$C IfjN B�R ��3 ��E�V�INj wA�ND�(�MARIA ZONING B DINGPERMIT OWNER RUDD TEL H.NE 78 SO. FT. OCC. BUILDING VALUATION 13M 1, 000 OWNER's`MAII l W RIOS CONTldW&EBUILDING SYSTEMS TELEPHONE ' cGM 134uNEP,RE99, CHICO CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ _25-• ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINCy{�D„DjSS DOS RIOS ROAD, EAST BIGGS 3V073 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑XDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap.7.00 Solar or heapump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IX Describe Work: DEMOLISH SF Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home, IS I GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service Toon oa .ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect./ License Class a tl7 -- Lic. No. 9 5-q I Z "i OWNER -BUILDER DURATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO iOOOA 46.00 NEW CONST. DWELLING OCCUP. SO OR BUTS. 3.54 . ADONS. ( & Acc. B r",..ESI..T MULTI -OUTLET �a 7.50 H CIRCUITS POWER APPARATUS 6 SINGLE OUTLET CIR. Q I DD Ex. OCCU . OUTLET OR FIXTURES g 20 20 Q .SO Ex. Occup. OUTLEEOTS(RE Is D.DEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' co),rnpensation insurance carrier and policy number are: Carrier p L UGN --ArL� /At 4 c Policy Number 2 If t e ermit is for work of a valuation nee (The above sections d not be competed of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort with comply with those --provisio X Q .,g _ Date%' -?0 Signat a of Applicant. - ❑ Owner '9 Contr or ❑ Agent An OSHA permit is required for excavations oe r 5'0" dee and demolition or construction of structurs over 3 stories in height. P MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE 45.00 TOTAL FEE It w �AZ. 0. FEES IMP I FLOOD I CDF PARCEL PD HD 1.tSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which.fees have been paid. 7 9/31/97 Byy / ef _ 9/30/98 PERMIT EXPIRES ON Date awl Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT FFFC:1t1'`! 58750 19'55103-03 10137 0489 F.01/07 htiplAvww.sen.cAgevlhtbin/ca-t,hn...00.SBo750)CURRVER-TXT: I MOVSB750 SB 750 Housing: manufactured homes and mobilehomes: des KILL NUMEX-. SB Tat) biAPTERF.V 07!21!94 CHAPTER 240 FILED WITH SECRETARY OF STATE )'ULY 2 APPROVED BY GOVERNOR JULY 7..0, 1994 PASSED THE ASSEMBLY JULY 1, 1994 PASSED THE SENATE JUNE 27, 1994 CONFERENCE REPORT NO. I PROPOSED IN CONFEPtNCE JUNE 22,1994 AMENDED IN ASSEMBLY MAY 26, 1994'' Q AMENDED IN ASSEMBLY MAY 23, 1994 AMENDED IN ASSEMBLY APRIL 20, 1994 AMENDED IN ASSEMI30Y APRIL 6, 1994 AMENDED IN ASSEMBLY MARCH 101% 1994 AMENDED IN SENATE JANUARY 3, 1994 INTRODUCED 13Y Senator Roberti. (Principal coauthor: Assembly Member Katz) (Coauthor: Senator' Wright) MARCH 3, 1993 An act to amend Section 18613.1 of, and to .add Section 18613.4 to, the Health and Safety Code, relating to housing, and declaring the urgency thereof, to take effect immediately. LEGISLATIVE COUNSEL'S DIGEST SB 750, Roberti. Housing: manufactured hooves and. mobilehonie.s: design and seistuic requirements. (1) Existing law, known as the Mobllehotne Parks Act, generally regulates the operation ofmobilehome parks, as defined. The Mobilehome Parks Act pio%i.des that any person who willfully violates any of its provisions, or any building standards or ether runs anti regulations adopted piusuant to the act, is guilty of asnisdemeanor. Existing law provides that the requirements for installation of a manufactured home or mobilehome shall not exceed the requirements set forth in a specified provision of law. This bill would instead provide that those requirements shall not exceed additional regal ew.eats specified by this bill. By expanding the applicable requirements, the '%illful violation of wMeh would be subject to niisdemeanor penalties, this bill would impose a state -mandated local progtatu by creating a now tiMe. "This dill would require that all manufactured homes or mobilehomes, wbeu initially installed or subsequently reinstalled on a different lot pursuant to a specified provision of law, to be installed to resist specified. horizogtal wind pressures or the design, wind load, whichever is greater. It would specify the requirements applicable to the installation manufactured homes or mobilehomes whose installation requires tiedowns, where the manufacturer's installation instructions are or are not available. This bill would provide that all manufactured homes or mobilehomes may be installed or reinstalled in accordance with plans and specifications signed by a licensed architect or engineer that meet the requirements imposed by this bill. It would further require the manufactured homes or mobilehomes installed before the effective date of this bill that do not meet the standards imposed by this bill be reinstalled it federal funds are available for grants or direct payment. of the additional installation costs. 1 of 3 013/08M S875a' http;/RMww,sen.ca.govlhtbirJca- (M ... 00.38U7��1G FtRV R.1Xl;,1��v rbc? installed or reinstalled in accordance with plans and specifications signed by a licensed architcet or engineer that meet the requirements of this section. (e) Manufactw-ed,homes,or6mobilehomes installed bef.-)re the effective date of the act that added this section that do not meet the standards in subdivision (a),aud need to be reinstalled due to damage caused by wind or seismic forces shall be reinstalled to meet the requirements of subdivision (a) And paragraphs (2) and (3) of subdivision (b), if federal funds aro available for grants or direct payment of the additional installation costs. (f) Nothing in thus section prohibits the use of alternative materials, installation methods, devices, et cetera, as ernutted in Section 18305, as long as the forces specified in subdivision (a) and in paragraph (2) of subdivision (b) are resisted. (g) The department shall adopt emergency regulations in accordance with Chapter 3.5 (commencing with Section 11340) of Part 1 of Division 3 of Title 2 of the Govenvment Code in order to implement the purposes of this section. (h) The department shall develop standards for mechanical connections for concrete block supports that connect the blocks to the manufactured homes or mobilehomes and their footing and resist the separation of the supports fromAhe home and the footing. By the adoption of the act that adds this subdivision, it is not the intent of the Ec islatr-ire that the concrete blocks used as vertical supports be required to be mer aruc y 0 Ace to emairit c _'e omcs or mobs ehomes a—a&Meu oo gs. (i;) This section shall not apply to the installation of any manufactured home or mobilehonie for which escrow has been opened in accordance with Section 18035 prior to the operative date of the act that adds Us section. TThis section shall become operative 60 days after the date that the act that adds this section is aptered. SEC. 3. No reimbursement is required by this act pursuant to Section 6 of Article XMB of the California Constitution because the only costs which may be incurred by a local agency or school district will be incurred because this act creates a new crime or infraction, changes the definition of a grime or infraction, changes the penalty for a crime; or infraction, or eliminates a crime or infraction. Notwithstanding Section 17580 of the Government Code, unless otherwise specified in this act, the provisions of this act shall becomeoperative on the same date that the act takes effect pursuant to the California Constitution. SEC. 4. This act is an urgen�cy statute necessary for the immediate preservation of the public peace, health, or safety within the meaning of Article IV of the Constitution and shall go mato uumediate effect. The facts constituting the necessity are: To ensure that as many manufactured homes and mobilehomes as possible are protected at the earliest possible time front sudden devastation by earthquakes, it is necessary that this act take effect immediately. Senate Home page 0 Search Bill TV�Lt Senate Rules Committee / California State Serrate / li eb- Masteroa wn.ca.gov 3of3 ONOBW 10;45:47 1 Fftl'Jr1 l 1��5.©$-nc� 10137 #499 P.01/07 BB750 httpJlwww.sen.cAgovlhtbinka-t,hn...00_8607501CURRvERTxT: i/bii1/Sa7W SH SSU Housing: manufactured homes and mobilehomes: des BILL NUnBETt: S13 75.0 CHAPTER -FI) 07121/94 CHAPTER 240 FILED WITH SECRETARY OF STATE WL•Y 2 APPROVED BY GOVERNOR JULY 7..0, 1994 PASSED THE ASSEMBLY JULY 1, 1994 PASSED THE SENA'T'E JUNE 27, 1994 CONFERENCE REPORT NO. 1 PROPOSED 1N CONFERENCE JUNE 22, 1994 AMENDED IN ASSEMBLY MAY 2611994' Q AMENDED IN ASSEMBLY MAY 23, 1994 AMENDED IN ASSEMBLY APRIL 20, 1994 AMENDED IN ASSEMBLY APRIL 6, 1994 AMENDED IN ASSENML'Y MARCH 10, 1994 AMENDED IN SENATE JANUARY 3, 1994 INTRODUCED 13Y Senator Roberti (Principal coauthor: Assembly Member Katz) (Coauthor: Senator Wright) MARCH 39 1993 An acct to amend Section 18613.1 of, and to .add Section 18613.4 to, the Health wid Safety Code, relating to housing, and declaring the urgetley thereof, to take effect immediately. LEGISLATIVE COUN'SEL'S DIGEST SB 750, Roberti. Housing: manufactured hooves and inobilehonies: design and seismic requirements. (1) Existing law, known as the Mobllehotno Park`s Act, generally regulates the operation of mobilehome parks, as defined. The Mobilehome Parts Act pie% i.dcs that any person who «1llfully violates any of its provisions, or any building standards or othet rules atnd ie,gulations adopted ptu,suant to the act, is guilty of a.misdemeanor. Existing law provides that the requirements for installation of a tmmufactured home or mobilehome shall not exceed the requirements set forth in a specified provision of law. This bill would instead provide that those requirements shall not exceed additional regWnwents specified by this bill. By expanding the applicable requirements, the ui ful violation of which would be subject to misdemeanor penalties, this bill would impose a state -mandated local progtato by creating a nowrime. This bill would require that all manufacttared homes or mobilehomes, wheninitially installed or subsequently reinstalled on a different lot pursuant to a specified provision of law, to be installed to resist specified horizogtal wind pressures or the design wind load, whichever is greater. It would specify the requirements applicable to the installation manufactured homes or mobilehomes whose installation requires tiedowns, where the manufacturer's installation instructions are or are not available. This bill would provide that all manufactured homes or mobilehowes may be installed or reinstalled in accordance with plans and specifications signed by a licensed architect or cngineer that meet the =before ents imposed by this bill. It would further require the manufactured homes or mobilebomes the effective date of this bill that do not meet the standards imposed by this bill be reinstalled if federal funds are available for grants or direct payment of the additional installation costs. 1 t!F 3 08/0819610:48; FPa" Mg ��FRp488 S8750` hnp;/Av�ww.sen_ca.govlhtbirvw-(R.I.M.,980760fdVRRV1x1:t!MtlHr.w installed or reinstalled in Accordance with plans and specifications signed by a liccnsed achitoct or engineer that meet the requirements of this sectlon. (e) Manufactw-ed,homes oramobilehomes installed hef.-re the effective date of the act that added this section that do not meet the standards in subdivision (a)_aud need to be reinstalled due to damage caused by wind or seismic forces shall be reinstalled to meet the requirements of subdivision (a) and paragraphs (2) and (3) of subdivision (b), if federal funds are available for grants or direct payment of the additional installation costs, (f) Nothing in this section prohibits the use of alternative materials, installation methods, devices, et ceters, as ppernutted in Section 18305, as long as the forces specified in subdivision (a) and in paragraph (2) of subdivisiod (b) are resisted. (g) The department shall adopt emergency regulations in accordance with Chapter 3.5 (commencing with Section 11340) of Part 1 of Division 3 of Title 2 of the Govenvnient Code in order to implement the purposes of this section. (h) The department shall develop standards for mechanical connections for concrete block supports that connect dhe blocks to the manufactured homes or mobilehomes and their footing and resist the separation of the supports fromAe home and the footiuig. By the adoption of the act that adds this subdivision, it is not the intent of the Lc islatoie that the concrete blocks used as vertical supports be required to be mechanic y a ac a to a mauu ac e owes or mobi e omes an ea oo gs. (i) This section shall not apply to the installation of any manufactured home or mobilehome for which escrow has been opened in accordance with Section 18035 prior to the operative date of the act that adds this section. RThis section shall become operative 60 days after the date that the act that adds this section is aptered. SEC. 3. No reimbursement is required by this act pursuant to Section 6 of Article XIIIB of the California Constitution because the only costs which may be incurred by a local agency or school district will be incurred because this act creates a new crime or infraction, changes the definition of a crime or infraction, changes the penalty for a crime car infraction, or eliminates a cringe or infraction. Notwithstanding Section 17580 of the Government Code, unless otherwise specified in this act, the provisions of this act shall become. operative on the same date that the act takes effect pursuant to the Califanna Constitution. SEC. 4. This act is an urgency statute necessary for the immediate preservation of the public peace, health, or safety within the meaning of Article IV of the Constitution and shall go iDto immediate effect. The facts constituting the necessity are: To ensure that as many manufactured homes and mobilehomes as possible are protected at the earliest possible time £corn sudden devastation by earthquakes, it is necessary that this act take effect immediately. Sena(e Home Page 0 Search Rill 1W Senate Rules Committee / California State Serrate / Il ebMaster(9�ren.ca.gov 3ot3 moss 10;48A7 OWNERt/) PERMIT MH UT IL XLEARA CE DATE INSPECTOR ELECTRIC GAS Support "Struc. Compaction Test eq. Service Size Other Load Type Pipe Size Length YES NO YES NO , y 3 SeP-12-03 10:11A P.01 STA TS CQMPENUAT10N P•C) 80X,420807, -SAN FRANCISCO, CA 94142-0807 tM19URANC'6 i U N D CERTIFICATE' �NORiCEt1S' COMPENSATION INSURANCE i SURANCE O=Bn 30, 2002 POt 1c;Y NUMBEn; 1706366 — 02 01-RTIF"ICArr r,xPlnL'''S: 10-1 03 (; COUNTY OF. OONTRA .00 - iBUILDING INSPECTION;: DEPT.. . is 661 PINE.STRSBT i MARTINEZ' CA 9456--;.• . i. This Is to C@rtdythat we have Issued a valid Workers' Conlperisatiun insurance policy in �I Ic;rru ;r {.:_ Insurance Commissioner to the employer named below fur thP,. olio PIAUV 0 by ;IIu C; firunlit policy pericid indlCatocl. This policy Is not subject to cancellation by the Fund except upon hays' advance wrdirrl nuti;:n to the qrrrqpl ;ye:r. We wlll also givo you •days' advance notice should Illi^, puliry be cancallec3 prior Io its tic), real nxpgrnl3un. This cerlifidate ol, insurdrice is not an hisurance pulioy ,tnd does not amendnd ur alter the cuverayq afforded try IIll(!' policies listed heraln... Notwlthsta?tding any requirerrrent, term, or l respect .to•:.wilich this certifjcitE of Insuranco may be is ued Or rnaUndrtion,exteof ally contract or other document with n. describad herain Is sut►)ect to all the terms•'exclusianS arrd ;undilions of suchtpoliciles• le insurance afforded by the policies 4 •• AMHOAQ12-O Htr'nGgEN*ATIVc,, ' r•nc�rucvr BMPi+OY1IR'S LIABIL177,1IMIT: INCLU ING DEFENSE COSTS; $1,0()0,000 PER OCCURR$NCE. ENDORSEMENT lt2068 SNTITLBD CBRZriFIr..R'rr HOLDE'RS'NOTICE EFFECTIVE 10/01/02 IS ATTACHED TO AND. -FORMS A PART OF TJJIG POLICY. <v jJ r'• ' EMPLOYER . ' J y' },:SIBRRArpACr� � OBILg:HOM8..SHRYiCES INC a PO Box"—u)70 VACAVIIJA. 'CA 96688: r= , i. SYS t , w NOTES 1 RESIDENTIAL 025-110-003 03-2291 PERMIT NO. 1 RUDD, LARRY _ j 3093 DO RIOS RD, BIGGS i Cont: SERVICE PACIFIC MHS EX MH PERM FND EX SITE - C ! l e cl C� rt�-r. { __THE HCD FORM 433A FOR THIS MH CANNOT BE JS��G RECORDED UNTIL ONE OF THE FOLLOWING HAS BI;,EN TURNED IN TO THE BUILDING DIVISION: J (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH' S). PC, r�y�-�S �L-�U�� y- +q INSPECTOR TO VERIFY SERIAL & LABEL #'S. �' rare °rr' Child (leen, _ 2 ehcjd a,�e1 s of � CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER �U � 557 yrs@ 9 K� JOB FINALED (Date) 9' Signature J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Card B-1 Date Card B-1 17. Water Htr.; Vent -Access -Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor -Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 66. 20. Shower Pan; Test, First Floor -Tub Access 67. 21. Test Tub & Shower, Second Floor -Tub Access 68. 22. Gas Pipe; Sixe & Anchors 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 23. Fire Sprinkler; Test Stairs & Rails 71. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s ' 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing:Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 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 ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound i 43. Bearing Walls over Girders & Floor Nailing ' 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes ' 83. Following Instld./Ddve ❑ Yes ❑ No/Walks ❑ Yes O No/Planters ❑ Yes ❑ 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: 'f=OK 0 = NofOK, . NotReadyable MOBILE HOMES. Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L'ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval Date 10. Card B-1 Date Card B-1 Date 11. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Enclosure; Fencing -Alarms 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector Card B-1 Date Card B-1 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 -1 Date Card B-1 Date PER NENT END SYSTEM (ONLY) t/Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 5. MH Test -Demand -Valve Electricity; MH Test Water;MHTest . Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 2j{ O.Xcense Decals Verifv #'s with Office Date 1S0J 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-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 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530),891-2751---- 7 County Center Drive - Oroville, CA� '-(530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine ingpection indicates that the following violations of butte county Ordinances exist at the above address a d should be corrected. Please notice this office when correction of work is completed. If u have any questions pertaining to this matter, or need additional explanation, please co t this office immediately. i.VV,c--4V, de- .,;� Te of .R r Cc-jJ, ,Ajn, /Ze-na_ &,<,r r - Gas C Q14 IF45 I //,4 e fi✓ i ce S Date 8// � C)-', Inspector REV 10! 2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 2 �7JTrO. (Rev.12/96) APPLICATION AND PERMIT !J ASSESSOR PARCEL NUMBER 025-110-003 ZONING A-5 BUILDING PERMIT OWNER RUDD LARRY TELEPHONE 868-5338 SO. FT, OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS 1690 CIVIC CENTER BLVD Y.C. 9599-1 1584 R 85,53600 CONTRACTOR'S NAME SIERRA PACIFIC MHS TELEPHONE CONTRACTORS MAILING ADDRESS PO BOX 1570 VACAVIUE,-CA, 99696 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 576.502 $ 288.25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 2200 BUILDING ADDRESS 3093 DOH R 0D Energy Plan Checking Fee $ $ PERMIT FEE $ 331.25 AAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: EX ISI PEM M FND EX .ciTTF Gas piping system 1 - 5 outlets 1 15.00 15.0 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE S 50.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA oR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. SO 3.5QFT. NNOONN•aESD ' MULTI.OUTLET @7,50 POWER APPARATUS a SINGLE OurLET CIR. Ex. OCCu OUTLET OR FIXTURES B20 Q 1.00 Ex. Occup. OFlxuTrAPP D oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PRE TNqPF,(-PTnN PERMIT FEE $ WORKERS' COMPENSATION DECLARATION hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those p vision ' X v Date Signature of AppliciInt - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. PE TOTAL FEE $ 381.25 HAZ. D. FE IMP FLOOD A I cDpl p pp H ISSU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By _AFDat PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. /Q ? I6, l Det- . Receipt No. y WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (5 b) 538-7541 �oCDAAIT_AI/1. APPLICATION AND PERMIT NOWNER ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT Temporary Service OWNER i O � SO. FT., C. B Misc. Wirina / ,-. ION plSS U- - ♦ F6gRii/jCTO MAI 8 , TELEPHO E . CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $UW ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee SC�._Z ,: $ , Z ARCHRECr OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME P CEL PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPEC" Each Tra 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 — Each aas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Udrlties ❑ Installation Other 13 De cribe Work: Gas piping system 1 - 5 outlets 15.00 1 Building sewer 15.00 Mobile Home I S I G W (9?20.00 PERMIT FEE $ —� ELECTRICAL• PERMIT I Fling Feel 20.00 Main ServiceAOR LESS 23.00 1 f Plain Service 20QA TO 1000A 46.00 --nEw CONST. ( DWELLING OCCUP. s0 OR ADDNS. a ACC. SLDS. 3.5QFT. NCO MULTFOUTLET Ew $, a v NON-RESID. @7.50 S� S)% p 44 -my' Aed' • Nt&YmA co", X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0° deep and demolition or construction of structures over 3 stories in height. ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Ex. OCCU OUTLET OR FIXTURES EZ 3 '.;70 Ex. Occup. ovnte� 6 D0 �Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina / ,-. 23.00 1.1t -` V PER IT FEE I S MECHANICAL PERMIT I Fling Fee 20.00 6.50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC I CONST. TYPE TOTAL FEE $ g I ZS HAZ. D. FEES IMP . FLOODCDF PARCEL PD KD ISSUE NZ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 /�v PERMIT APPLICATION DATA SHEET �% OWNER: ee ASSESSOR PARCEL NUMBER jg5-11 j/ Proposed Building Use: NCounter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1*11.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. O 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! Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation Oans. all in duplicate. ❑ etal buildings: A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate, (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 9. Plot plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner. ❑ 12. Hazardous Material Form. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) VII 4. Fees as shown on the attached Schedule of Fees Due Sheet. ❑ 15. Statement of Intent for Non -heated and A/C Buildings.. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit. ❑ 18. California Department of Forestry plan approval ❑ paid. ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Develo menImprovements, ❑ Drainage. ❑ ;K Encroachment Per it o�kom Publ'c orks Dept. (construction approval prior to occupancy). 22. Pre -Inspection for required. ❑ 23. Contractor's license information. (Number, Name Style, Classification). $4. Worker's Compensation Carrier and Policy Number. 5. Owner -Builder Verification ( ❑ Given to owner, ❑ Mailed to owner). -26. Letter of Signature authorization. ❑ 27. Recorded copy of Agricultural Acknowledgment Statement. ❑ 28. Manufactured home utility clearance. Op. E isy' g violations an expired permits. 3 Grant Deed,❑.P4I. . tle/Stat ment of Facts, etter from Legal Owner, eck to H.C.D. $ Other: �' i . ( 01 When issued Telep . ne and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 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 y 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. Original -Applicant aqt� .1 r11,1- ��f3'Tf�`�!�`-��t`�t,�-+�*fi^�'iiti`�"'ti'�Zi;\.rat�'ti.`�;n1"Fi�'w;+'� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax1�530)538-2140 ' PERMIT APPLH-ATIV5 DATA SHEET s Gf -0�- _ ' . � OWNER:: ASSESSOR PARCEL NUMBER 0-/ /41) Pioposed Building Use: Counter,Technician: Date: K , Itre�-� rder to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. b � ` 1.. Plot plans, 3 or 4.sets, signedty the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. v ❑ 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! Energy compliance design and supporting documentation in duplicate. V6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation �pllannss all in duplicate. ❑ 7-'l�leial'Gu`i`l�'m(A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet-si ned by the en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form................................................................................ _ ❑ 13. Other Remaining items needed to issue the permit. (May=require additional planreview upon receipt of the following items.) • - 4.. Fees as shown on the attached Schedule of Fees Duey eet..... 1................................. r , ❑ r15. Statement of Intent for Non -heated and A/C Buildings......,.,r................................... ❑ 46'. Sanitation and plot plan approval from the;Environmental Health Department in ❑' k17. City of Chico Plumbing permit..... ..}' r' � .� ... ❑ 18. California ePartment`)Forel;' Plin arov al ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A Use,.,r' I (B),Parking: (C) Parcel Check: D-20. Contact Land Develo menf about Q liriprovements, ❑ Drainage ............................... v `' "❑` 1' -Encroachment Per it` or drewa _ T6m the Public Norks Dept. (construction approval prior to occupancy). 2. Pre -Inspection for required ..... :.::J:-: ❑ 23. Contractor's licen a information. (Number, Name Style, Classification) ...................... 4. Worker's Compensation Carrier and Policy Number ..............:.............................. 5. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... t.+ 26. Letter of Signature authorization..............................................:r:................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement ................................... ❑ 28. Manufactured home utility clearance............................................................ ❑ �9. E 'sting violatio yan or expired permits .............. ...............:........(f c..... � �0Grant Deed, tle/Stat ment of Facts,' etter from Legal Owner, heck to H.C.D. $ell lam 1. Other: c rn` When issued Telep e and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: '1. Index permit application -for the above items numbered: 2. Additional litems required'- Contractor, equired_Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: t Structural reviewed by: i Date: Note transfer by: Date: Date: r r - e Plan Check Letter phone, ❑. mail, ❑ counter, by Date: _ phone, ❑ mail, ❑' c unter, by ' Date. - Plans approved by: Date: _Structural approved by: t' Date: "Ail Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 EDULE OF RECEIPT OF FEESOWNER/1-AX. A. P. # �J I H PROPROSED BUILDING USE DATE -! - 3 1 O3 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... --- Additional Fees Due..:........ $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES Residential (per unit)..... # Units (paid at Building Division) X =$ Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. 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. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the 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) PRE -INSPECTION : REP:()RT OWNER: DATE: 0 LOCATION: A -P. # CONTRACTOR: ZONING: PRE-INSPETION FOR: DATE TO INSPECTOR: PER HISTORY:( ONE kAS FOLLO BUILDING INSPECTOR'S REPORT Building Description: Commercial/Usage: Residential/# of Units:_ Currently Occupied AbandonedIVadant Electric: Yes<(o Electric currently On Z.Off Condition of Electric Gas: Natural Propane,None Currently On,._Z Off Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious* SewageProblems Comments: ACTION RECOMMENDED: ISSUE:— HOLD FOR Inspector. Date Sketch buildings on reverse and indicate location on property. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 f .. CORRECTION NOTICE "# OWNER PER'FAIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. � /0 LA r rte t ✓i ,14 A" nivT" t7./nn rT i LU _j �bUe:D DIrT _SST iT,Lq-cl< Date 6 ' Q Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive•O�roville, California 95965 • Telephone (5 b) 538-7541 MCMAIT KinAPPLICATION pL� p �ev.12/96) 6 -►r r LB i:e4TI ON AND PERIVIIY o�q / �i N 11t) =0—WNF1_R ZONING @7.50 yBUILDING PER6VIIT OWNER HISS U NE i W7� SQ. FT., OPC. B Ex. Occu UTLEi3FMD ��IDES c� a ION Temporary Service cow sum a WM N n 8 C //-/ , J y E 20.00 Misc. Wiring 23.00 ' PER IT FEE CONSTRUCTION LENDER - MECHANICAL PERMIT Fling Fee 20.00 Heating LENDERS "UNG ADDRESS Cooling Fire lace Hood 6.50 Total Valuation $ ARCHI ECT OR ENGINEER LICENSE NO. —Filinq Fee 1 $ 20.00 ARCWrECr OR ENGINEERS MAILING ADDRESS Energy Inspection Fee Permit Fe@ S' 0.:' Z -w occ * CONST. TYPE TOTAL FEE $ Plan Checking Fee $ BUILDING ADDRESS ,�5uVr5 0/6L$ I D. FEES IMP 1. FLOOD Energy Plan Checking Fee $ PD HD ISSUE PERMIT FEE $ LOT No. SUBDIVISIONS NAME P$ACEL-MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other svEcffr Each Tr 7.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 S— TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utirlties ❑ InstalO n De tribe Work: Other ❑ Each gas water heater or vent 15.00 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S 1 (31 W 1 (9?20.00 PERMIT FEE ELECTRICAL PERMIT Fling Fee 20.00 Main Service A OR LESS F 9P. r sSh,eR-b.p� ok1-+ear- Irl r, L—S do X . Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50° deep and demolition or construction of structures over 3 stories in height Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Main Service 200A TO I0=A 46.00 NEW CONST. DWELLING OCCUP. Sa OR ADONS. 6 ACC. RLD8- ) 3.52— CO MULTI -OUTLET NON-RESm. ' @7.50 POAPPARATUS 8 SMWGLER E OUTLET R. Ex. Occup. OUnzr OR FIXTURES BnL a I.sn Ex. Occu UTLEi3FMD ��IDES c� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 ' PER IT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ * CONST. TYPE TOTAL FEE $ NAZ. I D. FEES IMP 1. FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date 511-3 WILKERSON W/S Dos Rios Rd, app i mi. N of Biggs East Hwy, Biggs If Permit #24-77E(co plete rewire existing house``-�� PERMI 97-2122 025-110-003 RUDD, KEVIN & MARIA 3093 DOS RIOS RD., E BIG CONT: CHICO BUILDING SYSTEMS/// ft 1 I DEMO / SF 025-110-003 PERMIT#97-2190 RUDD, Kevin & Maria X`Z ton 3093 Dos Rios Rd., E Biggs Cont: Skycrest Bldg Mobilehome Utilities ELECTRIC -�20 GAS COMPACTION TEST SUPPORT STRUCTURE 7 025-110-003 PERMIT#97-2191 RUDD, Kevin &Maria Fri 3093 Dos Rios Rd-,, E Biggs Cont: Skycrest BldgA Mobilehome Installation 025-110-003 03-2291 RUDD,LARRY 3093 DO RIOS RD, BIGGS Cont: SERVICE PACIFIC MHS r EX MH PERM FND EX SITE i r • r Building Permitumber: ®3"aT7 Owner Name: Residential Construction Requirements IMPORTANT 'This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required. Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: Owner Name: KU&,O 'Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of 1 feet from the side and _5_ feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. T RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 C<QP'Y of Document Recorded 23 -Sep -2003 2003-0066329 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. LARRY D. RUDD 7 COUNTY CENTER DRIVE REAL PROPERTY OWNERILESSOR MAILING ADDRESS 1690 CIVIC CENTER BLVD., OROVILLE BUTTE CA MAILING ADDRESS CITY . COUNTY STATE YUBA CITY YUBA CA 95993 CITY COUNTY STATE ZIP 3093 DOS RIGS RD INSTALLATION MAILING ADDRESS, IF DIFFERENT DATE BIGGS BUTTE CA 95917 CITY COUNTY STATE -ZIP GREEN TREE FINANCIAL SERVICING CORP. UNIT OWNER (if also Property owner, write "SAME") DEALER LICENSE NO. 295_1 SUNRISE BLVD, STE 175 MAILING ADDRESS RANCHO SACRAMENTO CA 95742 C COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY . COUNTY STATE ZIP 03-2291 530 538-7541 PERMIT 10. TELEPHONE NUMBER (BUMIMIMG SICINATURE OF LOCAL A ENCY OFFICIAL DATE SIERRA PACIFIC MHS DEALER NAME (if not a dealer sale, write 'NONE") NOT AVALIABLE DEALER LICENSE NO. SKYLINE HOMES INC 1997 OAK MANOR OKM2241 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 06700455KB/KA 66'X 26' ULI1458957/8 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP # 025-110-003 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Aoolicant GOLDENROD - Buldine Dent. DESCRIPTION ORDER NO. BU=162015 DP THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: A PORTION OF THE SOUTH HALF OF LOTS 17 AND 19, IN BLOCK 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "RIO BONITO COLONY", WHICH MAP WAS RECORDED IN THE OFFICE. OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 1, 1892, IN BOOK 5 OF MAPS, AT PAGE(S) 31, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING .AT THE INTERSECTION OF THE EASTERLY PRODUCTION OF THE, SOUTHERLY LINE OF SAID LOT 19 WITH THE CENTERLINE OF A COUNTY ROAD RUNNING NORTH AND SOUTH ALONG THE EASTERLY LINE OF SAID LOT 19; THENCE NORTHERLY 'ALONG THE CENTERLINE OF SAID COUNTY ROAD, A DISTANCE OF 313.06- FEET TO THE TRUE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE WESTERLY AND PARALLEL WITH THE SOUTHERLY LINE OF -LOT 19 AND ITS PRODUCTION A DISTANCE OF 208.71 FEET TO A POINT; THENCE SOUTHERLY AND PARALLEL WITH THE EASTERLY LINE OF SAID LOT 19, A DISTANCE OF 9 FEET; THENCE WESTERLY AND, PARALLEL WITH THE SOUTHERLY LINE OF SAID LOTS 19 AND 17, A DISTANCE OF 311.98 FEET TO A POINT ON THE WESTERLY LINE OF SAID LOT •17; THENCE NORTHERLY ALONG THE WESTERLY LINE OF SAID LOT 17, A DISTANCE OF 108.44 FEET, TO A POINT AT THE -NORTHWEST CORNER OF THE SOUTH HALF OF SAID LOT 17; THENCE EASTERLY ALONG THE NORTH LINE OF THE SOUTH HALF OF LOTS 17 AND 19 AND PARALLEL WITH THE SOUTHERLY LINE OF SAID LOTS 17 AND 19 AND ITS PRODUCTION, A DISTANCE OF 520.63 FEET. TO A POINT IN THE'CENTERLINE OF SAID COUNTY ROAD; THENCE SOUTH ALONG THE CENTERLINE OF SAID COUNTY ROAD, A DISTANCE OF 99.44�FEET TO THE TRUE POINT OF BEGINNING. . t r 0,4 qkw'� a'. 5+ a" . d 4 + . 4 = °i� .�Y'`'Sx.+' `fit• r "' + r3` yy ..'T -AS-9. "+oft I,FOUNDATIONSYSTEIVI tk Y CERTIFICATE OF�OCCUPANCY �r BUILDING PERMIT NUMBER: 03-2291 Address or location of unit: 3093 DOS RIOS RD., BIGGS CA 95917 Legal Description of Real Property: AP It 025-110-003 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: LARRY D. RUDD Owner's address: 1690 CIVIC CENTER BLVD., YUBA CITY CA 95993 INSIGNIA OR HUD NUMBER: ULI1458957/8 SERIAL NUMBER OR V.I.N.: 06700455KB/KA MANUFACTURER'S NAME: SKYLINE HOMES INC YEAR: 1997 OFFICIAL APPROVING INSTALLATIO DATE: '- /, 5' Q PHONE: (530) 538-7541 H.C.D. 513C SLATE OF CALIFORNIA - BUSINESS, TRANSPORTATION AND HOUSING AGENCY GRAY DAVIS, Governor. DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT )SING y� Division of Codes and Standards •`�`� � O O Elrn k,3 '�Gl u w Title Search Date Printed: 08/05/2003 Decal #: LAY4350 Use Code: SFD Manufacturer: SKYLINE HOMES INC Original Price Code: AQD Tradename: OAK MANOR Rating Year: Model: OKM2241 Tax Type: LPT Manufactured Date: 11/13/1997 Last ILT Amount: Registration Exp: Date ILT Fee Paid: First Sold On: 12/11/1997 ILT Exemption: NONE Serial Number HUD Label / Insignia Length Width 06700455KB UL1458957 66' 13' 06700455KA ULI458958 66' 13' Registered Owner: LARRY D RUDD 3093 DOS RIO'S RD BIGGS, CA 95917 Last Title Date: 09/28/1998 Last Reg Card: 09/28/1998 Sale/Transfer Info: Price $57,639.00 Transferred on 12/11/1997 Situs Address: 3093 DOS RIOS RD BIGGS, CA 95917 Situs County: BUTTE Legal Owner: GREEN TREE FINANCIAL SERVICING CORP 2951 SUNRISE BLVD STE 175 RANCHO CORDOVA, CA 95742 Lien Perfected On: 12/17/1997 08:54:07 *** END OF TITLE SEARCH *** 0 DE��, 07/31/2003 14:47 530-671-3517 8R- C H-1 P &, REN ROW July 31, 2003 Morethmt u amilly of e pritw. in curing our c&7w'pmper:V LARRI'A.RUDD,CPA JAMES W. CHALMERS, CPA )OSL.PH A. LOPEZ, CPA FRED A. RA.I.L, CPA MARK A. ROYER, CPA BARBARA R. SWIFT, CPA MICHAEL D. SMITH, CPA WESLEY D. CHIPMAN, CPA 1914-1999 LONNY L. RENFROW, CP.k OF COIINSEI. SERVICES TO PROVIDG FOR YOUR PERSONAL AND PROVL•SSION AL I+I:USPL•RITY: • Fronsgement consuhing - • bus;acRB & llc'xonal tax preparation- . Cost conu•o1 Ochi elimination pacltagcs Business vnlustion services Complete psyroll processing Personal as bus;ncax financial plannine (a mpmer consultation • Year-rm-ad tax planning . IRC representation Rctircmcnt & estate plann;ng ALWAYS WITT•1 YOI:R C.ON.vrNIr.NCr IN MIN D: Direct access to pr6,cipalx ••Phone calls retunletl promptly • • Earlymoruing, lunchtime, evening & Weekend appointrnents - • Your cotnpletu satis(action' with Our 5urviee3 is guaranteed & 1190 CIVIC CENTER BLVD. YUBA CITY, CA 95993 '1'LLL•PHONE (530).671-1150 FAX (530) 671-3517 E-MAIL: chipmunFptt.com 0 626 FREMONT STREET COLUSA, CA 95932 TELEPHONE (530) 458.8236 FAX (530) 458.2938 CHIPMAN AND RENFROW Butte County Building Department . Attn: Tammie Powell Re: Parcel Number 025-110-003 Address: 3093 Dos Rios Road Biggs, California 95917 PAGE 02 Tammie, I hereby grant permission for a permanent foundation to be constructed under the existing mobile home on the above referenced parcel number and. at. the above referenced address. Sincerely, Larry D. Rudd 1.19Q Civic Center Blvd. Yuba City, CA 95993 (53Q). 67.1-45Q2, 3 r . t STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY 0�6 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS REGISTRATION AND TTILING PROGRAM STATEMENT OF FACTS This unit is a: obilehome 0 `Commercial Coach Floating Home 0 Truck Camper Decal (License) No.(s) Trade Name Serial No.(s) r I/We, the undersigned, hereby state: L® db UAL I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on 9/1 1103at �J klUiy) Address City - HCD 476.6 (REV 9/91) V Printed name(s) V fl. State (State) 07/31/2003 14:47 530-671-3517 CHIPMAN AND RENFROW PAGE 03 CH.IFMAN_&.FENrROW July 31, 2003 More than a censury ofe perie+ttr in auuringour etima'prorpery LARRY D. RU011, CPA JAWS W. CHA.LMERS,CPA Butte County Building Department JOSEPH A. LOPEZ, CPA FRED A. BALL, CPA Attn: Tommie Powell MARK A. BOYER, CPA Re_ Parcel Number 025-110-0.03 BARBARA R. SWIFT, CPA Address: 3093 Dos Rios Road t MICHAEL D. SMITH, CPA Biggs, California 959-17. W£SI.F.Y D. CHIPMAN, CPA � 1914 -1999 Tammie, LONN'F L. RENFROW, CPA I hereby give permission for Maria A. Rudd and/or Kevin J. Rudd to act as Or i:avrlsJ:L my agent to sign any required documents and obtain any required permits in connection with the above referenced property. SERVICES TO PROVIDE Sincerely, 1:011 YOUR PERSONAL AND PROFESSIONAL PROSPERITY: Man,Ccmcnt consulting ' I1Uslncas ff peraoonl MR Larry D. R d prcparuti(,n 1990 -Civic Center Blvd, climill Yuba'City, CA 95993 . • nt,bt elimivaeion Pack , ages ' Busitiesi r;rh,alio7i services (53%67-1-4502 Coulpirlc payroll Processing Per..wmkl & business e fin, ncinl planning Computer coasulrariot, ' Year-rol,od t;.,X 1)1;,nrtigg_ IRS repre::rnrution • Retirement & cstnte platltlinl ALWAYS WITn YOUR + CONYENLv,irr.. LN.M[KD: • Uircp access tt principals Phone cnlls returned. promptly r�rty'morning, lunchtime, evening & r+cckend appointments Yolii•coniplacc yatisFnction' With our services is guaranteed Id 1190 CIVIC CENTER ISLVD. YUBA CITY, CA 95993 TFL4PH.0NE_(530) 671.4550 FAX (530) 671-3517 E-MAIL; chipmancpe.com ❑ 626 FREMONT STREET COLUSA, CA 95932 TLLEPHONT; (530) 438-8236 FAX (530) 458.2938' ` REc0taoN3'Ft QMSTEDBy- CHI/TO MID VALLEY TITLE Order No. BU -162015 DP Escrow No. 974322 Loan No. WHEN RECORDED MAIL TO: Larry D. Rudd nn,.I g, lt jlw Last H1 9ts-,--FA 9. 9.17 l p.1 •� a ' v lh `M 97-03985411 Rec Fee Recorded I IHF Official Records I Check County of I Butte I Candace J. Grubbs I Recorder i 9:00am 24 -Oct -97 I KVTC SPACE ABOVE THIS LINE Fox 11.00 2. 00 13. 00 VS 3 THE UNDERSIGNED GRANTOR DECLARES MAUL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX $ None never in title Larry D. Rudd Computed on the consideration or value of property conveyed; OR �/gC, b111c..Y 61VeF Computed on the consideration or value less liens or encumbrances iia-bedg , C —n ^ 7 uL U4 q i_ 093 remaining at time of sale; u X Exempt from imposition of the Documentary Transfer Tax pursuant to Revenue and Taxation Code section 11927(a), on transferring community, quasi -community, or quasi -marital property, assets between spouses, pursuant to a judgment, an order, or written agreement between spouses in contemplation of any such judgment or order and _ The undersigned Grantor declares Signature of Declarant or Agent determining tax Firm Name INTERSPOUSAL TRANSFER GRANT DEED (excluded from reappraisal under California Constitution Article 13 A section 1 et seq.) This is an Interspousal Transfer and'not a change in ownership under section 63 of the Revenue and Taxation Code and Grantor(s) has (have) checked the applicable exclusion from reappraisal: _ A transfer to a trustee for the beneficial use of a spouse, or the surviving spouse of a deceased transferor, or by a trustee of such a trust to the spouse of the trustor. _ A transfer to a spouse or former spouse in connection with a property settlement agreement or decree . of dissolution of a marriage or legal separation; or X A creation, transfer, or termination, solely between spouses, of any co -owner's interest. _ The distribution of a legal entity's property to a spouse or former spouse in exchange for the interest of such spouse in the legal entity in connection with a property settlement agreement or a decree of dissolution of a marriage or legal separation. Other: FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Gayle Rudd, spouse of the grantee herein hereby GRANT(S) to Larry D. Rudd, a married man, as his sole and separate property the real property in the City of Unicorporated area, County of Butte, State of California, described as see Exhibit "A" attached hereto and made a part hereof by reference It is the intent of the Grantor to divest herself of any interest, community or otherwise, in and to the herein described property and to vest same in Grantee as his sole and separate property. MAIL TAX STATEMENTS AS DIRECTED ABOVE 1004(1/94) 3 Dated October 10, 1997 Gayl udd V 5� AMERI STATE OF CALIFORNIA COUNTY OF } S.S. , 2 On October , `, 1997 , before me, the undersigned Q personally appeared Gavle Rudd personally known to me (or proved to me on the basis of satisfactory evidence) to-, be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her authorized capacity, and that by her signature on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. �� S?,cey C Simlick ��*;;.. Tn :.1055526 NOTARY PUGL0. CALIFORNIA COLUSA COUNTY Signature , = � 1999 c , „oaM� Comm Exp AP a Building Permit Number: © 3" 2 2 Q Owner Name: P ud-GL Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed'for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required. . Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total - net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: Owner Name: R it fid, Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure.. The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of 5- feet from the side and 5 feet from the rear property lines and 20 feet (25 'feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. lipExpansive soil may be encountered on this site. This condition may require the . foundation to be designed by a California registered engineer or licensed architect. 1. Owner's Name: _KE V Id -M A 2/A FW D D 2. Assessor's Parcel Number: C>15'— 110— 003 3. Installer's Name: S K`/ C R S v PR/ s& s' / .-v C 4. Is the site currently under permit? Yes[ ] No[X] Permit No. 5. Is the site an existing site? Yes [X No[ ] (If yes, furnish two plot plans). 6.. What is the electrical rating of the. mobilehome? li o Amperes. 7. What is the mobilehome site circuit breaker rating? 10 0 Amperes. 8. What is the electrical rating of the mobilehome site? 10 0 Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] No[� ] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[A If yes, please identify the load and size.- a) ize:a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[] None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: 3/6 inches. 13. ' What is the g#s pipe length from the meter or tank to the mobilehome? :O (ft.). 14. What is the bilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). May 1995 BUTTE COUN I t P .8.5 Mobilehome Manufacturer: S k,1 I- J,4 4= Manufae Year: I q,17 If other than single wide, furnish Setup Model Number: n o M r'' 4 l Width: 9,& (ft.).Length: (� (, (ft.) Tagalong or Expando Size�(ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or.foundation grade[(] Other: SUPPORTS: Concrete block[( ] Other: Provide Tie Down Specifications for all Mobilehomes:_ /A Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1Line 1 Line 2 Line 2 ...............................................:...m............................................. Main Beas ............................................................................................... Line2 e2 . Line 1 Line 3 Line 2 ................................................................................................ Main Beams ............................................................................................ Line 2 Line 1 ............................................. ine S Tag or Triple e4 ine I Line 1 Piers: Line 1 Openings Size minimum: r, i x r i. Size minimum: [la ] x [ 3Q ]. Spacing maximum: 1 4 J Each side of openings From ends -maximum] '. with width over: 3 ` O ` Line 2 Piers: Line 4 Piers: Size minimum: [ 1-:7- ] x [ 30 ]. Size minimum: [ ] x [ ]. Spacing maximum: O Spacing maximum: ` From ends -maximum: 1 b From ends -maximum: ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): azl !q x30 36,+030 [,14'z 30 1 A)(30 x30 12 930 f' o !f` 0 33' 4 135' 8 1q&l '3UTTc GOUN I OVER r y ULDING DEPARTMS POR V '.s VECTOR DYNAMICS FOUNDATION SYSTEI WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST. CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 2 3 4 5&5a 6 7, 7A, 713&7C 8&9 WIND ZONE I - SINGLE SECTION WIND ZONE II - SINGLE V -DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 in COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System 03 - 2 2q/ i3LjTTE GOUN Ir AULDING DEPART( ,", 4P P ROV Release Date 8/13/2001 Engineer Approval I c)LU s Nn l sVi UF C4 18551 APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REOULATIO;tS State of California Department of Housing and Community Developrric,t DC BES AND STANDARDS Bye_/o -O / �_ (sign ure) p r SPA N0. For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.tiedown.com �e r VECTOR DYNAMICS FOUNDATION SYSTEI WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SET-UP INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST. CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 2 3 4 5&5a 6 7, 7A, 713&7C 8&9 WIND ZONE I - SINGLE SECTION WIND ZONE II - SINGLE V -DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 in COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System 03 - 2 2q/ i3LjTTE GOUN Ir AULDING DEPART( ,", 4P P ROV Release Date 8/13/2001 Engineer Approval I c)LU s Nn l sVi UF C4 18551 APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REOULATIO;tS State of California Department of Housing and Community Developrric,t DC BES AND STANDARDS Bye_/o -O / �_ (sign ure) p r SPA N0. For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoringrequirements The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for vertical ties. � Page 2 California 8/2001 56 i ma; Maximum Pier Height (Wind Zones I & II only) Figure The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 ii ma) Unequal Pier Heights ( Wind Zones I & IL"rigure z 5 in. iax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. c Page 3 California �2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TIDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. h c 1 Page 4 California 8/2001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SET VECTOR FOUNDATION PADS Lon9 Snort Clear all loose vegetation from the immediate u"bolt �bo1\ u- boll area where your Vector foundation pads will rest. Press or hammer pads into the ground. Tip: Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications Z-4 3 IA.only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. IK\ Page 5 California 8/2001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) 11r g, -o f �r ,v Long U -B C f 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. D Q 0 1 fr fr 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a c California '812001 Vector Dynamics Metal Pig 9 For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount *upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield .may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System Installation: for rocky soil conditions V Drive anchors are used only with Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive heAd. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inc the anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. c Page 6 California 8/2001 Vector Dynamics Foundation Systems or Component Parts List k cnlcs` - k I T �� Vector System 2000 Kit # 59018 ° o Single piece pads with straps and slotted bolts Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 Part #'s included: 59275, 59282, 59276, 83044z & 10999 Vector System Kit # 59007 00 00 0000�� Concrete Vector System = Kit # 59008 (for single stack blocks) ®O c ®a o Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 Concrete Vector System Kit # 59006 (for double stack blocks) California 8/2001 Vector Dynamics Foundation Systems Component Parts List 0 Part #'s included: 59281, 59288,10925, 59232 & 83044z o v� ®o a ®o 0 Part #'s included: 59269, 59, 13, 59282 & 10999 Adjustable Steel Compression Strut P/N 59043 Or these products available at your local hardware store 55 Jte ueakedl ea 4 A o< 2ea2x ROQ�CQ\Qe � A' S�reaU\e Vector 2000 3 Sq. Ft. Pad Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Vector lateral Hardware Kit Kit # 59024 (for use with 59271) V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type 1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on label attached to the wood when purchased. �e. Page 7A California 8/2001 Vector Dynamics Individual Component Parts Detail 1� -o - o ®0 0 0 � 0 � Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625" x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" Vector Dynamics Tension Link �Slotted Bolt Part # 59282 Part # 59135 6.25" x 2.52" x 3" 3" x 5/8" Vector 2000 Tension Link Long U -Bolt w/Nuts &Washers Part # 59288 Part # 83044Z 2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch) Concrete Wedge Anchor® 2 Short U -Bolt w/Nuts & Washers Part # 10530 Part # 10999 3/8" X 3-1/2" o3/8" x 3" (16 Threads Per Inch) Page Protecto-Strap Carriage Bolt w/Nut & Washer a Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 1/2" X 2-1/2" Strap Protectors Q® Protecto-Strap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" 0 PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25"x 4/56"x 1.42" Part # 10624 3/8"-16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160 42' Certified G120 MS60 59165 60' Strap w/Swivel Connector MS600 59170 600' Part # Length `,. 59732 12' p 59734 14' oe 59736 16' Frame Tie w/Hook 8 ft. P/N 59195 10 ft. P/N 59210 Earth Anchors 12 ft. P/N 59211 ° 0 Longer Lengths Available 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth Anchor Stabilizer V Drive Head 12" wide Part #59269r Black Paint: Part #59292 Galvanized: Part #59294 o D, m' Drive Rods' L 5 ® Part #59113 Y 0 rage t u LW.AIV*11IIW Vector Dynamics System for Concret e Instructions for Applications Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (gals. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One concret Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wed e B �o California /2001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit x#59008 (for single stack blocks) Or Vector Kit #59006 (for single or double stack blocks) Page 2of2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards U -bolt Page 9 Vector pad for concrete Concrete footer California "6/2001 V (0 C) A 0 0 WIND ZONE I I � Vector Dynamics Systems Required for Single Section Homes (Materials Required) e I SeS Ctie na'Lot °ysmea 'Uai tatlon Xam\3\e � a nef b s 'Lo home E sho s 9nust e ' -,�' iiiustf and 5 pacir•9 ' dation pads I ' ` F ouo - , WIND ZONE I (not to scale) 7 C) �2 sq. ft. pad CDCD instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side " 0 to 72' 3 2 73 to 90 4 3 * Anchor and stabilizer plate combination Each Vector Foundation System requires '1 One Wctor Kit, 2 slotted bolts V 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), ¥ 1 ea. 4 x 4 pressure treated wood compression member V or 2 ea. 2 x 4 pressure treated wood compression member ¥ or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member '# or 1 TOE adjustable steel strut C7 v O te- N O O V -Drive anchors are used only in WIND ZONE I (not to scale) \2 sq. ft. pad/ 34 � max o c.typ - NOTE: Vector Systems should be spaced as evenly as is practicable a" the length of the home. Pier spacing must be consistent with home mandacuers' installation Instructions and/or state mWirements. Maximum allowable working drag toad for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V' Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Drive Anchors Home Length Vector Systems Anchors Required WIND ZONE 1 Required q 1 Vector Dynamics Systems Required _ _ - " �: _ - - " 3 I '\ Single Section Homes g 1 \ Difficult Soil Conditions I \ e�tion hOys les verko man" 4 or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression of sP g� me '% skalta��on a �� .n � I �e of rat b I -===----r'" 1tWSV 0`5k \ �dSpacln9m \- ads ' ndat'on F ' Fou I F tip. cfl max C7 v O te- N O O V -Drive anchors are used only in WIND ZONE I (not to scale) \2 sq. ft. pad/ 34 � max o c.typ - NOTE: Vector Systems should be spaced as evenly as is practicable a" the length of the home. Pier spacing must be consistent with home mandacuers' installation Instructions and/or state mWirements. Maximum allowable working drag toad for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V' Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Drive Anchors Home Length Vector Systems Anchors Required Each Vector Foundation System requires One Vector Kit, 2 •V" Drive Anchors, 4 slotted bolts Required q Per Side 2 ea. 1-1/4 in. tie, length will vary with pier height (4725 Ib. min. break), 1 ea. 4 x 4 pressure treated wood compression member 0 to 72' 3 3 or 2 ea. 2 x 4 pressure treated wood compression member 73' to 90' 4 4 or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member (center compression member only) • or 1 TDE adjustable steel strut • "V" Drive Anchor, Part Number 59269 • 2 ea. 2x4 pressure treated wood for "V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the "V" Drive Anchor connections. D�WN n: rnnrarur. I 00 N 0 0 Metal Pier Sets ZONE I 1 ' , Vector Dynamics Systems Required for Single Section Homes Up to 72 ft.- (Materials Required) home m de a \, I , sectte for sY manual gu' 1�n s Its ag,e �n9 i°ns a�lat1°n EXamPe 0 gh°ws 9eust be to h I an I ndatlon P I ' \ Fou - - %""., Itis Se. Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73' to 90' 4 3 ' Anchor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. WIND ZONE I ��ton "°m ems i 9Uide1`^es Vector Dynamics Systems Required aye se vee, Yman for Double Section Homes _ _ _ - - " " " of a efa d pa°i0me°r staiia�l 1n (Materials Required} Exa ,p e ,, gens, be tosk) "°_ _ _ - - \11ustf ak%o spaci°9 mus '�'� to°pads '"" --""�� I ♦♦ ♦ I \. I ter' ��: ,��= �-4"«• _ tet' � x. ' \ ♦ ' - ::fix -,..4 • �� I ./ \ ',��_ �r> max.• `� I `. I , • O.G. Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. 0 0 \2 sq. ft. pad/ NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with have manufacturers' installation instructions and/or state requirements. Soil Classifications: 2, 3, 4A, & 48 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires One Vector Kit, 2 slotted bolts 2 ea. 1-1/4 in. lies, length will vary with pier height (4725 Ib. min. break), 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member or 1 TDE adjustable steel strut rA C) N O LE OD N O O WIND ZONE 1 " Vector Dynamics Systems Required _ _ _ ' - - " " " " " rtLe- 's. es' tion rQ s Stern utdelit` . 1 for Multi Section Homes _ _ _ - - " " " e� e,�,-\1m��stat "'sn (Materials Required) , , , _ _ � h°WS m�stwoSP sp k and I ` ` F ndatton Peds I FOU �_ - .., �t --- -r s�� ate• _' Soil Classifications: 2, 3, 4A, & 48 Soil Bearing Capacity: 1,000 PSF minimum WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pad Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2- or 4" nominal SCH40 Pipe compression member or 1 TIDE adjustable steel strut 7/E DOWN Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. \2 sq. ft. pad Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2- or 4" nominal SCH40 Pipe compression member or 1 TIDE adjustable steel strut 7/E DOWN C) 0) O 7 u 4 00 N 0 O Maximum allowable working drag load for the Vector System with the steel Soil Classifications: 2, 3, 4A, 46 compression strut Is 3,150 pounds per Soil Bearing Capacity: 1,000 PSF minimum the K2 Engineering test report. Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Side ' WIND ZONE II (Hurricane) Eaves over 6" less than or equal to 12" 0to48' Vector Dynamics Systems Required 4 5 for Single Section Homes , . - '; ; ; : - - home s 5. I 1 `ane _ t� s m (Materials Required}:;;_--'-" for vec`aio�ma�"a�gU ;d e l f�s;�,g\e o� a 2 sPactC\ge 1nskat� , rad EXamp,hoWs9euskbetoho 7 8 85' to 90' 8 \ \ \ ,pads O� 9 * 2n max typ. NOTE: For single section homes with eaves that exceed 6 inches _ in Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be installed in additon to the number of anchors listed in the chart below. C) 0) O 7 u 4 00 N 0 O Maximum allowable working drag load for the Vector System with the steel Soil Classifications: 2, 3, 4A, 46 compression strut Is 3,150 pounds per Soil Bearing Capacity: 1,000 PSF minimum the K2 Engineering test report. Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Side ' Eaves 6" or less Eaves over 6" less than or equal to 12" 0to48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 Vector Systems should be spaced as event y as is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires One Vector Kit, 2 slotted bolls 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). 1 ea. 4 x 4 pressure treated wood compression member or 2 ea. 2 x 4 pressure treated wood compression member or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe r or 1 TDE adjustable steel Strut WIND ZONE II Vector Dynamics Systems Required _ _ , - - " - home for Double Section Homes _ _ _ - " do�toie (eGvec Of S ma�ua` Aon (Materials Required) _ - a 12 ' a, spa e insta"aads and A,I O A NOTE: Vector Systems should be spaced as evenly as Is prat the length of the home. Pier spacing must be consists manufacturers' Instructions and/or state requirements WIND ZONE II (not to scale) o �2 sq. ft. pad 0 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" Vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required ,y 0to48' m Maximum allowable working drag load 49' to 60" for the Vector System with the steel 5 compression strut Is -3,150 pounds per 6 the K2 Engineering test report. A,I O A NOTE: Vector Systems should be spaced as evenly as Is prat the length of the home. Pier spacing must be consists manufacturers' Instructions and/or state requirements WIND ZONE II (not to scale) o �2 sq. ft. pad 0 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" Vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side' 0to48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 8 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member or 1 TDE adjustable steel Strut WIND ZONE 2 Vector Dynamics Systems Required 3 Section Homes (Materials Required) Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 9�tdett^es, � ` � ♦ testa\\a\io_ F ` ba to (111Us%ta�spacing - \ 1 \ \ \, ads 'fou^daho^ P ♦ 3� ` �.� - � , .max. t'N• Y 1 NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. n N LV 2 sq. ft. pad Soil Classifications: Soil Bearing Capacity: 2, 3, 4A, & 4B 1,000 PSF minimum Home Length Vector Systems Required *Anchors Required Per Side Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: 'Anchors Required: 3/4" x 30" anchor (59095) with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, .coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 413 and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family DwellincLC_ode. Page 18 California N001 Department of Development Services Building Division 7 County Center Drive _ Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: % ptv�- Phone:" 1C) Mailing Address Site Address: - V( Q\G� (�� r-1 Assessor's Parcel Number: _C):� `7 — I' C 3 Zone: J Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form GENERAL LNFOR�IIATION: 1. Is there a primary dwelling on the property? YesNo 9 ❑ 2. Is the structure already built, under construction, or under notice of code violation? Yes No o 3. Will items produced in this building be offered for sale? Yes ❑ No`s 4. Will the public have access to this building? Yes ❑ Nom 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No1A SITE CONDITIONS: 6. Is the stnrcture foundation within 5' of septic tank or 10' of leach lines? Yes& No 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No ff 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 9. Will the proposed structure encroach within any, recorded easement? Yes ❑No10 CONSTRUCTION 10. FEATURES: Will this building have insulated floor, walls, or ceiling? Yes " No 11. Will this building be heated or cooled? Yes No 12. Will this building have a water closet/toilet? Yes ❑ No 13. Will this building have a sink? Yes ❑ N 14. Will this building have a water heater? Yes ❑ No 15. What type of floor covering gill the building have? SLY l��Q�c 16. What type of %vall covering will the building have? OVER 1 of 2 PROPOSED USE: (check only one bog) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not b used for any other purpose (no bathroom and no heating or cooling). 2. rivate Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by ex eption) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept" A garage door is [Muired. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. I. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked 94, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop f ❑ Home Occupancy Z ❑ Other— Use = Dexn'be type of WorbAW 2. bfuu be approved by the Buae Canty PWYr ng Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with speck requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. O«-ner's Name: Please Print a_v� a— a Owner's Signature:Date: I � D 4 2of2 metallic building company-- SPRANGLER STEEL STRUCTURE 09/29/03 1453 AVOCET DRIVE MARYSVILLE CA 95901 JOB NO: 0805-211664 BUILDING SIZE: CS 30' X 40''X 14' JOBSITE: BIGGS CA (BUTTE) Gentlemen This is to certify that the above referenced building and its component parts have been designed and fabricated by Metallic Building Co, an AISC Certified Manufacturer, at its AISC certified facility. It has been designed in accordance with the order documents, in general accordance with the ninth edition of the AISC "Manual of Steel Construction" and the 1986 Edition (with 1989 amendments) of the AISI "Cold;Formed Steel Design Manual" and with good engineering practice for the following loads. All welding is per the appropriate American Welding Society (AWS) code. Governing Code for application of design loads: UBC 1997 IMP. FACTORS: WIND: 1.0 SEISMIC: 1.0 DEAD LOAD ... weight of metal bldg. structure only as supplied by Metallic Building Co LIVE LOAD BASED ON TRIBUTARY AREA: 0-200 SQ. FT..........20 PSF 201-600 SQ. FT ....... 16 PSF OVER 600 SQ. FT ....... 12 PSF COLLATERAL LOAD......... 0 PSF / WIND LOAD ............... 80 MPH EXP C SEISMIC ZONE............ 3 This Letter of Certification applies solely to the steel building and its component parts as furnished by Metallic Building Co and specifically excludes any foundation, masonry, or general contract work. since`_' AN m 464613 D P. 6/30/07 I _ BUTTE COUNTY t T r BUILDING DIVISION . APPROVED �._. 3/1/oT- Ptf =-mo, 4�9L.DEPT,COP) G corporate offices: 7301 FAIRVIEW • HOUSTON, TEXAS 77041 • (713) 466-7788 (866) 800-6353 moiling address: P.O. BOX 40338 • HOUSTON, TEXAS 77$40-0338 • FAX (713) 466-3194 • AUto/Steel Design • A Synercom Technology, Inc. Development • ' for NCI Building Systems Release 7, MOD 4. • 2001.07.01.0 • Run Start Date 01/25/2003 Time 13:34:02 TITLE - JOB#3448UBC .30 X 40(2@20) X 14 20/12/80 •C• UBC 97 PROJECT - 5/8/00 ENGR - SHH TYPE - RIGID FRAME . UNITS OPTIONS INPUT - English OUTPUT - English REPORT OPTIONS ANCHOR BOLTS AND CONNECTIONS FLANGE BRACE REPORT DESIGN SUMMARY REPORT WITH DEFLECTIONS SHORT OUTPUT EXECUTION OPTIONS /I EXECUTION MODE - ANALYSIS ONLY MAXIMUM NUMBER OF ITERATIONS — 1 UNITY CHECK RANGE. - 0.950 TO 1.050 MAXIMUM SEGMENT SIZE - 2.000 FT COEF. OF LINEAR EXPANSION - 0.0000065000/DEG.F MOD. OF ELASTICITY,E - 29000000.. PSI LOCATE FLANGE BRACING - NO MINIMUM NO. ANCHOR BOLTS - 2 COMMAND LINE OPTIONS /I C:\J)SNLib\3448ubb.dsn /0 C:\DSNL1b\3448ubb.dso /N C:\D0L1b\3448ubb.n1r /P C:\DsnLib\Plates32.sav • I v� Ya- S60 LO �Juif�ic YY)G(.j 'Di 5�' 6Yr1 SedfiL DESIGN INPUT ECHO NCI BUilding Systems, L.P. PAGE 1 JOB93LMUBC 30 X 40(2@20) X 14 2OA2180 *C* UBC 97 07/25/2003 JOB9 448UBC 30 X 40(2920) X 14 20/12/80 V UBC 97 " SHH,5/8/00,;,,,AC,FB„DF,,,,SH 3,1,,,,,,,N SPANS 30. 14. „0.,8,,,,8,,,,,;G 7.333„ 12.000,,,,12.00,1.,8.,15.,,30005,P,S D16,,,,,,,,,,50. 5.,5.,1.333„X„X LOAD FACTORS,25.00,40. DEAD LOAD,.05 LIVE LOAD,300 WIND LOAD,17.37,PSF,SPEC,0.80,-0.70,-0.70,-0.50 LOAD CONDITIONS 1,2,4,5,11 LOADCOND LDCN,6,100.,DL,lOO.,SZ1,,,,,DL+SEISMIC LEFT LDCN,7,100.,DL,lOO.,SZ2,,,,,DL+SEISMIC RIGHT LOADS LOAD,2,1,SZI,GLOB,X,CONC„2.36 LOAD,2,1,SZ2,GLOB,X,CONC„ -2.36 END "r �3 MACRO INPUT ECHO NCI Building Systems, L.P. CYCLE 1 JOB0L#&BC 30 X 40(2820) X 14 20/12/80 'C• UBC 97 `07/25/2003 SPAN LENGTHS 30.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 LEFT EXTERIOR COLUMN EAVE WALL GIRT BASE MID MID TWEE. BASE TEMP BASE F G HEIGHT SLOPE SIZE DEPTH DEPTH DIST. DEPTH SETTLE DIFF .DISPL X R Kx 14.000 0.000 0.000 8.000 0.000 0.000 8.000 . 0.00 0.00 0.00 G 0.00 GIRT AND BRACE LOCATIONS 7.333 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 B18 .50.00 0.00 0.00 RAFTER AT LEFT KNEE 12.000 0.000 .0.000 0.000 12.000 1.000 8.000 15.000 .0.0 30005 P S 0 SECTION 1 FOR RAFTER SECT FLANGE WEB /OUTER FLANGE-/------WEB-"--/-INNER FLANGE-/ LENGTH FY FY Kx D16 0.00 50.00 0.00 0.00 0 PURLIN AND BRACE LOCATIONS 5.000 5.000 1.333 X X 0 SYMMETRIC FRAME GENERATED WITH CENTERLINE AT X o 14.66 FT "r �3 MACRO 1NPUT'ECH0 4 NCI Building Systems, L.P. JOB#3448UBC • 30 X 40(2@20) X 14 20/12/80 •C• UBC 97 07/25/2003 LOAD FACTORS 25.000 40.000 DEAD LOAD 0.050 ..0.000 0.000 0.000 0.000 LIVE LOAD 0.300 0.000 0.000 0.000 0.000 WIND LOAD 17.370 PSF SPEC 0.800-0.700-0.700-0.500 LOAD CONDITIONS 0 12 4 511 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0 LOADCOND LDCN 6100.00 DL 100.00 SZ1 • 0.00 0.00 DL+SEISMIC LEFT LDCN 7100.00 DL 100.00 SZ2 0.00 0.00 DL+SEISMIC RIGHT LOADS 0 LOAD 2 1 SM GLOB X CONC 0.000 2.360 0.000 0.000 LOAD 2 1 SZ2 GLOB X CONC 0.000 -2.360 0.000 0.000 LOAD 1 2 DL GLOB Y UNIF 0.00000 -0.01790 0.00000 -0.01790 DLWT LOAD 1 2 WLL GLOB X UNIF 0.00000 0.37826 12.85797 0.37826 WLLX LOAD 1 2 WLR GLOB X UNIF 0.00000 -0.23641 12.85797 -0.23641 WLRX LOAD 2 3 LL GLOB Y UNIF 0.00000 -0.30588 0.00000 -0.30588 LIVE LOAD 2 3 DL GLOB Y UNIF 0.00000 -0.05098 0.00000 -0.05098 DEAD LOAD 2 3 DL GLOB Y UNIF 0.00000 -0.01603 0.00000 -0.01603 DLWT LOAD 2 3 WLL GLOB X UNIF 0.00000 -0.02583 14.71165 -0.02583 WLLX LOAD 2 3 WLL GLOB Y UNIF 0.00000 0.30993 14.71165 0.30993 WLLY LOAD 2 3 WLR GLOB X UNIF 0.00000 -0.02583 14.71165 -0.02583 WLRX LOAD 2 3 WLR GLOB Y UNIF 0.00000 0.30993 14.71165 0.30993 WLRY LOAD 4 3 LL GLOB Y UNIF 0.00000 -0.30588 0.00000 -0.30588 .LIVE LOAD 4 3 DL GLOB Y UNIF .0.00000 -0.05098 0.00000 -0.05098 DEAD LOAD 4 3 DL GLOB Y UNIF 0.00000 -0.01603 0.00000 -0.01603 DLWT LOAD 4 3 WLL GLOB X UNIF 0.00000 0.02583 14.71165 0.02583 WLLX LOAD 4 3 WLL GLOB Y UNIF 0.00000 .0.30993 14.71165 0.30993 WLLY LOAD 4 3.WLR GLOB X UNIF 0.00000 0.02583 14.71165 0.02583 WLRX LOAD 4 3 WLR GLOB Y UNIF 0.00000 0.30993 14.71165 0.30993 WLRY LOAD 5 4 DL GLOB Y UNIF 0.00000 -0.01790 0.00000 -0.01790 DLWT LOAD 5 4 WLL GLOB X UNIF 0.00000 0.23641 12.85797 0.23641 WLLX LOAD 5 4 WLR GLOB X UNIF 0.00000 -0.37826 12.85797 -0.37826 WLRX END LOAD CONDITION ARRAY 1 DL 100. LL 100. 0. 0. 2 DL 100. WLL 100. 0. 0. 3 a DL ' 100. LL 50. WLL 100. 0. 4 DL 100. WLL 50. LL 100. 0. 5 DL 100. LL 50. WLR 100. 0. 6 DL 100. SZ1 100. 0. 0. 7 DL 100. SZ2 100. 0. 0. MACRO. INPUT. ECHO 5 NCI Building Systems, L.P. JOBtf3448UBC 30 X 40(2@20) X 14 20/12/80 'C• UBC 97 07/25/2003 LOAD CONDITION DESCRIPTIONS 1 DEAD + LIVE LOAD 2 DL + WLL 3 DL + 1/2LL + WLL 4 DL + 1/2WLL + LL 5 DL + L/2LL + WLR 6 DL+SEISMIC LEFT 7 DL+SEISMIC RIGHT- tir" FRAME DESIGN, DATA s NCI Building SYStems, L.P. . JOB#3448UBC 30 X 40(2@20) X 14 20/12/80 -C- UBC 97 07/25/2003 CONFIGURATION (SYMMETRIC FRAME) BUILDING WIDTH -..30.00 FT NUMBER OF SPANS - 1 SPAN WIDTHS (FT). - 30.00 DESIGN BAY SIZE - 25.00 FT LEFT EAVE HEIGHT - 14.00 FT RIGHT EAVE HEIGHT .14.00 FT LEFT COLUMN SLOPE - 0.00 /12 LEFT RAFTER SLOPE 1.00 /12 RIGHT RAFTER SLOPE _ -1.00 /12 RIGHT COLUMN SLOPE - 0.00 /12 GIRT DEPTH - 0.00 IN PURLIN DEPTH - 8.00 IN LOADINGS ... .DEAD LOAD - 2.000 PSF LIVE LOAD - 12,000 PSF WIND LOAD - 17.370 PSF WIND LOAD PARAMETERS ... WIND LOAD METHOD - SPEC, WIND INTENSITY - 17.37 PSF MEAN ROOF HEIGHT 14.00 FT WIND LEFT COEFFICIENTS - 0.80 -0.70 -0.70 -0.50 FOR WLL WIND RIGHT COEFFICIENTS - 0.80 -0.70 -0.70 -0.50 FOR WLR LOAD CONDITIONS ... LOAD CONDITION 1 - DEAD + LIVE LOAD LOAD CONDITION 2 - DL + WLL LOAD CONDITION 3 - DL + 1/2LL + WLL LOAD CONDITION 4 - DL + 112WLL + LL LOAD CONDITION 5 - DL + 1/2LL + WLR LOAD CONDITION 6 - DL+SEISMIC LEFT 1. 2.36 (KIPS) CONCENTRATED LOAD APPLIED IN GLOBAL X DIRECTION TO MEMBER 2- 1 AT 0.00 FT FROM JOINT 2 LOAD CONDITION 7 v DL+SEISMIC RIGHT w" 1. -2.36 (KIPS) CONCENTRATED LOAD APPLIED IN GLOBAL`X DIRECTION TO MEMBER 2- 1 AT 0.00 FT FROM JOINT 2 DESID N SUMMARY REPORT NCI Building Systems, L.P. JOB#3448UBC 30 X 40(2@20) X 14 20/WW -C--UBC 97 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 1 - DEAD + LIVE LOAD SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER NUMBER (KIPS) (KIPS) (KIP -FT) (IN) (IN) 1 1 5.716 1.395 0.000 0.000 0.000 2 2 -0.006 -0.073 3 �3 -0.907 0.000 4 4 -0.006 0.073 5 5 5.716 -1.395 .0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 2 - DL + WLL SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER NUMBER (KIPS) (KIPS) (KIP -FT) (IN) (IN). 1 1 -5.077 -5.292 0.000 0.000 0.000 2 2 0.005 2.664 3 3 0.627 2.613 4 4 0.002 2.562 5 5 -1.611 -2.612 0.000 0.000 . 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 3 - DL + 1/2LL + WLL SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER ------ NUMBER ------ (KIPS) (KIPS) (KIP -FT) (IN) (IN) 1 1 -------- -2.827 ------=- -4.720 -------- 0.000 -------- 0.000 -------- 0.000 2 2 0.003 2.634 3 3 0.255 2.613 4 4 -0.001 2.592 5 5 0.639 -3.184 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 4 - DL + 1/2WLL + LL SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER NUMBER (KIPS) (KIPS) (KIP -FT) (IN) (IN) -- ------ -------- -------- -------- -------- -----�-- 1 1 2.570 -1.377 0.000 0.000 0.000 2 2 -0.002 1.266 3 3 -0.512 1.307 4 4 -0.004 1.347 5 5 4.303 -2.575 0.000 0.000 0.000 PAGE NO. 1 DATE 07/25/2003 -------------------------- DE N.SUMMARY..REP0RT NCI Building SYstems, L. P. JOB93448UBC 30 X 40(2@20) X 14 20/12/80 •C- UBC 91'. FRAME REACTIONS AND DEFLECTIONS -.LOAD CONDITION _ 5 - DL + 1/2LL + WLR SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER ------ NUMBER ------ (KIPS) (KIPS) (KIP -FT) (IN) (IN) 1 1 -------- 0.639 -------- 3.184 -------- 0.000 -------- 0.000 -------- 0.000 2 2 -0.001 -2.592 3 3 0.255 -2.613 4 4 0.003 -2.634 5 5 -2.827 4.720 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS-' LOAD CONDITION 6 - DL+SEISMIC LEFT SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER ------ NUMBER ------ (KIPS) (KIPS) (KIP -FT) (IN) (IN) 1 1 -------- 0.181 -------- -0.%8 -------- 0.000 -------- 0.000 -------- 0.000 2 2 0.000 1.350 3 3 -0.136 1.359 4 4 -0.002 1,369 5 5 2.251 -1.392 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS -LOAD CONDITION 7 - DL+SEISMIC RIGHT SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION' DEFLECTION NUMBER NUMBER (KIPS) (KIPS) (KIP -FT) (IN) (IN) 1 1 2.251 1.469 0.000 0.000 0.000 2 2 -0.002 -1.376 3 3 -0.190 -1.359 4 4- 0.000 -1.342 5 ---------------------------------------------------------------------------------- 5 0.181 0.891 0.000 0.000 0.000 ' w° 0 PAGE N0, 2 8 DATE 07/25/2003 DE N SUMMARY REPORT NCI Building Systems, L.P. • PAGE NO. - 3 JOB#3448UBC 30 X 40(2@20) X 14 20/12/80 •C• UBC 97 DATE 07/25/2003 9 ------------------------------------------------------------------------------------------------------------------------ EXT.COLUMN 1- 2 LENGTH. 12.86 FT MEMBER ANGLE 90.00 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 230. LB SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. (FT) FLG WEB SEG SIZE START END . OR SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 12.38 50.0 7 1.77 FT 8.14 IN 8.14 IN Wide Flange: W8 x 18 (B18) 0.746 . 12.4 FT 2 (CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES-- --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR------ D SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. - NO. (KIPS) (KIP -FT) .(KSI) (KSI) (KSI). (KSI) .(KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 . -5.30 -------------------------- 36.53 40.00 40.00 40.00 ---------------------------------------------------------------------------------------------- .-1.01 ' 28.82 -28.82 0.03 0.72 0.72 2 5.29 ' 49.93 RAFrER 2- 3 LENGTH 14.71 FT MEMBER ANGLE 4.76 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 236. LB SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. (FT) FLG WEB SEG SIZE START END OR SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 14.42 50.0 8 1.80 FT 11.99 IN 11.99 IN Wide Flange: W12 x 16 016) 0.673 4.8 FT 5 (CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES-- --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR------ D SECTION FORCE . MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. - NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) : (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 0.09 -18.44 10.94 40.00 19.18 0.02 -12.88 12.88 0.00 0.32 0.67 1 5.24 52.76 RAFTER 4- 3 LENGTH 14.71 FT MEMBER ANGLE 175.24 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 236. LB SECTION LENGTH YIELD . N0. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. (FT) FLG WEB SEG SIZE START END OR SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 14.42 ' 50.0 8 1.80 FT 11.99 IN 11.99 IN .Wide Flange: W12 x 16 016) 0.750 6.6 FT 2 (CONTROLLING ACTIONS) AXIAL . --ALLOWABLE STRESSES- -. --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR------ D SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. - NO. (KIPS) (KIP -FT) (KSI) (KSI) . (KSU (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 -0.62 -20.59 40.00 - 40.00 19.18 -0.13. -14.38 14.38 0.00 0.36 0.75 1 5.24 52.76 DE N. SUMMARY REPORT NCI Building Systems, L. P. PAGE NO. - 4 JOB#3448UBC 30 X 40(2@20) X 14 20/12/80 'C' UBC 97 ------------------------------------------------------------------------------------------------------------------------ DATE 0725/2003 lU EXT.COLUMN 5- 4 LENGTH 12.86 FT MEMBER ANGLE 90.00.DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 230. LB SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. - (FT) FLG WEB SEG SIZE START END OR SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 12.38 50.0 7 1.77 FT 8.14 IN 8.14 IN Wide Flange: W8 x 18 (B18) 0.595 12.4 FT 5 (CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES-- --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR------ D SECTION FORCE MOMENT FA FBO ' FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 -3.05 29.45 40.00 ..40.00 40.00 ' -0.58 23.23 -23.23 0.01 0.58 .0.58 -------------------------- --------------------------------------------------------------------------------------------- 5 4.72 49.93- FRAME WEIGHT (EXCLUDING CONNECTIONS, CLIPS AND FLANGE BRACES) IS 932. LB �r^ F.IsGE BRACE REPORT • NCI Building Systems, L.P. PAGE NO. - 1 JOB93448LMC 30 X 40(2@20) X 14 20/12/80 'C' UBC 97 DATE 07/25/2003 Locate Flange Bracing Option: OFF ----------------------------------------=----------------------------------------------------------------------------- COLUMN 1 - 2 GIRTS LOCATED AT 7.33FT BRACED AT X RAFTER 2 - 3 PURLINS LOCATED AT 4.68FT 9.69FT 13.37FT '14.72FT BRACED AT X. X RAFTER 4 - 3 PURLINS LOCATED AT '4.68FT 9.69FT 13.37FT. 14.72FT BRACED AT X X COLUMN 5 - 4 GIRTS LOCATED AT 7.33FT BRACED AT X Design Thk.: 16 ga= 0.059, . ga= 0.065, 14 ga= 0.070, 1-4= 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 *** PURLIN DESIGN *** JOB NUMBER 3448UBC ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :2@20.00 INSET LEFT (FEET) .667 INSET RIGHT (FEET) .667 PURLIN EXTN LEFT (FT.): ..00000 PURLIN EXTN RIGHT (FT.) .00000 ROOF SLOPE :1.000/12 HORIZONTAL SPACING (FT.): 5:00000 PURLIN DEPTH (INCH) : 8.00 TOP FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** DEAD LOAD (PSF) 2.00 LIVE LOAD (PSF): 20.00 WIND VELOCITY PRESSURE (q): 17.370 PSF SPECIAL WIND COEFF.: -1.00 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.035 MAX. SHEAR OR BENDING UNITY CHECK :1.035 MAX. DEFLECTION LIMIT PER SPAN L/150: *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP WIND DL + WL DL + LL # ---- LENGTH -------- LEFT ------ SECTION ------- RIGHT ------- COEF (KLF) (KLF) 1 , .6667 .0000 8216 .0000 ------- -1.0000 ------- -.0772 ------- .1096 2 19.3333 .0000 8Z16 .3125 -1.0000 -.0772 .1096 3 19.3333 .3125 8Z16 .009,0 -1.0000 -.0772 .1096 4 .6667 .0000 8216 .0000 -1.0000 -.0772 .1096 z 12 • INSIDE BRACES 1@.6667 1@19.3333 1@19.3333 1@.6667 13 *** FLANGE BRACE INFORMATION *** SPAN NOLENGTH OUTSIDE SPAN NO (FT.) BRACES 1 .667 1@.6667 2 19.333 20@1.000.0 3. 19.333 20@1.0000 4 .667 1@.6667 • INSIDE BRACES 1@.6667 1@19.3333 1@19.3333 1@.6667 13 ** PURLIN DESIGN *** JOB NAME: 3448UBC PAGE 2 14 LOADING COMBINATION -- DL+LL -------------------- SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! U ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .00! .00 .00 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00. :00! 1! FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00., .00! !RS! --------------------------------------------------------------------------------- -.02! -.07! 4.97 2.28 ! .03 .00 .00! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES .! UNITY CHECKS ! DEFL ! #! ------------------------- K -FT!' KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- -.02! .96! : 4.97 2.28 ! .42 .00 .18!. !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 4.18! .00! 4.97 2.28 ! .00 .84 .84! 200 !RL! -1.59! -1.12!. 4.97 2.28 ! .49 .32 .34! !RS! ------------------------------------------------------------------------------- -1.94! -1.16! 9.94 4.57 ! .25 .20 .10! SP!LO!MOMENT! SHEAR!. ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -1.94! 1.16! 9.94 4.57 ! .25 .20' .10! !LL! -1.59! 1.12! 4.97 2:28 ! .49 .32 .34! 3!FM! 4.18! .00! 4.97 2.28 ! .00 .84 .84! 200 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- -.02! -.96! 4.97 2.28 ! .42. .00 .18! .SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- r !LS! -.02! -..07! 4.972.28 ! .03 .00 .00! !LL! .00! ..00! .00 .00 ! .00 .00 .001 4!FM! .00! :00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ..0.0! .00! .00 .00 ! .00 .00 .00! ''Q ** PURLIN DESIGN.,*** JOB NAME: 3448UBC PAGE 3 15 LOADING COMBINATION -- DL+WL ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES, ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) I SHEAR BEND COMB! -L/-. !LS! .00! .00! .00 .00 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00. .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -------------- .02! .05! ---------------------------------------------------------------- 6.63 3.05 ! .02 .00, .00! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS. ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! '.02! -.61! 6.63 3.05 ! .20 .00 .04! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -2.42! .00! .3.31 3.05 ! .00 .73 .00! 386 !RL! 2.32! .86! 6.63 3.05 ! .28 .35 .20! !RS! ------------------------------------------------------------------------------- 2.59! .88! 13.25 6.09 ! .19 .20 .08! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 2.59! -.88! 13.25 6.09 ! .19 .20* .081 !LL! 2.32! -.86! 6.63 3.05 ! .28 .35 .201 3!FM! -2.42! .00! 3.31 3.05 ! .00 .73 .00! 386 !RL! ..00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- .02! .61! 6.63 3.05 ! .20 .00 .04! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .02! -.05! 6.63 3.05 ! .02 .00 .00! !LL! .00! 1.00! .00 .00 ! .00 .00 .00! 4!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .00! .00 .00 ! .00 .00 .00! 0 Design Thk.: 16 ga= 0.059, ga='0.065, 14 ga= 0.070, 1 = 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 *** EAVE STRUT,DESIGN *** JOB NUMBER 3448UBC ( ANALYSIS ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :2@20.00 BAY SPACING (FEET) . INSET LEFT (FEET) - . .6670 EAVE EXTN LEFT (FT.) . -.0000 ROOF SLOPE .:1.000/12 (KLF) _ EAVE STRUT DEPTH (INCH) : 8.00 . TOP FLANGE.BRACED AT 1.00 FEET *** DESIGN CRITERIA *** INSET RIGHT (FEET ) . .6670 EAVE EXTN RIGHT (FT.) .0000 HORIZONTAL SPACING (FT.) 2.5000 DEAD LOAD (PSF) : 2.000 LIVE LOAD (PSF):20.000 WIND VELOCITY PRESSURE (q): 17.370 PSF . SPECIAL WIND COEFF.:-1.300 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.030 MAX. SHEAR OR BENDING UNITY CHECK :1.030 MAX. DEFLECTION LIMIT PER SPAN L/100. SPAN LENGTH_. SECTION AREA MOMENT WIND DL + WL DL + LL ---- -FT- ------- NAME ------- IN.SQ. ------- INERTIA ------- COEF ------- (KLF) _ (KLF) 1 - .67 8ES14 1.256 12.92 -1.3000 ------- -.0517 ------- .0548 2 19.33 8ES14 1.256* 12.92 -1.3000 -.0517 .0548 3 19.33 8ES14 1.256 12.92 -1.3000 -.0517 .0548 4 .67 8ES14 1.256 12.92 -1.3000 -.0517 .0548 e 16 ***IWAVE STRUT DESIGN *** JOB NAME: 3448UBC. PAGE 2 17 **** DEAD + LIVE LOAD ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT!' KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB!.-L/- US! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00. .00! -161 RS! ------------------------------------------------------------------------------- -.01! .04! 6.96. 3.58 ! .01 .00 .01! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ---------------=--------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/-. !LS!. -.01! .53! 6.96 3.58 ! .15' .00 .15! 2!FM! 2.55! .00! .6.95 3.58 ! .00 .37 .37!'-514 RS! ------------------------------------------------------------------------------- .00! -.53! 6.96 3.58 ! :15 .00 .15! SP!LO!MOMENT! SHEAR! • ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB!' -L/- .00! ------------------------------------------------------------ .53! 6.96 3.58 ! .15 .00 .15! ,!LS! 3!FM! 2.55! .00! 6.95. 3.58 ! .00 .37 .37! -514 RS! ------------------------------------------------------------------------------- -.01! -.53! 6.96 3.58 ! .15 .00 .15! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! --------------------------------------------------------=---------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !'LS! -.01! -.04! 6.96 3.58 ! .01 .00 .01! 4!FM! .00! .00! ..00 .00 ! .00 .00 .00! -161 RS! .001 .00! .00 -.00 ! .00 .00 .00! '�z **IfEAVE STRUT DESIGN 18 JOB NAME: 3448UBC PAGE 3 **** DEAD + WIND LOAD **** ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00. .00! 171 RS! ------------------------------------------------------------------------------- .01! -.03! 9.28 . 4.77 ! .01 .00 .01! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! U --------------- K -FT! KIP. ! ; MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- .01! -.50! 9.28 4.77 ! .14 .00 .14! 2!FM! -2.41! .00! 3.73 4.77 ! .00 .65 .65! 546 RS! -------------------------------------------------------------------------------- , .00! .50! 9.28 4.77 ! .14 .00 .14! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES. ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va)' ! SHEAR BEND COMB! -L/- !LS! .00! -.50! 9.28 4.77 ! .14 .00 .14! 3!FM! -2.41! .00! 3.73 4.77 ! .00 .65 .65! 546 RS! ------------------------------------------------------------------------------- .01! .50! 9.28 4.77 ! .14 .00 .14! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! - ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .01! .03! 9.28 4.77 ! .01 .00 .01! 4!FM! .00!. .00! .00 .00 ! .00 .00 .00! 171 RS! .00! .00!' .00 .00 ! .00 .00 .00! '�z Design Thk.: 16 ga= 0.059, ga= 0.065, 14 ga= 0.070, 1 a= 0.085, 12.ga= 0.10. MIDWEST METALLIC PAGE 1 ** GIRT DESIGN *** *** FRONT.SIDEWALL *** JOB NUMBER 3448UBC ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :2@20.00 INSET LEFT (FEET) .6667. INSET RIGHT (FEET) - ROOF SLOPE 1.00/12 MAX. TRIBUTARY SPACING (FT.) GIRT DEPTH (INCH) : 8.00 GIRT CONDITION OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -17.37 PSF WIND LOAD PRESSURE COEFF..: ..90 WIND LOAD SUCTION COEFF. ,MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.03 MAX. SHEAR OR BENDING UNITY CHECK : 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/ 90. SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING TRIB SPA. COEF COEF (KLF) (KLF) 1 .19.3333 . 6.6667 .9000 -.9000 .1042 -.1042 2 19.3333 6.6667 .9000 -.9000 .1042 -.1042 *** LOADING COMBINATION *** 1. WLP 2. WLS GIRTS.ARE CONNECTED USING LONG CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # ---- LENGTH -------- LEFT SECTION RIGHT 1 18.7292 ------ .0000 ----- -- 8Z16 ------ .0000 2 18.7292 .0000 8Z16 .0000 .6667 : 6.6667 :FLUSH .m 19 11 20 .FLANGE BRACE INFORMATION *** SPAN NOLENGTH OUTSIDE INSIDE SPAN NO (FT.) BRACES BRACES 1 18.729. 20@1.0000 1@20.0000 2 18.729 20@1.0000 1@20.0000 11 20 ** GIRT DESIGN *** JOB NAME:'3448UBC ** FRONT SIDEWALL *** 21 PAGE 2 LOADING COMBINATION -- WLP ' ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! IALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! ------------------------------------------------------------------------------- KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .85! 6.63 3.05 ! .28 .00. .08! !LL! .00! .00! .00 .00 ! .00 .00 .00! . 1!FM! 3.43! .00! 6.63 3.05 ! .00 .52 .52! .263 . !RL! .00! .00! .00 .00 ! .00 .00 .001 !RS! -2.45! ------------------------------------------------------------------------------- -.1.11! 6.63 3.05 ! .36 .37 .27! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! ------------------------------------------------------------------------------- KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -2.45! 1.11! 6.63 3.05 ! .36 .37 .27! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 3.43! :00! 6.63 3.05 ! .00 .52 .52! 263 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -..85! 6.63 3.05 ! .28 .00 .08! ** GIRT DESIGN *** JOB NAME: 3448UBC ** FRONT *SIDEWALL *** PAGE 3 ZZ LOADING COMBINATION -- WLS -------------- SP!LO!MOMENT! ----------------------------------------------------------------- SHEAR! ALLOWABLE. FORCES ! UNITY CHECKS ! DEFL !' #! K -FT! -------------------------------- KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.85! ----------------------------------------------- 6.63 3.05. ! .28 .00. .08! !LL! .00! .00!1 .00 .00 ! .00 .00 .00! 1!FM! -3.43! .00!• 3.31 3.05 ! .00 1.03 .00! .263 !RL!. .00! .00! .00 .00 ! .00 .00 .00! !RS! 2.45! ---------------=--------------------------------------------------------------- 1.11! 6.63 3.05 ! .36 .37 .27! SP!LO!MOMENTP SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! ------------------------------------------------------------------------------- KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 2.45! -1.11!. 6.63 3.05 ! .36 .37 .27! .!LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -3.43! .00! 3.31 3.05 ! .00 1.03 .00! 263 !RL!. .00! .00! .00 .00 ! .00 .00 .00! !RS! .0'0! .85! 6.63 3.05 ! .28 .00 .08! Design.Thk.: 16 ga= 0.059, ga= 0.065, 14 ga= 0.070, l a= 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 *** GIRT DESIGN *** *** LEFT ENDWALL *** JOB NUMBER 3448UBC ( OPTIMIZE SHORT ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) : 8.000,14.000,8.000 INSET LEFT.(FEET) .8438 INSET RIGHT (FEET) .8438 ROOF SLOPE .00/12 MAX. TRIBUTARY SPACING (FT.) 5.6458 GIRT DEPTH (INCH).•. 8.00 GIRT CONDITION :FLUSH OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -17.37 PSF WIND LOAD PRESSURE COEFF. .90 WIND LOAD SUCTION COEFF. .90 MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.03 MAX. SHEAR OR BENDING UNITY CHECK : 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/ 90. SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING TRIB SPA COEF COEF (KLF) (KLF) 1 7.1563 5.6458 .9000 -.9000 .0883 -.0883 2' 14.0000 5.6458 .9000 -.9000 .0883 -.0883 3 7.1563. 5.6458`. .9000 -.9000 .0883 -.0883 *** LOADING COMBINATION *** 1. WLP 2. WLS GIRTS ARE CONNECTED USING SHORT CLIP. *** CRITICAL ROW SUMMARY SPAN ANALYSIS LAP SIZE OF LAP # ---- LENGTH -------- LEFT SECTION RIGHT 1 6.6146 ------ .0000 ------- 8Z16 ------ .0000 2 13.4583 .0000 8216 .0000 3 6.6146 .0000 8Z16 .0000 23 24 *** FLANGE BRACE INFORMATION *** SPAN NOLENGTH OUTSIDE INSIDE SPAN NO (FT.) BRACES BRACES 1 6.615 8@1.0000 1@8.0000 2 13.458 14@1.0000 1@14.0000 3 6.615 8@1.0000 1@8.0000 24 ** JOB NAME: 3448UBC. LOADING`COMBINATION -- WLP GIRT DESIGN *** LEFT ENDWALL *** PAGE 2 25 ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) 'SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .29! 6.63 3.05 ! .10 .00 .01! !LL! .00! .00!. .00 .00 ! .00 .00 .00! 1!FM! .48! .00! 6.63 3.05 ! .00 .07 .07! 4779 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! --------------- .00! -.29! --------------------------------------------------------------- 6.63 3.05. !. .10 .00 .011 SP!LO!-MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00? .59! 6.63 3.05 ! .20 .00 .04! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 2.00! .00! 6.63 3.05 ! .00 .30 .30! 567 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -7 ----------------------------------------------------------------------------- .00! -.59! 6.63 3.05 ! .20 .00 .04! SP.!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .29! --------------------------------------------- 6.63 .3.05 ! .10 .00 .01! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! .48!. .00! .6.63 3.05 ! .00 .07 .07! 4779 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.29! 6.63 3.05 ! .10 .00 .01! 26 ** GIRT DESIGN *** *.* LEFT ENDWALL *** JOB NAME: 3448UBC PAGE 3 LOADING COMBINATION -- WLS ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT.! KIP ! . MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.29! 6.63 3.05 ! .10 .00. .01! -!LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! -.48! .00! 3.31 3.05 ! .00 .15 .00! 4779 .!RL! '.00! .00! .00 .00 ! .00 .00 .00! !RS! --------------- .00! . .29! --------------------------------------------------------------- 6.63 3.05 ! .10 .00 .011' SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND . COMB! -L/- !LS! .00! -.59! 6.63 3.05 ! .20 .00 .04! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -2.00! .00! 3.31 3.05 ! .00 .60 .00! 567 .!RL! .00! .00!. .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- .00! ..59! 6.63 3.05 ! .20 .00 .04! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES - ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.29! 6.63 3.05 ! .10 .00 .01! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM!. -.48! .00! 3.31 3.05 ! .00 .15 .00! 4779 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .29! 6.63 3.05 ! .10 .00 .01! 26 Design Thk.: 16 ga= 0.059, 15 ga= 0.065, ga— 0.070, 13 ga= 0.085, 12 ga= 0.10 MIDWEST LIC rrr COLUMN XFGN rrr 27 rrr LEFT ENDWALL *•• JOB NUMBER : 3448UBC ; ( ANALYSIS ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) 8.000,14.000,8.000 BAY SPACING (FEET) FS EAVE HEIGHT (FEET) 14.00 BS EAVE HEIGHT (FEET) 14.00 FS TO RIDGE (FEET) 15.000 FS ROOF SLOPE 12 1.00 END FRAME (BF,MF). BF GIRT CONDITION FLUSH PURLIN DEPTH (INCHES) 8.00 RAFTER DEPTH (INCHES) 8.000 ENDWALL BRACING TYPE C # BAYS '1 LOCATION :B •*• DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): 17.37 PSF BUILDING COND. (E,P,O): E COLUMN DEFLECTION LIMIT L/ 90. SPCL.EW COL.PRES.COEF.: .900 SPCL.EW COL.SUCTION COEF. -.900 SHEAR + BENDING LIMIT 1.03 SHEAR OR BENDING LIMIT 1.03 *•* LOADING COMBINATIONS *•• 1.DL+LL ' 2.DL+WLP 3.DL+WLS ••• DESIGN RESULTS AND WIND LOADING *** COL SECTION, ANAL. TRIG. MIDSPAN PRESSURE SUCTION PRESSURE SUCTION # SIZE LENGTH SPACING HEIGHT COEF. COEF. (KLF) ----------- ------ -------------- -------- (KLF) ------- -------- 1 8X3.5C16 13.392 4.000 14.167 .900 -.900 .063 ------- -.063 2 8X3.5C14 13.977 11.000 14.792 .900 -.900 .172 -.172 3 8X3.5C14 13.977 11.000 _ 14.792 .900, -.900 .172 -.172 4 8X3.5C16 13.392 4.000 ..14.167 .900 -.900 .063 -.063 7 ***. COLUMN N *** . **a LEFT L +►+ .' JOB NAME: 3448UBC PAGE 2 *** COLUMN NUMBER ,1 SIZE 8X3.5C16 ,*!* G1 (FEET) 7.292 28 I I AXIAL BENDING I<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX LOADI 1 FORCE MOMENT I AXIAL MOMENT, MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK 1 L/ ----I----I--------------- I ------- ------ ------ ----- I ----- ----- ------ ------- 1 1 FM 1 .60 .20 1. 9.46 4.84 4.32 2.141 .06 .04 .05 I .11 1 0 1 1 G1 1 .60 .11 1 8.09 4.84 4.06 2.141 .07. .02 .03 1 .10 1 2 1 FM 1 -.51 -1.57 1 42.79 6.45 5.76 2.861 -.01 .24 .27 1 .29 1**** 2 1 G1 1 -.51 -1.57 1 42.79 6:45 5.41 2.861 -.01' .24 .29 1 .30 1 3 1 FM 1 -.51 1.30 1 42.79 6.45 5.76 2.861 -.01 .20 .23 1 .21 11011 3 1 G1 1 -.51 1.30 1 42.79 6.45 5.41 2.861 -.01 .20 .24 1 .23 1 *** COLUMN NUMBER 2 SIZE : 8X3.5C14 *** G1 (FEET) = 7.292 I I AXIAL BENDING 1<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER 1'UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips (AXIAL FLGE. FLGE..j CHECK 1 L/ ----1----I------- --------1------- ------ ------ -----I----- 1 1 FM 1 2.85 .95 1 12.24 6.39 5.68 3.581 .23 .15 .17 1 .40 1 0 1 1 G1 1 2.85 .50 1 10.51 6.39 5.35 3.581 .27 .08 .09 1 .36 1 2 1 FM 1 -2.44 -5.01 1 50.77 8.52 7.58 4.771 -.05 .59 .66'1 .71 1-382 2 1 G1 1 -2.44 -5.01 1 50.77 8.52 7.13 4.771 -.05 .59 .70 1 .75 1 3 1 FM 1' -2.44 3.77 1 50.77 8.52 7.58 4.771 -.05 .44 .50 1 ..45 1 382 3. 1 G1 1 72.44 3.77 1 50.77 . 8.52 7.13 4.771, -.05 .44 .53 1 .48 1 *** COLUMN NUMBER 3 SIZE : 8X3.5C14 *** .G1 (FEET) = 7.292 I I AXIAL BENDING•(<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I' kips kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK I L/ • - ---I ---- I ------- -------- I ------- ------ ----------- I ----- ----- ------I-------I---- 1 1 FM 1 2.85 .95 1 12.24 6.39 , 5.68 3.581 .23 .15 .17 1 .40 1 0 1 1 G1 1 2.85 .50 1 10.51 6.39 5.35 3.581 .27 .08 .09 1 .36 1 2 1 FM 1 -2.44 -5.01 1 50.77 8.52 7.58 4.771 -.05 .59 .66 1 .71 1-382 2 1 G1 1 -2.44 -5.01 1 50.77 8.52 7.13 4.771 -.05 .59 .70 1 .75 1 3 I FM I -2.44 3.77 1 50.77 8.52 7.58 4.771 -.05 .44 .50 1 .45 1 382 . 3 1 G1 1 -2.44 3.77 1 50.77 8.52 7.13 4.771 -.05 .44 .53 1 .48 1 _r ••r COLUMN aaa • LEFT L sa♦ . JOB NAME: 3448UBC PAGE 3 aaa COLUMN NUMBER 4 SIZE : 8X3.5C16 aai G1 (FEET) = 7.292 - 29 I I AXIAL BENDING 1<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX LOADI I FORCE MOMENT 1 AXIAL MOMENT MOMENT SHEAR I OUTER INNER 1 UNITY 1 DEF COMBILOC I kips kip -ft 1 kips' kip -ft kip -ft kips 1AXIAL FLGE. FLGE. I CHECK I L/ I---- I ------- --------I------- ------ ----------- I ----- ----- ------ ------- 1 1 FM 1 .60 .20 1 .9.46 4.84 4.32 2.141 .06 .04 .05 I .11 I 0 1 I G1 1 .60 .11 1 8.09 4.84 4.06 2.141 .07 .02 .03 1 .10 1 2 1 FM 1 -.51 -1.57 1 42.79 6.45 5.76 2.861 -.01 .24 .27 1 •29 lass* 2 1 G1 1 -.51 -1.57 1 42.79 6.45 5.41. 2.861 -.01 .24 .29 1 .30 1 3 ) FM I -.51 1.30 1 42.79 6.45 5.76 2.861 -.01' .20 .23 1 .21 11011 3 1 G1 1 -.51 1.30 1 42.79 6.45 5.41 2.861 -.01 .20 .24 1 .23 1 Design Thk.: 16 ga= 0.059, ga= 0.065, 14 ga= 0.070, 13= 0.085, 12 ga= 0.10 MIDWEST METALLIC 0. PAGE 1 *** ENDWALL DESIGN *** 30 *** LEFT ENDWALL *** *** ENDWALL RAFTER *** JOB NUMBER 3448UBC ( ANALYSIS ONLY ) ** .GEOMETRIC DATA ***. ENDWALL COLUMN SPACING: 8.000,.14.000,8.000 ENDWALL COLUMN SPACING: ENDBAY (FEET) :20.0000 PURLIN EXTN. (FEET) .0000 FRONT SIDE CANOPY (FT): .0000 BACK SIDE CANOPY (FT) .0000 FRONT SIDE ROOF SLOPE : 1.00/12 BACK SIDE ROOF SLOPE 1.00/12 PURLIN SPACING (FEET) : 5.017 *** DESIGN CRITERIA *** DEAD LOAD (PSF) 3.000 LIVE LOAD (PSF) 20.000 WIND VELOCITY PRESS(q): 17.370 PSF BUILDING CONDITION (E,P,O): E SPCL. GCp @ ENDBAY/2 . -1.300 SPCL. GCp @ OVERHANG . -1.300 SHEAR OR BENDING LIMIT: 1.035 RAFTER DEFLECTION LIMIT : L/150. *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** LOADING *** ANALYSIS SPAN LENGTH ENDBAY/2 ------ OH -------- 1.0035 -------- 10.0000 1 7.0243 10.0000 2 14.0485 10.0000 3 7.0243 10.0000 OH 1.0035 10.0000 *** DESIGN RESULTS *** MEM SIZE LENGTH ------- -------- 1 8X3.5C16 14.0485 2 8X3.5C16 14.0485 GCp PURLIN GCpX DL+WL DL+LL COEF. ------- EXTN. ------ COEF. ------- (KLF) ------- (KLF) -1.3000 .0000 -1.3000 -.1959 ------- .2292 -1.3000 ..0000 -1.3000 -.1959 .2292 -1.3000, .0000 -1.3000 -.1959 .2292 -1.3000 .0000 -1.3000 -.1959 .2292 -1.3000 .0000 -1.3000 -.1959 .2292 ** RAFTER DESIGN *** ** LEFT..ENDWALL *** JOB NAME: 3448UBC PAGE 2 31 LOADING COMBINATION -- DL+LL ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! A. K -FT! KIP ! . MOMENT SHEAR ! SHEAR BEND ! -L/- --------------------=--------------------------------------------------------- 1 ! 1 !**! -.12! .37! 4.87! 2.28! .16! .02! .. ! 1 !FM! .18! .00! 4.72! 2.28! .00! .04! 4864 !'1 !RS! -3.17! -1.24! 4.87! 2.28! .54! 1.65! ! 2 !LS!. -3.17! 1.61! 4.87! 2.28! .70! .65! ! 2 !**! -2..49! ..00! 4.87! 2.28! .00! .51! ---------------=-------------------------------------------------------------- MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! m MOMENT SHEAR ! SHEAR BEND ! -L/- ----------------------- ! 2 !**! 2.49!. .00!, 4.87! 2.28! .00! .51! 723 ! 2 !RS! -3.17! -1.61! 4.87! 2.28! .70! .65! ! 3 !LS! -3.17! 1.24! 4.87! 2.28!. .54! .65! ! 3 !FM! .18! .00!''.4.72! 2.28! .00! .04! 4864 ! 3 !**! .12! -.37! 4.87! 2.28! .16! .02! -T.e, * RAFTER DESIGNAv *** JOB NAME:'3448UBC * LEFT ENDWALL *** • PAGE 3. 32 .LOADING COMBINATION -- DL+WL ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! !' K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- 1 ! 1 !**! .10! .-.32!. 6.49! 3.05! .14! .02! ----- ! 1 !FM! -.16! .00! 6.49! 3.05! .00! .02! 5685 !_1 !RS! 2.71! 1.06! 6.49! 3.05! .46! .42! ! 2 !LS! 2.71! -1.38! 6.49! 3.05! .60! .42! ! 2 !**! 2.13! -------------- - .00! 6.49! 3.05! .00! .33!- 33!---------------=--------------------------------------------------- MEM!SPN!LO!MOMENT! MEM!SPN!LO!MOMENT! SHEAR! --------------------------------------------------- ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! - -------------------------------------------------------------------------------- KIP ! MOMENT SHEAR ! . SHEAR BEND ! -L/- 2 ! 2 !**! -2.13! .00! 6.49! 3.05! .00! .33! 849 ! 2 !RS! 2.71! 1.38! 6.49! 3.05! .60! .42! ! 3 !LS! 2.71! -1.06! 6.49! 3.05! .46! .42! ! 3•!FM! -.16! .00! 6.49! 3.05! .00! .02! 5685 ! 3 !**! -.10! .32! 6.49! 3.05! .14! .02! -T.e, MIDWEST ALLIC _' PAGE 1 rsl BRACING GN rrr JOB NUMBER : 3448UBC 33 J (FULL OPTIMIZATION) *`* GEOMETRIC DATA ,rrr BAY SPACING (FEET) 2@20.00.. BRACED TIER SPACES (FT) 8.000,14.00,8.000 FRONT EAVE HEIGHT (FEET): 14.0000 BACK EAVE HEIGHT (FEET) 14.0000 FRONT SIDE.ROOF SLOPE 1.0000/12. FRONT SIDE TO RIDGE 15.0000 as* BRACING DATA rrr RF BRACING TYPE CABLE # BAYS 1 LOCATION 2 FS BRACING TYPE CABLE # BAYS 1 LOCATION 2 BS BRACING TYPE CABLE # BAYS 1 LOCATION 2 LE BRACING TYPE CABLE # BAYS 1 LOCATION B RE BRACING TYPE CABLE # BAYS :' 1 LOCATION B rrs DESIGN CRITERIA rrs WIND VELOCITY PRESS (q) 17.3700 PSF EDGE STRIP WIDTH (FEET) 20.000 INTERIOR COEFFICIENT,GCpR: 1.3000 EDGE STRIP COEFFICIENT,GCpX 1.3000 MAXIMUM UNITY CHECK RATIO: 1.0345 MAX. HORIZONTAL DEFLECTION .0000 ' rar LOADING COMBINATIONS *aa 1. WIND LOAD BRACESIGN ••• JOB NUMBER 3448UBC **• R00 CING •'• PAGE 2 • (FRONT BACK SIDE) 34 •rs BRACING RESULTS •*• ------------------------------------------------------------------------------- ITIER I TIER I C. B R A C I N G— S I Z E/ T E N S I 0 N 1 1 NO. I SPACING I BAY #2 1 BAY #0 1 BAY #0 I BAY #0 1 ' BAY #0 I ---------------------------------------- I 1 I 8.0000 11/4" DIA --------------------------------------- I' (FS) •1 i 1.98 --------------------------------------------- 1 2 1 14.0000 11/4" DIA ) ---------------------------------- I I .00 ------------------------------------------------------------------------------- 1 3 F 8.0000 1 1/4" DIA I 1(BS) 1 I 1.98 ------------------------------------------------------------------------------- 1' ------------------------------------------------------------------------------- I COL I P 1 S T R U T S- T Y P E / F O R C E ) 1 # 1 FORCE ' I BAY #2 ------------------------------------------------------------------------------- 1 BAY #0 ) BAY #0 1 BAY #0 1 BAY #0 1 I FS I .6398 I STANDARD I LEAVE 1 1 2.48 1 ---------------------------------------------- 2 I 1.8371 1 CL - 1 1 -------------------------------- F I 1.84 ) - ----------------------------------------------=-------------------------------- 1 3 1 1.8371 1 CL - 1 1 I 1 1 1.84 1 -=--------=-------------------------------------------------------------------- 1 BS I .6398 I STANDARD 1 IEAVE I 1 2.48 ------------------------------------------------------------------------------- 1 ' aaa BRACESIGN r�r JOB NUMBER : 3448UBC •i* WALLLOCING ..*aa '. PAGE 3 35 aar FRONTSIDE saa ------------------------------------------------------------------------------- I I TIER 1 'C' B R A C I N G— S I Z E/ T E N S I 0 N 1 IWALL I SPACING I BAY #2 I BAY #0 1 BAY #0 I BAY #0 1 BAY #0 1 ----------------------------------- I FS 1 14.0000 1 1/4" DIA 1 . --------------------------------------------- I I ------------------------------------------------------------------------------- I 2.94 1 •ra BACKSIDE asw ------------------------------------------------------------------------------- 1 I TIER 1 'C' B R A C I N G— S I Z E/ T E N S 10 N 1 (WALL I SPACING ------------------------------------------------------------------------------- I BAY #2 1 BAY #0 1 BAY #0 1 BAY #0 1 BAY #0 1 I BS 1 14.0000 1 1/4" DIA 1 . 1 I ------------ ------------------------------------------------ I 2.94 ------------------- aaa LEFT ENDWALL aaa ------------------------------------------------------------------------------- I I TIER I 'C' B R A C I N G— S I Z E/ T E N S I 0 N I 'IWALL I SPACING ------------------------------------------------------------------------------- I . BAY #2 1 BAY #0 1 BAY #0 1 BAY #0 1 BAY #0 1 I LE 1 11.7766 1 1/4" DIA I . 1 ------------------------------------------------------------------------------- 1 2.07 1 *a* RIGHT ENDWALL *'* ------------------------------------------------------------------------------- I I TIER I 'C' • B R A C I N G— S I Z E / T E N S 10 N1 IWALL I SPACING ----------------------------------------- I BAY #2 1 BAY.#0 I w BAY #0 1 BAY #0 1 BAY #0 1 . . RE 1 11.7766 1 1/4" DIA I 1 ------------------------------------------------------------------------------- 1 2.07 ;/ •' =�� r�! 1 1;�� r..�rt. 1 ES 1 INGaL�BORATO�/Y 3Fr.. UTsu,n0 goal - 1 \ iSJ LAKE A'IZNt:Z NCZ;ri, JAC:CS_H'.TLLE. FL ORMA '••'••' \i :� A% w NVTCat 1.ocs� 7eM To XWTa. twc PU'SUc AMI Ze7la M.V=. AtJ- L •� - l 81:7v:rrn As r.ar Z.rT cr CL:LNT7, wH-Z wv-)•v .f 1:10.1 • p�1�a L^,• r.:A rJ stlrl.:cx o/ :4s��tT.. ca wLu sOt.a �a CS771.:- ncM a� 11�=" Cz 0Q!I 11'7x:7 .a ).--2=4= 7t•.=l..z oma WAIT ZIl irrr-JY.` COO E rL0-L%C ..EHS 5Z 1D ��E::.30LT t:i:�: �._s�_-= Cat. No. -oar sice Breaking .`•trez-.`i ` t � We 25.0 BA 11411•' l j211 6,55 FWC 31Z SA" ' 5%15" 5j8" 11200 BWC 375 3A ' 3jS" Sla '15,400 ISM F'iC 437 EA • . 711.6" 314" 20 EGO Fv;C S00 EA 11211 '. •7/6" 25 , 4G0 Tz�ts care co .ducted usin3 the Fla-L6c StCa:d Grips, r C E S stra:.d -nd Frc efz73aIts.as sat farth in the .o5cve table with all tested • _ssa_blies F:cv d':ng at least 1007•aE� the strand rated bra_kiz3 Iazd ; per 1'STIX-A475. ��kS `:�t:itc,;�E :<j✓ - •' CertiElea 'PITTSaUrGci iTSTING FS. v _ ,_ 3 t{a. 2 6 7 7 3 r' /�1 ' s "' x "- • Charles L. Y.care, P . E. SixTE OF �— �Cjd,' Resta•- G ' *:hlC guarantees that all cress brace assemblies fabricated in ' accardance -ith. t'he ab•:•:e tavlc will acet pr e:ccEed the specified .minimum assembly brczkinS strength. Revlslnn ()ale: Au.Itssl 12, 199n Flle: c:%engrfornj%seclion properlles of ceesll.doc ,•- B NOTES: Section properties and allowables are computed In accordance with Phe - L 1 1.986 edition of the AISI specifications tvilh 1989 addendum. and Irare for deflection delerminalion oit x - x _ • S. and Sr are for bending R 1875 Fy=57.0 KSI • IFu = 70.01<SI Y GENWALVATA, PROPC Secllon Name DIMENSIONAL PROPERTIES ALLOWABLES AXIS X -X AXIS Y•Y D x 8 Thick Weight Area Lip M. V. I. S.. R. it Sr. Rt n Gage In Ib / it Int in fl - k (kips) in' In' in On') In' In B x 2.5 C18 8 x 2.5 16 0,059 2.996 0.822 0.773 4.744 2.332 7.791 1.668 3.078 0.675 0.335 0.906 B x 2.5 C15 8 x 2.5 15 '19.065 3.080 0.908 0,788 5.415 3.124 8.566 1.904 3.075 0.743 0.375 0.906 8 x 2.5 C14 8 x 2.5 14 0.070 3,317 0.976 0.800 5.827 3.907 9,210 2.049 3.072 0.800 ' 0.408 0.906 B x 2.5 C13 8 x 2.5 13 0,085 4.028 1.185 0,836 7.683 7.023 11.126 2,701 3.065. 0.970 0.511 0.905 8 x 2.5 C12 8 x 2.5 12 0.105 076 1.463 0.885 9,705 12.661 13.649 3.412 3.054 1.196 0.649 0.904 10 x 2.5 CIO 10 x 2.5 16 0,059 3,197 0.940 0,773 -5.863 1.842 13.256 2.061 3.755 0,719 0.336 0:875 10 x 2.5 C 15 10 x 2.5 15 0.065 3.522 1.036 0.788 6,830 2.466 14.582 2.401 .3.752 0.792 0.376 0.874 W x 2.5 C14 10 x 2.5 14 0.070 3,793 1.116 0.800 7.608 3.083 15.685 2.675 3,750 0,853 0.410 0.874 10 x 2.5 C13 10 x 2.5 13 0.085 4.606 1.355 0.838 10.489 5.538 18,973 3.688 3,742 1.035 0.513 0.874 10 x 2.5 C12 10 x 2.5 12 0.105 5.690 1.673 0.885 13,263 10,483 23.316 4.663 3.733 1.277 b.654 0.874 12 x 2.5 CIO 12 x 2.5 16 0,059 3.598 1.058 0,773 6.997 1,522 20.601 2.460 4.412. 0.754 0.337 0.844 12 x 2.5 C15 12 x 2.5 15 0,065 3.964 1.166 0.788 8,119 2.037 22.670 2.855 4.410 0.830 0,377 0,844 12 x 2.5 C14 12 x 2.5 14 0.070 4.269. 1.256 0,800. 9,014 2.546 ' 24.391 3.169 4,407 0.894 0,411 0.844 12 x 2.5 C13 12 x 2.5• 13 0.085 • 5.184 1.525 0.836 13.385 4.571 29.529 4.706 4.401 1.085 0,515 0.844 12 x 2.5 C12 12 x.2.5 12 0.105 6.404 1.883 0.885 17.222 8.646 36,329 6.055 4.392 1.340 0.657 0,843 Revlslnn ()ale: Au.Itssl 12, 199n Flle: c:%engrfornj%seclion properlles of ceesll.doc Section properties and allowables are computed In accordance with I ie . 1986 edition of the AISI specl(lcalldns with 1989 addendum. • . I. and 1, are for deflection determination S, and Sy are for bending :Fy=57.0 KSI ; • Fu =,10.0 KSI Section Flame DIMENSIONAL PROPERTIES ALLOWABLES AXIS X -X AXIS Y•Y 0 x B n Gage Thick on) Weight. Ih:J If Area 0 Lip (int M, fl - k V, (kips) I. (inq S„ ins R. n(in') it Sr, ins Rr In • 14 x 2.5 C18 14 x 2.5 16 0.059 4.000 1.176.. 0.773 8.144 1.296 30.063 2.863 5.055 0.781 0.337 0.815 14 x 2.5 C15 14 x 2.5 15 0}065 4.406.- 1.296 0.788 9.427 1.735. 33.089 3.314 5.053 0.861 0.378 0.815 14 x 2.5 C14 14 x 2.5 14 0.070 4.745 1.396 0.800 10.444 2.169 35.608 3.672 5.051 0.927 0.412 0.815 14 x 2.5 C13 14 x 2.5 13 0.085 5.762 1:695 0.836 15.347 3.891 43.134 5.396 5.045 1.126 0.516 0.815 14 x 2.5 C12 14 x 2.5 12 0.105 7.118 2.093 .0.885 21.580 7.357 53.110 7.587 5.037 1.390 • 0.659 0.815 tl. 00. Revision Dale: AuOusl 12, 1998 File: Oengrformisecllon properlles of cees2.doc NOTES: . Section properlles and allowables are compuled in accordance with the - 1986 edilion of the AISI specl6calions with 1989 addendum. • I. and Ir are for de0ecllon delermination . So and Sr are for bending • . Fy = 57.0 I(SI Fu = 70.0 KS1 Secllon Name GONERAWATA DIMENSIONAL PROPERTIES ALLOWABLES SECTION PROP911TIRS AXIS X•X AXIS Y.Y. D x B n Gage Thick n Weight Ih l if ._00).�In)- Aiea Lip M. fl - k V. (kips) (in') nl Fu in Ir Ing Sr (in')in Rr • 8 x 3.5 C 16 8 x 3.5 16 0.059• 3.197 0.940:. 0.773 4.870 2.332 9.652 1.712 3.204 1.523 0.548 1.273 15 0;065 3.522 1.036 0.787 5.714 3.124 10.612 2.009 3.201 1.678 0.614 1.273 e x 3.5 cis 8 x 3.5 8 x 3.5 C14 8 x 3.5 14 0.070 3.793 1.116 0.800 6.402 3.907 11.411 2.251 3.198 1.808 0.670 1.273 8 x 3.5 13 0.085 4.606 1.355 •0.836 8.092 7.023 13.789 2.845 3.190 2.196 0.841 1.213 8 x 3.5 C13 8 x 3.5 12 0.105 5.690 1.673 0.885 10.164 12.661 16.921 3.574 3.180 2.712 1.074 1.273 8 x 3.5 C12 10 x 3.5 C16 10 x 3.5 16 0.059 3.598. 0.773 6.071 1.842 16.171 2.134 3.909 1.633 0.550 1.242 10 x 3.5 CIS W x 3.5 15 0.065 3.964 qi.256 0.787 7.102 2.466 17.790 2.497 3.906 1.800 0.617 1.243 10 x 3.5 14 0.070 4.269 0.600 8.033 3.083 19.136 2.824 3.904 1.939 0.673 1.243 10 x 3.5 C14 10 x 3.5 13 0.085 5.184 1.525 0.836 11.022 5.538 23.151 3.875 3.897 2.356 0.845 1.243 10 x 3.5 C13 10 x 3.5 12 0.105 6.404 1.883 0.885 13.827 10.483 28.456 4.861 •3.887 2.912 ' 1.082 .. 1.243 10 x 3.5 C12 12 x 3.5 C16 12 x 3.5 16 0.059 • 4.000 " 1.176 0.773 7.279 ' 1.522 24.808 2.559 4.592 1.721 0.552 T 1.210 --12 x 3.5 C15 12 x 3.5 15 0.065 4.406 1.296 0.787 8.494 2.037 27.299 2.986 4.590 1.897 0.618 1.210 12 x 3.5 C14 12 x 3.5 14 0.070 4.745 1.396 0.800 9.508 2.546 29.372. 3.370 4.588 2.044 0.675 1.210 12 x 3.5 C13 12 x 3.5 13 0.085. 5.762 1.695 0.836 13.294. 4.571 35.563 4.674 4.581 2.484 0.849 1.211 12 x 3.5 C12 12 x 3.5 [�20.105 7:116 2.093 0.885 17.900 8646 43.758 6.293 4.572 3.071 1.088' 1.211 cc Ievlslon Dale: August 12, 19911 File: c: lengrform%secllon properlles of cees3•doc J wlslon Dale: Atigitsl 12, 10Jn File: c: len�rformisecllnn rroperlles o/ cees4.doc Y •. � e .. , . � NOTES: , Section) properties and allowables are computed In accordance wllh Ihb, 1986 edition of the AISI specl6callons with 1989• addendum. and lyare for deft eclion determinallon nIs x - x S, and Syare for.bending • Fy=57.OKSI , IFu = 70.0 KSI y 1SECTION PROPARTIER Section Name DIMENSIONAL PROPERTIES ALLOWABLES AXIS X -X AXIS Y•Y D x B Thick Weight Area Lip M, V, I. S., R, it Sys On) Gage n lb/If int in fl - k (kips) i(ntl� ins in in' ins nr 14 x 3.5 C16 14 x 3.5 16 0.059 • 4.401 1.294 0.773 8.489 1.296 35.797 2.985. 5.259 1.793 0.552 1.177 14 x 3.5 C15 14 x 3.5 15 0.065 4.84,8; 1.426:. 0.787. 9.893 1.735 39.399 3.478 5.257 1.976 0.619 1.177 14 x 3.5 C14 14 x 3.5 14 0.070 5:221' :. 1.536 0.800 11.148 2.169 42.400 3.920 5.255 2.130 0.676 1.178 14 x 3.5 C13 14 x 3.5 13 0.085 6.340 J.865... 0:836 15.370 3.891 51.364 5.404 5.248 2.589 0.851 1.170 14 x 3.5 C12 14 x 3.5 12 0.105 7.832 2.303 •0.885 21.533 7.357 63.246 7.571 _ 5.240 3.202 1.091 1.179 wlslon Dale: Atigitsl 12, 10Jn File: c: len�rformisecllnn rroperlles o/ cees4.doc NOTES: Section properlles and allowables are compuled In accordance with the " 1986 edilion of the AISI specificalions wilh 1989 addendum. • 1s and lyare for dellecilon delermination S, and Syare for bending Fy.=.57.0 KSI • Fu = 70.0 KSI evislon Dale; A119tisl 12, 1098 File; 0ennr(orm\seclion properties of ceesS.doc • AXIS Y -Y Secllon Name GENERALPATA DIMENSIONAL PROPERTIES ALLOWABLES -SECTION PROPAPTIE13 AXIS X -X D x B On) Gage 9 Thick In Weighl Ib / It Area n2 Lip In M, fl - k V, (kips) h inr S„ in' R, (in) it 1n' Sr, in' Rr in 8 x 3.5 C16 (2) B x 3.5 16 0.059 6.394 1.B81 0.773_ 9.739 4.665 19.303 3.424 3.204 5.133 0.963 1.652 By 3.5 C15 (2) 8 x 3.5 15 0.065 7.044 2.072 0,787 11.728 6.248 -21.225 4.016 3.201 5.674 1.078 1.655 8 x 3.5 C14 (2) 8 x 3.5 14 0.070 7.586 2.231 0.1100 12.803. 7.814 22.822 4.501 3.198 6.130 1.178 1.657 8 x 3.5 C13 (2) 8 x 3.5 13 0.085 0.212 2.709 0.836 16.183 14.046 27.578 5.690 3,190 7.506 1.502 1.664 8 x 3.5 C12 (2) 8 x 3.5 12 0.105 11.3794 j,; 3.347 -0.885 20.329. 25.320 33.843 7.147 3.100 9.374 1.971 1.674 evislon Dale; A119tisl 12, 1098 File; 0ennr(orm\seclion properties of ceesS.doc • NOTES: Section properties and allowables are computed In accordance with the. `. 1986 edition of the AISI specifications with 1989 addendum. I. and lyare for. deflection determination • S, and Sy are for bending Fy=57.0 KSI • Fu = 70.0 KSI vision Dale: Atigiisl 12. 1998 1] N File: c:\engrform\secllon rrorerlles bf eave slruls.doc action Name DIMENSIONAL PROPERTIES ALLOWABLES AXIS X -X AXIS Y -Y D x B1 x 82 n Ga Gage g Thick n Weight Ib / Ifn2 Area Lip In M, 11- k V, (kips) I. n' S.. I(n3) R. in) Ir (In4) Sr. (ins Rr n BES 16 8 x 3.375 x 5 16 0.059, 3.598 1.058 1.088 5.377 2.350 10.936 1.890 3.215 2.902 0.717 1.656 BES14 8 x 3.375 x 5 14 0.070 4.269 1.256 1.114. 7.109 3.937 12.924 2.499 3.208 3.440 • 0.876 1.655 BES12 8 x 3.375 x 5 12 0.105 6.404. 1.883 1.200 11.379 12.754 19.143 4.001 3.188 5.142 1.408 1.653 10ES 1 B 10 x 3.375 x 5 16 0.059 4.000 1.176 1.088 6.803 1.853 18.319 2.392 3.946 3.117 0.719 1.628 t0ES14 10 x 3.375 x 5 14 0.070 4.745 1.596'- 1.114 8.991 3.102 21.670 .3.161 3.941 3.697 0.880 1.628 10ES 12 10 x 3.375 x 5 12 0.105 7.118 2.093 1.200 1.5.523 10.546 32.195 5.458 3.922 5.537 1.422 1.626 12ES16 12.x 3.375 x 5 16 0.059 4.401 1.294 1.088 8.233 1.529 28.050 2.895 4.655. 3.294 0.721 1.595 12ES14 12 x 3.375 x 5 14 0.070 5.221 1.536 1.114 10.852 2.559 33.201 3.815 4.650 3.907 0.883 1.595 12ES12 12 x 3.375 x 5 12 0.105 7.832 2.303 1.200 20.305 8.689 49.422 .7.067 4.632 5.855. 1.430 1.594 14ES18 14 x 3.375 x 5 16 0.059 4.802 1.412. 1.088 9.666 1.302 40.364 3.398 5.346. 3.441 ' 0322 1.561 14ES14 14 x 3.375 x 5 14 0.070 • 5.697 1.676 1.114. 12.719 2.178. 47.793 4.472 5.341 4.082 0.886 1.561 ' ' 14ES 12 14 x 3.375 x 5 12 0.105 8.546 2.513 1.200 23.887 7.388 71,250 8.398 5.324 6.120 1.436 1.560 17 vision Dale: Atigiisl 12. 1998 1] N File: c:\engrform\secllon rrorerlles bf eave slruls.doc Y ' 7 ai \\ 'NOTES: Seclion properlies and allowables are compuled in accordance %vilh Iho . 1986-edilion of the AISI speclficalions wilh 1989 addendum. x z •I, and lyare for deAeclion delerminalion l S, and Syare for bending 4,,w • Fy=57.0 KSI. , e� Fu = 70.0 KSI Y CIENFRALPATA Secllon Hama DIMENSIONAL PROPERTIES ALLOWABLES : AXIS X -X AXIS Y -Y 0 x B1 x B2 Thick Welghl Area Lip M, V. I. S.. n Gaga nr In Ib /It int in . f(1- k1 kis In' Ing in in' n' nr 8 x 2Z16 8 x 2.125 z 2.375 16 0.059 2.790 0.822 0.911 -4.970 2.332 7.759 1.747 3.072 1.081 0.338 1.146 • 8 x 2.125 x 2.375 15 O.Q65 3.080 0.906 0.922 5.599 3.124 8.534 1.969 3.069 1.194 0.388 1.148 8 x 2Z14 8 x 2.125 x 2.375 14 0.070 3.317 0.976 0.930 6.078 3.907 9.177 2.137 3.067 1.289 0.429 1.150 8 x 2Z13 8 x 2.125 x 2.375 13 0.085 4.028 1.185 0.956 7.749 7.023 11.095 2.724 3.060 1.577 0.544 1.154 8 x 2Z12 8 x'2.125 x 2.375 12 0.105 4.976 1.463 0.990 9.519 12.661 13.624 3.347 3.051 1.967 0.678 1.160 10 x 2Z16 10)(2,1125 x 2.375 16 0.059 3.197 0.940' 0.911 - 6.154 1.842 13.215 2.164 3.749 1.081 0.338 1.072 • 10 x 2Z15 10 x 2.125 x 2.375 15 0.065 3.522 1.036 .0.922. 7.214 2.466 14.541 2.536 3.747 1.195 0.388 1.074 10 x 2Z14 10 x 2.125 x 2.375 14 0.070 3.793 1.116 0.930 8.130 3.083 15.642 2.858 3.745 1.290 0.428 1.075 10 x 2Z 13 10 x 2.125 x 2.375 13 0.085 4.606 1.355 0.956 10.600 5.538 18.93 3.727 3.738 1.578 0.544 1.079 10 x 2Z12 W x 2.125 x 2.375 12 0.105 5.690 1.673 0.990 13.043 10.483 23.285 • 4.586 3.730 1.968 0.676 1.085 evislon Dale: AurJusl 12, 1098 File: c: len0rformisecllon properlles of zeel.doc Y NOTES: Section properties and allowables are compuled In accordance with the - 1986 edition.of the AISI specifications with 1989 addendum. x x I, and lyare for deflection determination S. and Syare for bending • Fy=57.OKS1 eJ . Fu = 70.0 KSI Y GENERAL PATh SECTIOn PROPERTIES ;action llama DIMENSIONAL PROPERTIES. ALLOWABLES AXIS X -X AXIS Y -Y D x B1 x B2 Thick Weight Area Lip M. V, I, S.. R. Ry n Gage In Ib / It tn2 in fl - k kis In' in' (in) in in' 10 x 3216 10 x 3.125 x 3.375 16 0.059 3.598 1.058 10.911 6.348 1.842 16.131 2.232 3.904 2.582 0.488 1.562 10 x 3Z15 10 x 3.125 x 3.375 15 0.065 3.946 • 1.166 0.922 7.361 2.466 17.749 2.588 3.902 2.852 0.532 1.564 10 x 3Z14 10 x 3.125 x 3.375 14 0.070 4.269 1.256 0.930 8.269 3.083 19.094 2.907 3.900 3.077 0.570 1.566 10 x 3213 10 x 3.125 x 3.375 13 0.085 5.184.• 1.525 0:956 11.185 5.538 23.112 3.933 3.893 3.759 0.698 1.570 10 x 3712 10 x 3.125 x 3.375 12 0.105 6.404 1.883 0.990 14.029 10.483 28.427 4.932 3.885 4.681 0.956 1.577 12 x 3716 12 x 3.125 x 3.375 16 0.059 4.000 1.176 0.911 7.608 1.522 24.759 2.675 4.588 2.583 0.490 1.482 12 x 3215 12 x 3.125 x 3.375 15 0.065 4.406. 1.296 0.922 8.806 2.037 27.250 3.096 4.586 . 2.852 0.534 1.484 12 x 3214 12 x 3.125 x 3.375 14 0.070 4.745 1.396 0.930 9.869 2.546 29.321 3.470 4.564 3.078 0.573 1.485 12 x 3Z13 12 x 3.125 x 3.375 13 0.085 5,762- 1.695 0.956 13.462 4.571 35.515 4.733 4.578 3.760 0.701 1.490 12 x 3Z12 12 x 3.125 x 3.375 12 0.105 7.118 2.093 0.990 18,129 8.646 43.722 6.374 4.570 4.682 0.959 1.495 14 x 3Z16 14 x 3.125 x 3.375 16 0.059- 4.401 1.294 0.911 8.873 1.296 35.739 3.120 5.255 2.583 0.490 1.413 14 x 3215 14 x 3.125 x 3.375 15 0.065 4.848 1.426 0.922 10.256 1.735 39,342 3.606. 5.253 2.853 0.535 1.414 14 x 3Z14 14 x 3.125 x 3.375 14 0.070 5.221. 1.536 0.930 11.47.9 2.169 42.330 4.036 5.251 3.078 0.575 16 14 x 3Z13 14 x 3.125 x 3.375 13 0.085 6.340 1.865 0.956 15.572 3.891 51.307 7.240 5.246 3.760 0.704 20 El. 14 x 3Z12 14 x 3.125 x 3.375 12 0.105 7.832 2.303 0.990 22.092 7.357 63.204 7.767 5.238 4.682 0.961 1.42.6 4 vision Hale; Aunusl 12; 1998 File: cAengriormiseclion properlles or zee2.doc 0 12' NET COVERAGE. NOTES: 25/168 7 318' 25/11 ' The panel section properties have. been calculated In.accordance with the 1986 edition of the AISI specifications Alh _ 1989 addendum.- 19116• 718' 516 • It Is for deflection determination • S. Is for bending C M,ts allowable bending moment • The panel weight has been deducted from the allowable loads Values shown for wind load deflection are Ilmlled by a maximum deflection ratio of tJ120 ; 12" Ultra•Dek 8 Double-Lok Panels Allowable load values shown are based on panel covering 3.equal continuous spans. Multiply allowable stress . velues shown by 0.8 for 2 span conditions • Load fable values do not Include web crippling requirements Design Thickness Weight . Fy PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy) • GA. (In) (psQ (ksi) I. S. M, I. S. M, Ino / fi Ina / fl In-kip I ft Ino / it Ing / ft In-kip I ft 24 0.0223 1.34 50.0. 0.3276 0.1471 4.40 0.2010 0.1090 3.26 22 0.0286 1.72 50.0 0.4225 0.1907 5.71 0.2772 0.1459 4.37 24 GAUGE 22 GAUGE Span In Feel Live Load Stress Live Load Deflection Live Load Stress Live Load Deflection 4.0 158 681 211 901 5.0 100 348 134 461 6.0 69 202 93 267 7.0 51 127 68 168 Revision Dale: June 16, 1996 File: c:lengrform\section properties of panels - 12-ud&dl4goc En k 1 Revision Dale: June 16, 1998 File: cAengrform%section properties of panels - 18-ud&dl&c NOTES: 18' NET COVERAGE 2 5116' 13 318' 25116. The panel section properties have been calculated In accordance with the 1986 edition of the AISI specifications with 1.989 addendum. 13116'118' I. is for deflection determination 4 3116' 5' : 43116' • S. Is for bending 1' M. Is allowable bending moment I I1_3 LI—L The panel weight has been deducted from the allowable loads I 1 1518' �`�— Values shown for wind load deflection are limited by a maximum deflection ratio of U120 •. Allowable load values shown are based on panel covering 3 equal continuous spans. Multiply allowable stress 18°Ultra-Dek & Double -Lok Panels values shown by 0:8 for 2 span conditions • Load table values do not Include web crippling requirements Design Thickness Weight Fy PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy) I, S. M, I. S. M. GA. (in) (psQ ks ( I) ,} Ino / ft Ina / ft In -kip / ft Ino / it Ina 1 ft In -kip / fl 24 0.0223 1.22 50.0 0.2599 0.1057 •3.17 0.1349 0.0749 2.18 22 0.0286 1.56 50.0 0.3354 0.1379 4.13 0.1867 0.0976 2.92 N 7 24 GAUGE 22 GAUGE Span In Feel Live Load Stress Live Load Deflection Live Load Stress Live Load Deflection 4.0 105 .508 141 672 5.0 67 260 90 344 6.0 46 151 62 199 7.0 33 95 45 125 Revision Dale: June 16, 1998 File: cAengrform%section properties of panels - 18-ud&dl&c 24' NET COVERAGE NOTES: 2 5116' 19 318' 25(16' The panel secllon properties have been calculated In accordance with the 1986 edition of the AISI specifications with 1989 addendum. 13116' 1B'T I. Is for deflection delerminallon 518 6 3116' ' 7' 63116' S, Is for bending 1 M • . M, Is allowable bending moment The panel weight has been deducted from the allowable loads . � Values shown for wind load deflection are limited by a maximum deflecllon ratio of U120 Allowable load values shown are based on panel covering 3 equal continuous spans. Multiply allowable stress , 24"Ultra-Dek & Double -Lok Panels values shown by 0.8 for 2 span conditions Load [able values do not Include web crippling requirements , PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy) GA. Design Thickness Weight Fy (ksi) I, S, M, I, S. M, (in) (ps9 . Ing / It In) I h In-kipI ft In' / fl Ing I ft In k( ! fl 0.0223 1A6 50.0 0.2129 0.0814 2.44 0.1014 0.0547 1.64 24 22 0.0286 1.49 60.0'' 0.2749 0.1075 3.22 . 0.1406 0.0733 2.20 24 GAUGE . 22 GAUGE Span In Feel Live Load Stress Live Load Deflection Live Load Stress Live Load Deflection 79 405 105 535 4.0 5.0 50 207 67. 274 6.0 34 120 46 159 7.0 25 76 33 100 Revision Date: June 16, 1998 File: cAengrform\secllon properties of panels - 24-ud&dl.d$c v 36• NET COVERAGE NOTES; ` 12' 12' 12' 6o 6• The panel secllon properties have been calculated In accordance will► the 1986 edition of Ilse AISI specifications Wlh 7E6. 1989 addendum. 0 I, Is for deflection determination . _I 1•0 # I-= S, Is for bending M, Is allowable bending moment • The wind load stress values have been Increased by 33 1/3% "A" Panel Values'shown for wind load deflection are fulled by a mazlmum deflection ratio of U120 • • Allowable load values shown are based on panel covering 3 equal contln6ous'spans. Multiply allowable stress values shown by 0.8 for 2 span conditions This panel Is to be used as.wall panel only GA. Design Thickness Welghl t Fy PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy) (in) (pso (ksl) I. S, M, is S, M, In' I It In,/ fl In -kip / fl In' / Il Ing / It In-kI / fl 26 0.0181 0.91 80.0 0.0197 0.0275• 0,99 0.0248 0.0365 0.0477 1.31 24 0.0223 1.13 50.0 0.0273 0.0377 1.13 0.0319 1,43 i Span In Feel 26 GAUGE 24 GAUGE Wind Load Press►tra Wind Load Sucllon Wind Load Deflection Wind Load Press►ire Wind Load Suction 'yVind Load Deflection 4.0 85 64 84 93 73 114 5.0 54 . 41 43. 59 47 59 - 6.0 38 29 25 41 - 33 34 7.0 28 21 16 30 24 21 8.0 21 16 10 23 18 14 co :Ion Dale: August 12, 1990 File: c:%ennrhirm►serllnr; nrnna,u— levlslon Dale: June 18, 1998 Fl 0enorform%section properties of panels - pbr,doc 1• I Err ]I' 1' r� 3 If1' 1' t The panel section properties have been calculated In accordance with the 1986 edition of the AISI specifications with 1989 addendum. I. Is for deflection determination S. is for bending �', • M. Is allowable bending moment • . The panel weight has been deducted from (he 'allowable loads TRR" Panel The wind load stress values have been Increased by 33 1/3% • Values shown for wind inari rienadinn ara I'mlled by a maximum delleclion rallo of U120 X... AUowante toad values shown are based on panel covering ;j equal continuous spans,. biuwply allowable stress t values shown by 0.8 for -2 soan cnnrutions • Loac a e Ones o not Include web crippling requirements Design Thickness Weight GA. On) (ps9 Fy (ksQ' PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy) I• Ino / It S, In, / fl M, I. S. M, In -kip/ h In' / It Ing / R In -kip/ A 26 0,0181 0,92 80.0. .: 0,0425 0.0379 1.36 0.0414 0.0502 1.80 24 0,0223 1.14 50,0 0.0596 0.0571 .1.71 0.0573 0.0644 1.93 I ALLOWABLEO RM WADIS IN •. D, FOR SQUARE.O Span In Feel 26 GAUGE 24 GAUGE Wind Load Uplift Live Load Stress Live Load Deflection • Wind Load Uplift . Live Load Stress Live Load Deflection 4.0 89 87 108 112 93 151 5.0 51 55'. '55 72 59 77 6.0 40 38 • 32 50 41 45 7.0 30 28 20 37 30 . 28 8.0. 23 21 14 29 . 22 19 levlslon Dale: June 18, 1998 Fl 0enorform%section properties of panels - pbr,doc 3611 co+frum NOTES-' Ir it lr r The panel section properlles have been calculaled In accordance with the 1986 edition of the AISI specifications wilh ' —{ (•— 1986 addendum. I I . ^ I. Is for dellecllon determination y� 1 ur r� S. Is for bending . \ is *DEEP M. Is allowable bending moment . �i�--- —1 "l./ u SCREW cnoort The wind load stress vahles'have been Increased by' 33 to %..- ; • . Vahies shown for wind load dellecllon are limited by.a maxlmim deflection ratio of U120 :. "AM" Panel ' Allowable load values shown are based onanel covering 3 equal continuous s ans: Mulll P g 9 P Ply allowable stress Values shown by 0.8 for 2 span cofidilions • This panel Is to be used as wall panel only Design Thickness Weight GA. Fy PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy) (In) (pso (ks) it Sr M. I. S, M. W / fl Ina / it Ir kip / It In' / 11 Ing / ft In-kip / It 26 0.0181 0.91 80.0 0.0451 0.0522 1.87 0.0388 0.0365 1,31 24 0.0223 1.12 50.0 0.0555 0.0643 1.92 0.05360.0536 1.60 Alan. Span In Feel 26 GAUGE 24 GAUGE Wind Load Pressure Wind Load Suction ...'Wind Load Deflection Wind Load Pressure Wind Load Suction Wind Load Deflection 4.0 85 114 162 104 125 210 5.0 54 73 83 67 80 108 6.0 38 51 48 46. 56 62 7.0 28. 37 30 34 41 39 8.0 21 28, 20 26 31 26 o. Ion Dale:Augusl 12; 1998 File: 0engrform%secllon properlles of panels - am.doc OCT -31-97 11 :29 API CHICO BUIL-DING SYSTEris 916 342 91"74 clue, L -u t AOOA J t,tri/ 1.6 (o), NOTE: Son the attached - v i i I rf%-%qmr,-flj M. R iraments Pages FJ r- '-'#'TRK*L, MENANICAL, AND PLUMBING CONSTRUMN ( NOT PLAN C'HECKED ) SHALL WITH CURRENT EDITH OF NK Um AND Lim, BuTTc: COUN I i ultjILDING I DEPARTMI--'�!,A' 4 p P R V F ��' 0 TL C? z 0 co 5 V 5 z J t,tri/ 1.6 (o), NOTE: Son the attached - v i i I rf%-%qmr,-flj M. R iraments Pages FJ r- '-'#'TRK*L, MENANICAL, AND PLUMBING CONSTRUMN ( NOT PLAN C'HECKED ) SHALL WITH CURRENT EDITH OF NK Um AND Lim, BuTTc: COUN I i ultjILDING I DEPARTMI--'�!,A' 4 p P R V F ��' 0 EXIST. RESIDENCE DOW 43V x 74• KW (36' x HID' NAX) POST SHALL NOT OCL7R �A' IN FT7OfT OF DOMA' VARY TD SUIT ROUE PLAN . MAX LENGTH PER THE REOUMOMNTS Iff THE APPROV♦9 AWNING DRAVSNG EXIST. RESIDENCE #8 S.M.S. OR 118'TOP RIVET AT a2'0.Q MAX WHEN WANDOw occuRs a 24.0.0... MAX WHERE PANEL OCCURS, EACH SIDE, TYPICAL EQUAL x IANNEL CPTIDNAL WOR LMATtaN M/LLE'MCWWNEL 9H•CHANNEL I 1 • I 1 FILIER PANEL OQPZf E5 SI0 y ES G Ey SECTION K rn AIALE/EQUAL/MALEIx CHANNEL _ 0.21 GRT 6-3D 005 MAX OVERHANG WINDOW I I;SNI\InIIoedA 1 HII 1111 A 14t % 1 II' STANDARD PANEL FRONT WALL ELEVATION _ OR 48', SEE TABLES -�� SMT. 2 GENERAL NOTES & SPECIFICATIONS ie META_ BAORED Na'B NGDPPAHE 1. THESE ENCLOSURES ARE LIMITED TO RECREATION AND OUTDOOR WASHOtEDTBc6 G W OA- WX , LIVING PURPOSES ONLY AND ARE NOT TO BE USED AS CARPORTS, GARAGES, STORAGE OR HABITABLE ROOMS, E THIS ENCLOSURE IS ONLY TO BE INSTALLED UNDER AN ALUMIMuH MWILE HOME AWNING WWHICH IS APPROVED FOR ENCLOSURE BY THE STATE OF CALIFORNIA. DESIGN LOAD 10 PSF ROOF LIVE LOAD, 1 F°SF ROOF D.L., LO PSF HORN. WIND AND 10 PSF UPLIFT. ENCLOSURE PERMITTED) ONLY WHEN AWNING IS DESIGNED AND APPROVED WITH ATTACHMENTAT MOBILE HOME: 3. FASTENERS,'POP' RIVETS SHALL BE 1/8.0 W/ 50 50 ALUMINMUM RIVETS & CARBON STEEL PLATED MANDREL, SHEET METAL SCREWS SHALL BE STAINLESS TT�Tc STEEL CAD. PLATED OR GALVANIZED. ALL ALUMINUM EXTRUSIONS ARE OF CHANNa ALLOY & TEMPER 6063-T6 4. WHERE AN AWNING IS ERECTED IMMEDIATELY ADJACENT TO OR OVER A PERMANENTLY CONSTRUCTED RETAINING WALL OF FIRE RESISTIVE MATERIAL. THERE SHALL BE NOT LESS THAN 18 INCHES CLEAR VENTILATING OPENING BETWEEN THE UNDERSIDE OF THE AWNING. 5. WINDOWS SHALL BE 1/2 OPENABLE FOR VENILATI13N AND SHALL BE READILY REMOVABLE. 6, EXISTING EACH ENCLOSURE SHALL HAVE ACCESS TO AT LEAST ONE EXTERIOR DOOR OPENING DIRECTLY TO THE OUTSIDE FROM THE ENCLOSURE WITHOUT PASSING THROUGH THE MOBILE HOME. THE OPENING SHALL BE NOT LESS THAN 30 INCHES IN WIDTH, NOT LESS THAN SIX FEET TWO INCHES IN HEIGHT. TWO SUCH DOOR WHEN THE ENCLOSURE COVERS TWO DOORS OF THE MOBILE HOME. 7, WINDOW & DOOR GLAZING MATERIAL, USE INSECT SCREENING, t/9' THICK ( MIN.) PLATED GLASS. .155'THICK (MIN.) SHEET GLASS. GLASS LIGHTS TO BE 18' MIN. ABOVE FINISHED FLOOR AND DOOR GLASS (IF USED) SHALL BE TEMPERED., ALL WINDOWS SHALL BE READILY REMOVABLE. SEE NOTE #8 FOR OPENINGS REQUIRED, SLIDING GLASS DOORS SHALL BE 1/4' TEMPERED GLASS. 8. EACH WALL OF THIS ENCLOSURE SYSTEM SHALL BE AT LEAST 50 PERCENT OPEN, OPENINGS MAY BE EENCLOSED WITH INSECT SCREENING AND / OR READILY REMOVABLE WINDOWS AS SPECIFIED IN NOTE #7 ABOVE, ALL EXTERIOR PORTIONS OF PANEL SYSTEM WHICH ARE SUBJECT T9 WATER INTRUSION" 2 kBTIXSEASI0E T1 j� TEE• AFL SHALL BE FULLY CAULKED. 17E0t5� 9, EACH INSTALLATION SHALL BEAR AN IDENTIFICATION TAG GIVING THE NAME & ADDRESS OF THE MANUFACTURE, MODEL NUMBER, STANDARD PLAN NUMHER AND DESIGN LOADS, ECUAL'H• CHANNEL FEMA a w MxCHANNEL MALE'H'CHANNEL t PANELFL -.WINDOW SIDE FRAME Wm S ll -WE SIDE FR 6F 6w re axs. DR t/6• •POP RIVETq T 3a• Q.C. MAIL WHERE WINDOW OCCLFRS & 24.O.C. MAX WHERE PANEL OCCURS, EACH SIDE, TYPICAL SECTION J TOP CHANNEL AT EXIST. SIDE FASCIA CHANNEL DOST_ ENTERIOR WALL, its SLI& ® 32' O.C. SECTION F —„ •._ FILLERP)WEL MALE/ EQUAL / MALE x CWNPE. SECTION L CANNEL AT WALL �a;r_Trn;ro7 FILLER PANEL FSEIFR PANEL n Nor> eaM'XwwnHTENPERraclNus n SUDBRi ooms MAY BE DNSTAUM 8 M ENO WAl1S. WHERE SOLID PANE. NEE vETENNmm BffNwrENx+FLDDRPLArN 4 IOCINPLATE KICNd'F.ATE FS1LLLEREt PANEL FPANEL— MUAt .... E10ST. CO 16. THIS ENCLdSURE SHALL HE LDCATEb VI7H RESPECT Y6 THE LdT LINE SLAB IN GONC. OD OR ADJACENT STRUCTURES PER TITLE 25, SECTION 1476. CONDITION Il A COPY OF THE CALIFORNIA FACTORY BUILT HOUSING APPROVED (3 IQ- THICK MIK) PANEL PLAN WILL BE SUBMITTED TO THE LOCAL BUILDING OFFICIAL via ALONG WITH THIS PLAN 25 PERCENT OF THE CUT WALL PANELS MUST SECTIONBEAR A STATE OF CALIFORNIA FACTORY BUILT HOUSING APPOVAL INSIGNIA. SEARING Wal SYAn STEM I RACEWAY x CANNEL� STOP CHANNEL . 0 TEKS EA SIDE (2Y #S TEKS EA SIDE D AIArTaH x DIST APPROVED ENCLosABLE TO MATCH x I PER 'H')OR AWNING STRUCTURE (4 PER -KI OR i•0'POP RIVETSNEX ) IJB-WPOP RIVETS Fn IER PANEL PANEL Rum PANED SECTION N TOP CMANrEL AT EXIST. FRONT WALL FASCIA SECTION E i.EHOirt�?CGQ5502Y 5.:;;L -.v d 3TCtEr' 'F RACEWAYSH'CANNEL WINDOW WE WE FRAME yi WW64W SIdE FRAME SECTION D RACEWAY x CANNEL NON-BEARING SYSTEM�' SECTION C WINDOW SroE FRAM HEALTH AND &VrTY CODE, DIVISION 13, PART 2 APPROVED STIPJEGT TO Ot-NAM ONIS KZFrD App—ti &-vz RD1 ii(ACNe AW W CNavLe��Day anissian o: doo;ntioi from mquireewHA B4 N�a,uRE $HGt� 'wriNs and r ag ulol;on, EQUAL 'W CANNEL WINDOW SIDE FRAME S..Nm of Cn46mip FRAME SIDE DB a,TYnr„ Lrt Houaing and Coznmunj,; Omc!aprnerd l._-.3F�liSIE5a1! tU�•�CaDE.S AiYD S�MD.4P,D5 lei •3/A: r-/ FOIER PANEL IQ•fnia Plan Sp;TTN.vaXpi ErNes tr;., •��`-.= _ .�� FWJ:T(P. EQUAL WCAMEL SECTION O p ' r/q. En TI PANELS �! STATE ❑F CALIFORNIA S,P,A, NO, 88-74 DATE — 06 00 K.K.UPDATED , FOX ENGINEERING INC, JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER (562) 8060 TELEGRAPH RD. DOWNEY, CA.90P40 806-1337FAX,927-2509 10 P.S.F. INSULATEDROOF EL. PANEL DATE 3-02 D.M. UPDATED 06 00 I 1 OF 2 1 SHEET E G N BEARJNG W ST ON 43EMN WALL NINULAWDROOFPYSIEM SECTION V--;T I I� TOP CHANNEL AT DOST. SIDE FASCIA ANDARD PANEL FEMME x CHANNEL WIDTH 24', 36', 42' OR 48', SEE TABLES SIDE WALL ELEVATION FLLER PANEL SMT. 2 VG EXTRUDED OR sib has Dim EL 5uE ��YA a—or= R.F. FASCIA TTim CE lr 0o nE FILLER PANEL +nCR / ROOF PANEL MALE w• cwVNNEL/ SECTION - FEMALE / MALE 7t• CNHANNEL FILLER PANEL FSEIFR PANEL n Nor> eaM'XwwnHTENPERraclNus n SUDBRi ooms MAY BE DNSTAUM 8 M ENO WAl1S. WHERE SOLID PANE. NEE vETENNmm BffNwrENx+FLDDRPLArN 4 IOCINPLATE KICNd'F.ATE FS1LLLEREt PANEL FPANEL— MUAt .... E10ST. CO 16. THIS ENCLdSURE SHALL HE LDCATEb VI7H RESPECT Y6 THE LdT LINE SLAB IN GONC. OD OR ADJACENT STRUCTURES PER TITLE 25, SECTION 1476. CONDITION Il A COPY OF THE CALIFORNIA FACTORY BUILT HOUSING APPROVED (3 IQ- THICK MIK) PANEL PLAN WILL BE SUBMITTED TO THE LOCAL BUILDING OFFICIAL via ALONG WITH THIS PLAN 25 PERCENT OF THE CUT WALL PANELS MUST SECTIONBEAR A STATE OF CALIFORNIA FACTORY BUILT HOUSING APPOVAL INSIGNIA. SEARING Wal SYAn STEM I RACEWAY x CANNEL� STOP CHANNEL . 0 TEKS EA SIDE (2Y #S TEKS EA SIDE D AIArTaH x DIST APPROVED ENCLosABLE TO MATCH x I PER 'H')OR AWNING STRUCTURE (4 PER -KI OR i•0'POP RIVETSNEX ) IJB-WPOP RIVETS Fn IER PANEL PANEL Rum PANED SECTION N TOP CMANrEL AT EXIST. FRONT WALL FASCIA SECTION E i.EHOirt�?CGQ5502Y 5.:;;L -.v d 3TCtEr' 'F RACEWAYSH'CANNEL WINDOW WE WE FRAME yi WW64W SIdE FRAME SECTION D RACEWAY x CANNEL NON-BEARING SYSTEM�' SECTION C WINDOW SroE FRAM HEALTH AND &VrTY CODE, DIVISION 13, PART 2 APPROVED STIPJEGT TO Ot-NAM ONIS KZFrD App—ti &-vz RD1 ii(ACNe AW W CNavLe��Day anissian o: doo;ntioi from mquireewHA B4 N�a,uRE $HGt� 'wriNs and r ag ulol;on, EQUAL 'W CANNEL WINDOW SIDE FRAME S..Nm of Cn46mip FRAME SIDE DB a,TYnr„ Lrt Houaing and Coznmunj,; Omc!aprnerd l._-.3F�liSIE5a1! tU�•�CaDE.S AiYD S�MD.4P,D5 lei •3/A: r-/ FOIER PANEL IQ•fnia Plan Sp;TTN.vaXpi ErNes tr;., •��`-.= _ .�� FWJ:T(P. EQUAL WCAMEL SECTION O p ' r/q. En TI PANELS �! STATE ❑F CALIFORNIA S,P,A, NO, 88-74 DATE — 06 00 K.K.UPDATED , FOX ENGINEERING INC, JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER (562) 8060 TELEGRAPH RD. DOWNEY, CA.90P40 806-1337FAX,927-2509 10 P.S.F. y PATIO COVER ENCLOSURE SYSTEM AS MFG. BYi I 8269LALPINE AVENUEC ZV SACRAMENTO, CA 95826 (916) 45��02I JDB3NO.00-21063 DATE 3-02 D.M. UPDATED 06 00 Hro,m. K. 1 OF 2 1 SHEET FEMALE -MALE H -CHANNEL VED RACEWAY CHANNEL MALE -EQUAL -MALE 'H' CHANNELS 1parevot &vs "'4 oci wfm EQUAL 'H' CHANNEL - REARING WALL SYSTEM 70 MILES PER HOUR ml cwkeb'e Tatao`� lava anc' 70 MILES PER HOUR 70 MILES PER HOUR :data c4 al:bmla 70 MILES PER HOUR 1 \QFCW, LIVE LOAD= 10 PSF WIND LOAD- 10 PSF LIVE LOAD= 10 PSF WIND LOAD= 10 PSF LIVE LOAD -40 PSF WIND LOAD= 10 PSF 74. LIVE LOAD= 10 PSF WIND LOAD= 10 PSF UPLIFT= 7.5 PSF FOR HEIGHT- 10'-0' OR LESS UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0' UPLIFT= 7.5 PSF FOR HEIGHT= 10'-0' OR LESS UPLIFT- 10 PSF FOR HEIGHT GREATER THAN 10'-0' UPLIFT= 75 PSF FOR HEIGHT= 10'-0. OR LESS UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0' UPLIFT= 75 PSF FOR HEIGHT= 10'-0' 13R LESS UPLIFT= 10 PSF FOR HEIGHT GREATER THAN 10'-0' MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING MAXIMUM H -CHANNEL SPACING- - 24• 36' 42' 4B' 24' 36' 42' 48' 24' 36' 42' 48' 24' 36' 42' 48' AL6QVAILE DIMENSWNS ALLOWABLE DIMENSIONS ALLOWABLE DIMENSIONS ALLOWABLE DIMENSIONS MAX. TOTAL HEIGHT 10'-6' 9'-9' 9'-0' 81-6• MAX. TOTAL HEIGHT 12'-0' I1-9' ll' -3' 10'-6' MAX. TOTAL HEIGHT l2'-0' Il' -9' 11'-3' 10'-6' MAX. TOTAL MEiGMI 8'-6' 8'-0' 7'-6• 4'-6' 4'-6' 4'-6' 4'7-6' 4'-6' 4'-6' 4'-6' 4'-6' 4'-6" 4'-6' 4'-6' 4'-6' 4'<6' 4'-6' 4'�G' 4' -6 - MAX. VDOW HEIGHT MAX. WINDOW HEIGHT MAX. WINDOW HEIGHT MAX. WINDOW WEIGHT EQUAL 'H' CHANNEL NON-BEARING WALL SYSTEM 160 2,010 _I�1_ ,410 -7- .375 TT -'i- TgS, 1.175 - �-----2,110-^-� 265 '904 ,5 0 .aeo .350 1YP..61510 1510 -Jj- ,734 a� 1 f -.- 2.105 �-»� 1,038 0.070 DIA. 0.190 I' 0.178 1.740 0.055 I 1 JJJ...--- 2.139 . 2.015 0.723 1,500 F0,055 0.743 T nil N 2.025 N I 1 2.202 2,0225----j' ,343 2 92 70 MILES PER HOUR LIVE LAB= 10 PSF WIND LDAs= 10 PSF UPLIFT- 7.5 PSF F13R HEIGHT= 10'-0' GR LESS UPLIFT= IO PSF FOR HEIGHT GREATER THAN 10'-0' MAXIMUM ALLOWABLE DIMENSIONS H -CHANNEL SPACING 24' 36' 42' 48• MAX. TOTAL HEIGHT 9'-6' 9'-0' 8'-6' 8'-0• VINDOV HEIGHT FEMALE "H" CHANNEL WINDOW SILL r"-2,125 TOP CHANNEL rQUAL "H' CHANNEL 4'-6' 4'-6' 4'-6' 4'-6' �MAX. ----2.945 --� CORNER CHANNEL pFESSIOp o�`Fy� ALLOY -T6 ALUM. ALLOY 6063-T6 �P yALUM. ALUM. ALLOY 063-T6 ALUM. ALLOY 6063-T6 UM. L Y 60 3-T6 E7iY. s-30-2005 � CMt a 1� 059 2.265 .905 2,280 2,140 2.140 L170 ` 22S {----2 110 IF- - 2010 480 �. .390 0 950 .500 165 865 500 16151.30 510 0,055 � 0.015 0.055 0,015 I• N. 0.250 0.250 1,875 J! 3 TYP. .850 •71 ,380 366$ L - -+� 1.140 � 1.140 2.000 2 299 �----2,105 ---I FOR ATTACH. TO WOOD DECK 2� .099 WINDOW SIDE CHANNEL WINDOW HEAD CHANNEL BOTTOM CHANNEL 1,049 UM. ALLOY 6063- 6 ALUM. ALLOY 60.3- 6 - ALUM. ALLOY 6063-T6 2'280 30 BAY "H" MALE "H" CHANNEL ALUM. ALLOY 6063-T6 ALUM. LOY 06 -T6 I .075 . �7� L135 1441 -- r 1 055 1. ao .05� 1,200 1 14 D• �'+-0Li 80 1 010/-1 1/2' 3/8' 0 KIL WOOD SCREW 3 EACH SIDE OF 'H' CHANNEL 77 V 3' MAX. FROM EA SIDE MULLION ICAL - I .760 ,:.710 .71 10 .871 I ,278 _ 080 '2.610 2110 2,000 I .090 FILLER PANEL STD. WASHER I 150 _E_1 2.000 .125 2.257 BOTTOM CHANNEL BOTTm4 -CHANNEL 11.490 ,250 --_--: TOP CHANNEL COVER I 1.�37612s�Y 2,226-�j " '� L CHER WOOD DECKING 2' O WASHER PLT, WOOD DECKING zoo --{ ALUM. ALLOY 6061-T6 ORACEWAY "H" CHANNEL ALUM. ALLY 6063-T6 ENCLOSURE ATTACH.TO WD. DECK ENCLOSURE ATTACH.TO WD. DECK TOP CHANNEL (BEARING WALL) ALUM. -ALLOY 6061-T6 A M. L.. 06_-T¢ NOTE: DECK DESIGN OTHERS : DECK DESIGN BY OTHERS STATE OF DATE 12-99 '06-00 KXI UPDATED FOX ENGINEERING INC. CALIFORNIA 3-0 0 D.M URD TED 10 RS,F, S.P.A. NO, 88-74 °""" 'K JAMES G. FOX, CIVIL ENGINEER (562) PATIO COVER ENCLOSUR AS MFG. BY, DURALUM PRODUCTS INC. 8269 ALPINE AVENUE SACRAMENTO, CA 95826 0 ACCESSOUI:L-^:i c,n iTRJ^,_dE HEALTH .ehAi W -97r G E, DAIMiON 13, PART 2 'APPR VED SUBJECT TO ccm 9=mNQT9C` 1parevot &vs "'4 oci wfm tr apprwq W,; a 114 •n m iaviwkn fmm mqv; mr rft ml cwkeb'e Tatao`� lava anc' 'epJall"n:. :data c4 al:bmla 0.ra ".v.4'4 F4 4wifto a" Cage 'iry a-aep-w . 1 \QFCW, S AND St01 0A.iDS 74. NO. ,�_p _ _. _.J BqOr+ tots Flan "MM['a'V 3 f�..�.'_1 t(.1 G -,o ;zoo .L JOB NO 00-21063 2 O 2 Y SHEET 7 "V-15 Z I Va 7P IWO." 1 (21 03-17aryfVO'2 fV-i"M 'A-V ul LO O Ljj ........... VI 91 - .,Z9 . ............ .q o o r V*:. -I :F, . :A ..... ..... 7 "V-15 Z I Va 7P IWO." 1 (21 03-17aryfVO'2 fV-i"M 'A-V IL ul LO O Ljj ........... VI 91 - .,Z9 IL I JI ul LO O Ljj VI f I JI LO O Ljj - .,Z9 I JI LO I JI 7:11 -2,o 7 T r LJ L P 6, % -,(Ep.0".h9IV-*'Oor) 0 '71 Fc, 4-1 r i /.o 1!a --A P ..S 7!r. ADA" OBAON44V M3, tl MW 'el IS.YfagwuDnxLs bo "OUIX-30, 03AOYdJY .. '034S "I OL OMSOMY 3LI302VJ '—d R�U ,'QUN,3S-.l-OSS3wl9f. 13W 9 13315 SS319VI5 Y003111 IJlHOV3 39 l!VKS (SKS) SAWS lVL3H 133HS QHV SIlOV R027 -r OJIMWAIV'J 12 11WHS S'dVN "S U 0 v I JI! -1 U llV"s X310 occ�u f 34 2 30 YO 16f 5VI0rl00 39 11 -S SHY" 9.1 2;S AALLVMMU 01%044el 0-0310 OM3IDU OMU 3-, le ll�S IVIP—1 03L-3" SIM � '013 *SHIN AMVdWO3 X, .3HL JO blg�'WLCLL 3KI 10 %SZ iSV31 IV -�VAM3W z" ODOM O3AOW4V W HIM 0 IV 3WMS3� 29 bli SVI!)r= VIS, 0 G�,-. �mo3i sE i ... s o3sn n-. 0 12 X_ 3QVn V tUal Vjp aisn viomm M S333W IWMDAXW 3HI M %SZ Isvil 1V HIM b)LM 40 3OVv .01vasms 20 - GDOM-031 'I s7r. 7- 7.- 'P� v dA,e 'I'S*d Moll 3NnSS3Sd IIOS —A • 0 A 1�i Q3IaVdwc3 bouos aao"wNn'hUij No =vid 3v iiws S0OOj 4L 3 LaNr7v=uk co - I a SAVO CZ 4 TS*d OOD'Z UIKIW3 a Pon 9 /V//v6w 210 :'uX "So; 1 31 OPO -ut Do Up/ Do -flobf k -'ro 3. d.7 sr uf. do # 7 'yl(7 I/ -,.,o 112 tat/som'. Tj . . . . . . . . . . Y f A373 ^373 --7=,;T 0z"'y kv-zs-,y -aj.T vid 00r) L -j 7 D PDI!04�,o S*D S'U—NG.7 L -Z'7 223slyl 1307 6- Isod 0,( ppa �-T llo� ss--,vA.- -/ Io/ Ly 91-£909 0-.P. 71VYONYH Wn 7V WLSSo- C5-, —17o. •p Trod r W, SYS 9 *op opd Q� P-1 225- 1 OT I tic I 7 rj LJ L P -,(Ep.0".h9IV-*'Oor) 0 '71 4-1 r tic I LJ L P -,(Ep.0".h9IV-*'Oor) 0 '71 4-1 r ALUMINUM ROOF PANEL ig & NOTE: TOTAL WEIGHT OF ROOF SHALL NOT EXCEED 1.0 PSF ATTACHMENT CHANNEL SEE DETAIL O, DETAIL ©FOR SPLICE 1 1/2' SQ. SCROLL POSTS. SygL�ENGTy OF S I.S T I��S ��V107- ,IV � R:B,_ �� L��gNFT C71K fSc ,.. yf 1 r-\ /A TT NOTE, EACH COMPONENT IS INTER - IN CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. PROJ. = 12'-0' MAX. -4 ATTACHMENT CHANNEL MQBILEHOME V, SEE DETAIL 12' 1/4' M - O.H. a FASCIA, SEE DETAILS v� U X rn �. cW.i a INSTALL POST VERTICALLY x¢ X POST BASES, SEE Q& JQ f � 0 (u O 25' .67' .440' 40' 2,4' 70' g0' 1.48 3.00'4.50' + 4.50' 4.50' 4.50 3.U0�, — 24.00' 24II TRT -"VII PAN (ALUM. ALLOY 3004-1136 OR EQUAL / 0,02 M) iv1'.x .77' t .09R. CLS.) 67' CID 25' nJ S� ALL UNMARKED RADII .06R cru Il II POST AT If -OPTIONAL: II CANTILEVER BEAM II SEE DETAIL II II CONCRETE SLAB 0 (WHERE OCCURS) NATURAL GRADE NOTEi ATTACHMENT FOR SLAB, SAFTEY STAKE OR AUGER ANCHOR(D O & O WRAP-AROUND SCHEDULE I \_48 SMS AT EACH RIB (AT B'D.CJ MAX ALLOW. PROJECT-LA4' RAILS .06' RAILSMAG GUTTER R.F. H EXT. H EXT. 4'-8' 7'-0' 12'-0' i 4'-5' 6'-7' 12'-0' 4'-1' 6'-2' 12'-0' #10 SMS @18' O.C. 3'-11' 5'-10' 12'-0' x WALL CONNECTION SCREWS @ 8' 0.- 3'-9' 5'-7' 12'-0' ' 3'-6' 5'-4' 12'-0' R.F. ATTACHMENT rKu lc� uun-i STRIP OR EXT. HANGING RAILS BACK TO BACK, SEE WRAP-AROUND SCHEDULE. WRAP-AROUND PLAN MOBILEHOME AWNING STATE ❑F CALIFORNIA 10 PSF ATTACHED SECTION 020' THICK, TYP. O 8-x21/2- FLAT PAN W/(2) -WS MAXIMUM ROOF ALUM. ALLOY 3004-H36 PANEL SPAN 12' OPTIONAL DECORATIVE FASCIA (r WOOD, ALUM. OR HARDBORD > 3.00' st- —...I 3.00'sQt �rn ooh 2s: ---1.50' -- r1,50' 14'R TVP. —- 1.5' SQ. ALUM. POST MAG. POST ALUM. 3004-H36 3' SQ. ALUM POST 3' SQ. ALUM. POST 3' SQ.' ALUM POST ALUM ALLOY 6063 -TS ALUM. ALLOY 3004-H36 ALUM, ALLOY 3004-H36 rUSE @ 50' 3.00' OR 1 1 U2' BRACKET IV SQ. PDST IS 9'LON c.-rv� LIK 1 LC- - 1.5'POST x 10'-O'MAX HEIGHT & .375' @@ 3' POST x 14'-0' MAX, HEIGHT 0 0 0 75, I OLOA M 1' MAY BE USED. 0 062' @ EXTRUDED _ MATERIAL 3004-H36 ALUM, @ ROLLFORM ALUM,ALLOY .60' 6063-T6 ALUM, @ EXTRUDED 6063—T5 1.50' BRACKET O.070' TYP. B .070' BRACKET FOR 3' POSTS ,50' #10 WD. SCREWS @ 16'DC 1,50' W/1 1/2' PENETRATION MIN, INTO j078"ll t= 0.04' .06*SOLID WOOD-- , r o . a L_ �w WALL 2-#1?b 1/' EACH SIDE OF 3' A FASTENERS Al.) ' SQ. P SST (-T TU7 N H ALTERNATE- 1/4' B BOLT W/ WASHER cu EA, SIDE OF 3' SQ. POST 4 x.75' .oE I.LFASTENER,SEE DETAIL KO R❑LLFORMED HANGER 5DI ALUM,3004-H36 2 I �+ 1 1.10' . 12'-0' MAX, 7+ O 3' SQ. POST L_± 1 2.35' BRACKET AT BASE SIMILAR, 1 SEE DETAIL VO -ATTACHMENT. STRIPS OR HANGING RAILS, SEE SCHEDULE DO 2-#101c 1AL M.S. EACH SIDE *OF 3' SQ. POST (4 -TOTAL) ALTERNATE, 1/4'0 BOLT W/ WASHER EA, SIDE OF 3' SQ. POST ESO' Or3.00�0 3' SQ. POST 6.5"R.F. AS-CIA/3'P❑ST I I I \_48 SMS AT EACH RIB (AT B'D.CJ AT EA. CONTACT ALUM.ALyOY .20' - 5'. #10 SMS AT EACH ROOF PANEL PER DETAIL (WHERE OCCURS) FOR 90 MPH WIND USE, #10 x 3' PENS. WOOD #10 SMS @18' O.C. 810 SMS @ EA. CONTAC SCREWS @ 16' o.c. OR #10 1 1/2' PENE. WD. LOCK (AT 24'O.C.) y x WALL CONNECTION SCREWS @ 8' 0.- R.F. ATTACH STRIP ' SEE DETAIL QD c I I a Y I I FOR POST ¢ a Z FMAs R BRACKET, SEE DETAIL ¢ r ¢ Zo co cv) 1 c ® & © I 3'SQ. COL. I I ^L y =U' I I 3, SQ SEE CROSS SECTIONi = I I POST ' .040 SPLICE ALUM. ALLOY i i SEE DETAIL 30044136 FOR POST t METAL BASE CONN. IO SHIRRS AS REQ'D. NOTE: ATTACHMENT FOR SLAB, SAFTEY STAKE (2)N0.14 ' 3' SCOST Px O OR AUGER ANCHOR 10 (3 &@) S.M.S. 14'Z - MAX Hr. F POST CONN. AT WALL nG PEAKED ROOF DETAILS_8 DATE 20M D-0 KK FORMATTEDIAIlrOCAD FOX ENGINEERING INC. SCALE NONE .JAMES M. FOX, STRUCTURAL ENGINEER KAK JAMES G. FOX, CIVIL ENGINEER (562)8061' 8060 EGRAPH RD. DOWNEY, CA 90240 FAX: (562)927-2 RANGE AOCBSSOW BUMMG OR SIATICTURB 88A=AND SAFM COD$ DIVISfON U. mn .. APPROVED TO OORRSCITom NarEO APPR.O'OL DOES WWAV rRO W ZE OR AYMOP6 ANY OMI SSMN ORDHYIAnOMPROMREQOMRID. DMOFAPPLICAWZ W=LAWS AND REGULATIONS STAUMCAiRM" OPgCUS]NO AND COMMUNr YDEVE ¢ OPCODBSANI STANDARDS SPA NO. THISPLANAPPROVALFSPIRBS - ' R .281• #10 SMS @ PANEL LDCKS OR #8 SMS 4' AT EA. CONTACT ALUM.ALyOY .20' - 5'. 6063- 5 CONTINUOUS SPEED RAIL ROOF PANEL PER DETAIL (WHERE OCCURS) FOR 90 MPH WIND USE, #10 x 3' PENS. WOOD CHANNEL 810 SMS @ EA. CONTAC SCREWS @ 16' o.c. OR #10 1 1/2' PENE. WD. x WALL CONNECTION SCREWS @ 8' 0.- R.F. ATTACH STRIP ' SEE DETAIL QD O ' FOR 3' SQ. POSTS USE STD. POST BRACKET W/(2)-#10 SMS EA_ SIDE OF POST OR 1/4.0 BOLT THROUGH POST AND (2) 1/4" 0 x 11/4' RAWL DRIVE ANCHOR OR EQUAL 'I I ' BRACKET SEE DETAIL @ W/ /ERHAN 1 ) 1 1/2' SQ. 1 1 2-#10x1/2'SMS POST, SEE I PER 1 1/2' SQ. DETAIL B POST =R/BE I I I ALTERNATE, 1/4' 0 BOLT PER I I I POST. TOP CO CF - BRACKET "" CONN 1/4.0 x 1 114' RAWL DRIVE ANCHOR PER PER © IC80 ER -4514 OR EQUAL CONCRETE SLAB O JAMES M. Fox, SE 616 ROOF LIVE LOAD JAMES G. FOX, C-21543 10 P.S.F. SPA # 88-60 2 L2' PANEL / FASCIA BOARD EXIST. EAVES, RAFTER ALLOWABLE PROJ. EXISTING EA MAX. 12' OVERHANG Ll EXISTING EAVE CONNECTION EO 4'x4' WOOD POST REDWOOD, DOUGLAS FIR LARCH OR CEDAR (CONST. STRUT> GR.) ALL PRESSURE -TREATED WOOD OR FND. REDWOOD MARKED OR BRANDED BY AN APPROVED AGENCY SIMPSON PER LC.B.O. ER -5357 W/(3>-#10 x 1' EACH SIDE OF ANCHOR BOLTS (1)- 3/8'0 x 3' EMBEDED KWIK BOLTS KB -11 PER ICBG ER -4627. 4x 4 WOOD POSTANCHORAGE 8� 8289 ALPINE AVENUE - v SACRAMENTO. CA 85826 (916) 452-7021 (809) 736-4500 'CbLUMN PROFIIZ 4SCIA OJ S JOB NO. 02-0166 REVISION DATE 8-2002 SHT 1 OF 2 SPLICE WHE OCCURS 4' I—BEAM ALUM, ALLOY 6063—T5 SIMPLE SPLICE ik TYP. THICKNESS=.035' 6.36' II + + + MAG POST ALUM, ALLOY 6063—T5 412 S.M.S (24 TOT.) MAG. GUTTER ALUM, ALLOY 6063—T6 i 4.5' GUTTER kUM. ALLOY 6063—T6 ALL PANSt V1611#10 sMs @ LOCKS ❑R #8 SMS @ EA, RIB. ' 2.19' 2.57' #10 SMS @ EA, 2A8' CONTACT(TYP) ° Irt ,035' R.F. GUTTER FASCIA -ALUM, ALLOY 3004-H36 6,5' ROLLFORMED ALTERNATE GUTTER / HEADER / CANTILEVER BEAM (X) FULL MOMENT ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED O NOTE USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPUCE MAY OCCUR IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS SPLICES - ROLLFORMED & EXTRUDED FASCIAS Z- COLUMN, PLATE & BOLTS SHALL AOFESS,-, c BE GALVANIZED. @ SES G. p4/F FOR PDST TYPE & ^�` o' CONN SEE DET, 1/8' 2 1/8 0.21543 EXP. 9-30-2005 3/87 2-1/4' 0 B13LTS 1 ° ,r> Vo 0 1. 2' 4rFOFCrL:ti�CS��P PL. -2 3/4'x2'x10 GA. II A.S.T.M. A36 STL. 1.375• 7 GA, PL. (.18') 1/B• II 105 11/16' 6 ROD 3/16' ,1a 1040 STL. II 1.375' ALL PARTS PAINTED II �� Z -COLUMN, 12 GA, 'RUST—❑—LEUM' PER 20' II A.S.T.M. A36 STEEL GENERAL NOTE 7, SHT.2 1 3/8'x2'x1 3/8' OR EQUAL. /8• II 4' DIA. 9 GA. PL-12'x12'x12 ASTM A-36 HELIX STEEL EDDYING SHALL BE GA. ASTM A36 STL. 3/16' MANUFACTURED BY ABESCO. r STL. FTG, / 15' POST O ABESC❑ AUGER ANCHOR ( MOBILEHOME AWNING BATE 200180600 ° IGc FORMA=IAUTOC FOX ENGINEERING INC. STATE ❑F CALIFORNIA NONE JN R��ur�P•acoHF JAMES M. FOX, STRUCTURAL ENGINEER 10 PSF ATTACHED, e„ KAK JAMES G. FOX, CIVIL ENGINEER ELEGRAPH RD. DOWNEY, CA 90240 FAX COLUMN SPACING SCHEDULE O MAX. PROJECT, Wd t' WL L ❑N C❑NC, SLAB , SAFETY STAKE, OR AUGER ANCHOR PSF K=L/120 CH wv~�, 7'-0' �z 8'-0' ow 9'-01 10'-3° 10'-0' 9'_20 11'-6° 8'-4' 12'-0' 1 7/-B& ELITE STRUCTURAL SANDWICH ROOF PANEL P Wd t' WL L PANEL NCH PSF K=L/120 CH wv~�, �z ow 7.3 024 1# 12'-0' 3' � LSBE 1/4'.]2' NM 3' STRUCTURAL SANDWICH PANEL (ELITE OR APPROVED EQUAL) iMANOPACIMMUMM&NOmmHot a ACCwmawBUBDDIO OR STRUCTURE RM—AND SAM= COD$ INMON LT, PARS 2 .. . APPROVIM ... smm=TOOociifBCSTONS NOTED APPRONU DOWNOTAIImmm OR APPROVE ANY oMIssION ORMV=ONPROU REQUMEMEM OF APPLICABLB SLGB LAWS AND REGULATIONS SLANDA= l_'7— D 3 GENERAL NOTE, 1. ALUMINUM DESIGN PER 'ALUMINUM MANUAL' BY -THE ALUMINUM ASSOCIATION AND PER TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE CODE AND 1997 UNIFORM BUILDING CODE. 2. POST MAY BEAR ON CONCRETE SLAB IN LIEU OF FOOTING, CONCRETE SLAB SHALL BE A MINIMUM OF 3 1/2' THICK, IN 999D CONDITION AND APPROVED BY THE ENFORCEMENT AGENCY.. POST SHALL NOT BE INSTALLED LESS THAN 1/2' FROM EDGE OF SLAB AND SHALL NOT CARRY MORE THAN 500 POUNDS WHEN ON CONC. SLAB. SEE SCHEDULE OO FOR POST SPACING FOR NEW SLABr COMPRESSIVE STRENGTH IN 28 DAYS TO BE 2,500 P.S.I. MINIMUM. 3. SOIL MAY BE ANY NATURAL SOIL OR MEDIUM TO COMPACT FILL EXCEPT LOOSE OR ORGANIC TYPES. SOIL BEARING VALUE 1,000 P.S.I. 4. FASTENERS TO BE GALVANIZED OR CADIUM PLATED OR STAINLESS STEEL OR 2024-T4 ALUMINUM, 5. MISCELLANEOUS STEEL SHALL CONFORM TO A.S.T.M. A-36. 6. PAINT: 'RUST-O-LEUM' OR EQUAL RUST INHIBITIVE PRIMER AND FINISH COAT. 7. ALL ALUMINUM ALLOYS TO BE AS SPECIFIED, OR AN APPROVED EQUAL, S. ALUMINUM IN CONTACT WITH STEEL SHALL BE PAINTED WITH 'JONES- DABNET' ZINC RICH 392-151 PAINT OR AN. APPROVED EQUAL. 9 EACH PATIO COVER SHALL HAVE PERMANENTLY AFFIXED AN IDENTIFICATION TAG WITH THE -NAME AND ADDRESS OF THE MANUFACTURER, ROOF LIVE LOAD, HORIZONTAL WIND LOAD, WIND UPLIFT, APPROVAL AGENCY AND APPROVAL NUMBER. 12. SOLID PATIO COVER MAY BE ENCLOSED WITH OPEN MESH INSECT SCREENING AND / OR WITH READILY REMOVABLE 1/8' THICK (MIN.) PLATEGLASS, OR .115' THICK (MIN.) SHEET GLASS. PATIO COVER ENCLOSURES CONSTRUCTED OF RIGID MATERIALS SHALL BE APPROVED UNDER SEPARATE STANDARD PLAN APPROVAL. SCREEN ENCLOSURES AND WIND BREAKS MAY NOT BE ATTACHED TO COLUMNS. JAMES M. FOX SE 516 ROOF LIVE LOAD MOBILEHOME AWNING - ATTACHEDDURALUM JOB No. 02-0166 10 P.S.F. aMALPINE AVENUE INC• �IIS SPA REVISION DAM - JAMES G. FOX C-21543 SACRAMENTO, CA 95826 ## 88-60 .(916)452--702, (W9)73645M sHT 2OF2 G I APPROVED Butte Coun ealt ronmen� Al ENVIRONMENTAL HEALTH JAN D 6 2"�t- It 7 COUNTY CENTER DRIVE " v AND MARIA. RUDI) l C-1 0 0 l x. lz i 1. . P .wz T',L . � 17) 1 ^ r f7 ri �f m 1 F � �r T',L . � 17) 1 ^ r f7 ri 3AI80 83030 AIN(1001 cooz z I end i H11V3H IVAMN08U1N3 coq-0P-5WNJ t,-)16 zt2 916vro S6J315.',- !3N I Q -I I flkT 0:D I H::l Wo 6Z: T 1 ! E.- i z--I.:Dri r m � � y 3AI80 83030 AIN(1001 cooz z I end i H11V3H IVAMN08U1N3 coq-0P-5WNJ t,-)16 zt2 916vro S6J315.',- !3N I Q -I I flkT 0:D I H::l Wo 6Z: T 1 ! E.- i z--I.:Dri r 3AI80 83030 AIN(1001 cooz z I end i H11V3H IVAMN08U1N3 coq-0P-5WNJ t,-)16 zt2 916vro S6J315.',- !3N I Q -I I flkT 0:D I H::l Wo 6Z: T 1 ! E.- i z--I.:Dri H ELECTRICAL, MECHANICAL, SMI® PLUMBING 0 CONSTRUCTION ( NOT PLAN CHECK;^D � 0 -§HAL.LCOMPLY WITH CURRENT" EDITION � OF NEC, UTAK AND UPC. L H r d H T i 'D H m FX tie c?�07 L11 KFIVIAt AND mp�PIIA Rupp '�r�G :R 'nIn4q Q 10.S RD X0`1: gee the attached ecuarements /'�' alj 2' Pages p�-229i mC" N BUTTE OOUN 1 :r t° UILDIN0 ®EPARTW, FX tie c?�07 L11 KFIVIAt AND mp�PIIA Rupp '�r�G :R 'nIn4q Q 10.S RD