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068-346-024
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(0687346-024 - -T"-05 -05-91 1 I KELLEY, TINA i 4050 HIL -DALE AVE, OROVILLE Cont: OWNER NEW PRI DET GARAGE/SHOP 4 JZ t r SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER crF OFF OAV -ML6 JOB FINALED (Date) Qi 611" O5 :t Ur ;., Signature 5 f: 4. SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER crF OFF OAV -ML6 JOB FINALED (Date) Qi 611" O5 :t Ur ;., Signature J=OK 0 = Not OK + = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements. Date 2. - Soils; Special MH Support Sketch Card B-1 Date 3. Sewer; Location -Test -Fall -C/O -Concrete PERMANENT END SYSTEM (ONLY) ' 4. Water; Location -Test -Easement Needed (Sketch) 1. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/- P' L'ft. , /'Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect Blocking 8. Utility Clearance 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test` Date Card B-1 Date • Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except ff's 1. Zoning Requirements -Setbacks -Easements Gas and Electricity Tagged 2. Footings; Size -Spacing -Marriage Line 9: 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector Verify #`s with Office _ 6. Water; MH Test -Regulator -Connector - 7: Water -and S&wer"Connected-C/O to Grade -HD Approval '. 8. Gas and Electricity Tagged. Card B-1 ,Date. 9. Tie Downs -Type -Installation Cert. 10. Exits;, Insp.-Sketch 11. Cert. of Occupancy 4 MISCELLA S !Date DEC OVERS, CARPORT GARAGES (Plans) OK except #'s . Z�Requirements-Setbacks- asements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.: Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 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. Bones-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 r. Date.. , '-.-Card B-1 Date Card B-1 Date Card B-1 r&ACCOSE EIAvCZ> E&C,ccs Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) ' 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test` 6. Water; MH,Test. 7. Water and Sewer, Connected. 8. Gas and Electricity Tagged 9: Exits 10. License Decals 11. Verify #`s with Office _ Date Card B-1 ,Date. Card B-1 Date Card B-1 Date Card B-1 4 MISCELLA S !Date DEC OVERS, CARPORT GARAGES (Plans) OK except #'s . Z�Requirements-Setbacks- asements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.: Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 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. Bones-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 r. Date.. , '-.-Card B-1 Date Card B-1 Date Card B-1 r&ACCOSE EIAvCZ> E&C,ccs 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 Ftq.-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 ' • '. J. ' 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 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; Sixe & Anchors 23. Fire Sprinkler; Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 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. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 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 El Yes O 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 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 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 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Fumed 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 0 Yes D No/Walks 0 Yes 0 No/Planters 0 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BPO50591 . LICENSED CONTRACTORS DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/27/2005 APN: 068-346-024-000 the Business and Professions Code, and my license is in full force and effect. Site Address: 4050 HILDALE AVE ORO License Class : License Number: Map Index: Date: Contractor: Description: SHOP (768) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any -city or county which requires a Owner: KELLEY, MICHAEL AND TINA, permit to construct, alter, improve, demolish, or repair any structure, prior 4050 HILDALE AVE to its issuance:::also requires the applicant for such permit to file a - ; signed sfatement_thathe or she is licensed: pursuant to the,oroJisions of :: -- "OROVILLE, ,CA: the Contractors State`License Law (Chapter 9 commencing with Section 95966 7000) of'division.`3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis,•for:the-alleged exemption,. Any 530-533-5331 violation of •Section 7031.5 by any applicant for a permit subjects the ti . applicant,tb;a civil penalty,.'of not more than five hundred I, as•owrierof the property, or my employees with wages as their n sole compensation, will do the work, and the structure is not intended,ok,offered,.for.sale;.( eC..,7044„9usiness: and.. f?rofessions., __,,,,,,,,,,,,,,_,Applicant;.,KELLEY,,.MI.CHAEL,ANDTlNA..,,-:...._..:....... ... ..,,.,,...::,.,.;,.,: Code: The Contractors' State License: Law does not apply to an 4050 HILDALE AVE ..,owner;.of.property who,builds or improves thereon, and:who,does OROVILLE, CA. ouch work, himself or herself.or through his or her own employees, provided. that. such improvements. are not intended, or, offered for 95966 sale.- Ifhowever, the building'or improvements are sold Within`one 530-533-5331 year of completion, the owner -builder will have the burden of 'proving that he or she did not build'or'improve for the purpose of sale.). ❑:,....,I,• as::..owner-.of.:.the,.property:.am-exclusively contracting,. with; licensed contractors to con"struct''the:project (Sec. 7044, Business �; and professions Code:. The Contractors' State License Law does Contractor: •.-,not apply.to.an owner of property who builds or improves thereon, .:and who contracts for such projects with.. a: contractor(s). licensed pursuant.to.the Contractors' State License Caw.). ❑. :1'. am ExempLunder Article 3 of the Business and., Professions Code Owner: - License #: ' -WORKERS: COMPENSATION'DECLARATION ,:.. I hereby.affrm;underpenalty of perjury one of the following declarations:* ❑ I.have and 'will..maintain a certificate of consent to self -insure for workers'; compensation, as provided for. by:Section .3700 of the as Architect: Labor Code;.for:.the of the work .for which .this permit is issued.. ... - f�n (neer: ❑ ' I. have , and will 'maintain: workers' :compensation insurance, as required :by the Labor. Code, for -the performance of ..the:work.for-which this permit,is issued: My workers' compensation insurance carrier and policy number -.are' . Carrier: Total Square Ft: 768 S.F. Valuation: $18,432.00 Policy ft: Census Code: :: ::.::. _;..;,..:...„..:..:, ':..::... .:.:,. ....:.:.....:..: I certify that in'thi6 p�erformarfce "of tSi§ work: for "which this'permit is issued; -t shall not—.employ—any person' in :any manner so as to :become .subject: to_the workers' compensation laws of California, and agree..thaV if. I should: become. subject to the workers' compensation provisions of Section, 3700:.of, the Labor Code, I .shall forthwith;comply with those provisions. Date:: 7 S Applicant:.,;:: ,:. .... WARNING-'•' :.Failure” to" secure' workers' 'compensation `coveragb is: unlawful."andshall subject a('empioy r to criminal penalties. and one / L� -33 hundred , tttousantl dollars` $100:000), in 'to the cost r� (J addition of compensation, :damages as provided lbi- in' Section 3706 of the Labor code, interest, and attomey s,fees CONS•T.RUCTION LENDING AGENCY':. This permit is h by issued under the applicable provisions of the Butte Count Coda a rUor I hereby affirm that there is a construction lending agency for the Resolut�ns do work indicated above for which fees have been paid. performance of the work for which this permit is' issued (Sec 3097 Civ.) J Name: BY: -� Date: PERMIT EX PI / [� Z, Address: ON: . Dat O I hereby certify:that•the, use of this:facility.shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use, of hazardous materials... ❑ Notification in'accordance' With Sectioh 19827.5 of California 'Heallh 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached;are copies of,the-required E.P,A. notification forms.' I hereby certify,that I have read this application, that the above information; is correct, and that I am'lhe owner or the duty authorized agent of the owner, 1 agree to comply with all county and state laws relating to building. construction,:.I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize, representatives of Butte County too6n-t/err upon thie:%atiove mentioned property for inspection purposes. Print Name:`wj.caie.... �...!Fr��—r ! :- Signature: Date: :! .. .... - Owner',- ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor rlpc. c u•t u1: :3,4p western woods4l w:p ,Fuck 5303431124 ..r / AM APA AMb Certificate of Conformance, • Certificate 05 4 086, .THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable. standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products,— Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And' "GAP" 'Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY -CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing, facilityaubject toyregular audits in accordance .with the Engineered Wood Systems (EWS) Quality Assurance P,rogram., Routine audits include inspection of the -manufacturing process and evaluation of the in -plant OA.program with - adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. '• . �� � �d lel •.- G7 i� SEAL ' m " r by t•= Thomas G. Williamson Executive Vice President ,�'O,�ltq S H T G� Dam• ,.: ENGINEERED WOOD SYSTEMS ie a reimea corporation of APA - THE ENGINEERED WOOD ASSOCIArtom 7011 South 19th Street • P.O. Box 11700 • Tacoma. WA 9&111-0700 Telephone: (253) 565-6600 •. Fax Number. (253) 565-7265 �� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds r PERMIT NO. BPO50591 LICENSED CONTRACTORS DECLARATION r I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of !�Issued Date: 07/27/2005 APN: 068-346-024-000 the Business and Professions Code, and my license is in full force and Site Address: 4050 HILDALE AVE ORO Lifec centse Class: License Number: Map Index: Date: Contractor: Description: SHOP (768) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the fallowing reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: KELLEY, MICHAEL AND TINA—— - permit to construct, alter, improve, demolish, or repair any structure, prior. - . •-- ... 4 4050 HILDALE AVE to its., issuarice,_;also requires the applicant for such permit to file a signed statement th"M he or she is licensed pursuant to the provisions of.: ", 4; .: • "` .- .0ROVILLEA L : 4 the`Coptractors State'License Law (Chapter. 9 commencing wi1Fi Section-, ... r.. .CC,.. _ 95966 e 7000)4of=Division.3 of,the Business and Professions Code) or that he or. + . ;R she is exempt therefrom'and the basis ,forrthe_ ;alleged exemption. Any . 53.0-533 ;.5331 violation of §6Aon'7031 5 by any applicant fora permit subjects ttje- a applicant to'twit<penaJty, of not more than five hundred dollars ($500).)`'". ' s I,_as•ownerof the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended.o sale,.(SeF, 2044„Qusiness.an d,Profe.ssions., „„,,,,-„,•_.,Applicant;.vKELLEY,_•MI_CHAE__L,AND_._TINA,,�__. Code: The_Contractors' State License Law does not apply to an A 4050 HILDALE AVE ,.,owneq.of.property who;builds or. improves thereon, and who does himself OROVILLE, CA. ,,such work or herself or through his or her own employees, provided that. such improvements, are not intended or, offered for 95966 sale., If however, the building'or improv6ir e'nls'are sold within one 530-533-5331 year of completion, the owner -builder will have the burden of 'proving that he or -she did not build or improve for the purpose of sale.). ❑....[I,. as:. owner.,oL-. the,,property-,.am,, exclusively .contracting.. with. licensed contractors•to'.construct'the.project (Sec. 7044, Business ,;land Professions Code;•, The Contractors' State License Law does Contractor: -,,,pot apply to.an.owner ofproperty;who builds or improves thereon, And who;contracts.for such projects with a contractor(s);licensed pursuant;to_the Contractors' State License Law.). ❑ ,,I am Exempt;Under Article 3 of. the Business and; ProfAK'essions Code, a r. . Date. !.d�,Owner: I' License #:.:.'= 5WORKERS'.COMPENSATION•bECLARATION ;:: 1hereby,affrm.under•penalty of.perjury one of the following declarations: ,- ❑ 1 have and,will maintain a certificate of consent to self -insure for _ ....., • • M1' _ workerg'`,compensation, as provided for. by.Section.3700 of the Architect: Labor Code;.for.•the performance of the work for which .this permit - is -issued.,- <, ,.R.'a•C,..• u,r✓'•FL' w.:i. -.ate Engineer-�- <. .... <. •rs•s �..-.. ❑ I” have and will •mai_ ntain workersd'` ;compensation insurance, as .. .—• ..,. .r[ .� nct+rt . r i required-by.,Section:37.00-the Labor..Code,'for the performance -of the workjor.which this pernit is.issued. My workers' compensation insurance carrier and policy number,are:. - carrier: Total Square Ft: 768 S. F. Valuation: $18,432.00 Policy#: Census Code: I certrtfy that i,nihe.performarice of the work for whichtFiis'permit is r •• issuedi-f. shall- not.- employ -any' person.• in"any manner so as to :become subject.•to.the workers' comperisation .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 y forthwith comply with those. provisions. Date.. Applicaint:> WARNING:` Fai1'ure"to' secure "workers' compensation coverage is, unlawful;•and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000),' in addition ',to the cost" of G /•� 3l ' �' - Y y lr oCJ compensation, `damages as `provided form Section 3706 of the Labor code, interest, and attomey's fees,�� -CONSTRUCTIOWLENDING AGENCY•; - - I hereby affirm that there is a construction; lending agency for the This permit is h by issued under the applicable provisions of the Suffe Count Coda ? rVpr Resolufons do work indicated above for which fees have been paid. l performance of the work for which this permit is issued (Sec 3097 Civ.) l pD� Name: BY Date: T Address: PERMIT EXPI ON: (Dator O v 1 hereby certify.ihat•the,use�of this:facility. shall�comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, -handling and use, of hazardous materials. •. ❑ Notification'in-accoroarice with"Section 19827-.5 of Califomia Health & Safety Code is not applicable to the scheduled construction of this project. O Attached' are copies of.the required E.P.Q; notification forms.' 1 hereby-certify,that I have read this application, that the above informationis correct, and tliat I ambthe owner or the duty authorized agent of the owner: I to agree comply with all county and state laws relating to building construction,..I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby -Butte authorize, representatives of Cod^n�ty to eri'terupon the above mentioned property for inspection purposes. Print Name X�l1liC'A� C_ ' ✓f�N��/-'� Signature: Date., �: t7 . ",' =-.Owner' •• - ❑ Contractor 0 Agent for Owner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 11 A FEE WILL BE REQUIRED AT TIME OF APPLICATION \q; 1 q9 Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY* OWNER Last Name irsj_Name I G� City Address Address O O14, �o�A City State Zi Phone 53 -53 3 Fax E-mail ARCHITECT/ENGINE! Name Address City State cT6Zo � � � � � G, Phone Fax E-mail I State License '2 APPLICANT NAME CONTRACTOR Name City Address Zip City Fax State Zip Phone Planner Fax Lic. # E-mail 3 ARCHITECT/ENGINE! Name Address City State cT6Zo � � � � � G, Phone Fax E-mail I State License '2 APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLIPANT SIGNATURE X For off ic use only: Zoning Flood Zone /\I SRAYes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BP odd BIN # LOCATION API 0&?/f3/// J cO Property Address City Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's `ompensation must be shown at the time of permit issuance. LENDING AGENCY 3 OVER FOR SUBMITTAL REQUIREMENTS L K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: Sq. Footage O Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be reauired. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other epartment costs are not refundable. _ , ReTdii ved by: Amount: Bldg SRA Receipt #:�� (/ Sheriff 4,z 5- SMIP y O � Other Date: Date: f Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt'of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. - ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ` ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refundsican only be made upon written request by,the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits 'refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 .-y.-� .�. 1.,. _..,...:i.r,..,...-• �-�-�.{�,lh':�i!`•-.-rt,^'ck(l�o -.+� --rr.. ..r'�+ . '-.-r.,�--^..r... v.,•� / l� -..:. _. . COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:16 ASSESSOR PARCEL NUMBER QU r 3 err/ Proposed Building Use: S'/'t-c?� Counter Technician: C� Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. o 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . n/ 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. p►,J 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8: Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 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 1 Hazardous Material Form eJ Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. I 16. Other A&jP- _ Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ 4 ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ A ❑ 29. Erosion Control Plan Required........................................................................ ........ 1. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 2. City of Chico Plumbing permit .................. \ 23 California Department of Forestryplan approvalk7 al . Seer L4y,,--- � . CClanning approval (A) Use: )Parking: (C) Parcel Check: ontact Land Development about'_ Improvements, _ Drainage ......................... N26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept..... ...................... ❑ 28. Pre -Inspection for required....... 3 ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... \ ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... / A/ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of the above ii n)s and requirements for obtaining a building permit. Applicant: ''1 Date: 3 - /-�J 1. Index permit pplica ion for the above ' ms numbered: Plan Check Letter 2. Additional items fe' uir Contractor, designe , owner, as advised of the above data by phone, ❑ mail, ❑ counter, by Date: Contractor, designer, o Ser, was advised of the above data by ❑ phone, ❑ mail, ❑ counter,b. Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: n Date: Yellow: Building Division E.H. USE ONLY Plot Poen Attached Roar Man Attached Sant to B.D. / r; TO: Building Department x FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# , Plan Approved for: Sewage Disposal ✓ Water Supply: Public ✓ Private Well Clearance for dwelling. Other O Hold final for: Final clearance O.K. for: NOT �T;3A- G/ -I-- 2a�c Environmental HeaIQY Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OYDEVELOPMENT SERVICES BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 --�SCHEDULE OF RECEIPT OF FEES `• OWNER ISL L�- / `NA A.P. it &76 8 ~ L4 PROPROSED BUILDING USE DATE C� b � RECEIPT # - DATE REC. *�I. BUILDING PE T FEES $ O► QG� 2 ---Balance Due ................ / 1 -- 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 $360.00 =$ r Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES AP$51 paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHEC4 JEE L/ at at Building Division) -9 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. Co rcial (sq. ftg.) ......... X = $ Sq. Fig. Amt. �/� / 10. OTHER ��" "4866 ` � la 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 checkin ocess. APPLICANT i DATE 3 Y�— Pursuant to Govemment C e Section 66020, y u 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 dat of approval of the projector 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) { Butte Cou-n Depar&nent of Developrr1ent,�Se-Mees o�"Tr�o 7 County Center Drive ad �." ° Oroville, CA 95965 , (530) 538=7601 Telephone C (530) 538.7785 Facsimile cOUN'�y BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans: The Building Division will process the application through the plans examination process; as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to. the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation; as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: APN: Building site address: �o�' �L-- Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by. my submission of the above -referenced building permit application and my. signature below: S _N RE OF APP CANT DATE ,Copy to Applicant/EH/File K:Forms/BldgPermitwithouOearances 020705 j 0-- T 7- 0 \� o ° \\A°ouN��S �LIC WORD Department,,of Public .Works C o :u m y . o f B u t t e J. Michael Crurrip, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase li Construction Storm Water Permit and Storm Water Pollution Prevention -Plan (SWPPP) Acknowledgement rLESS THAN 9 ACREI Project Description -.-76 8 J Project Location and/or Parcel Number:y d � By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions -provided by law. Signed: Title: , Date: Less than 1 Acre NPDES & SWppp Compliance Certification Butte County Storm WaterManagemenCProgram Revised 5/24/04 r•.k'.as�:i.� �-a �:)�R.: ,;i .�_ i�:''iF°t4y Zi.�:` i{ i • '•i.:S:: '1,!.. • CTS[indR`"i :E C '� 'ffi-.a C? :.?:: ;. �tia�=.. �`2:wi`_,'n-5�'Cio:T� :'^;+;• *y+i+ a dtl.0 �- .�n,� Attention Property Owner: r An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information.at your earliest opportunity to avoid unnecessary delay in processing and issuing your, building'permit. No building permit will -be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property im rovement: YES [�] NO [ ]. 2. 1 HAVE [J HAVE NOT [ ] signed an application for a. building permit for the proposed ' work. 3:. I have contracted with the following person (firm) to"rovide the proposed construction- NAME:.. ADDRESS: PHONE: CONTRACTOR'S .LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: r PHONE: CONTRACTOR'S LICENSE NO: F 5. I will provide some of the woik'but I have contracted (hired) the following persons_ to provide the work indicated: NAME ADDRESS ' 1.r; ,PHONE TYPE OF WORK a VALE: J_y—off t + 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. _ r " ' Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION t BUILDING' GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. -If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). .For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they, are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Mic el C. Vieiri C.B.O. Majager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. I SITE PLAN REVIEW APPLICATION Date: �.22'2- 6SAP# 066— 3y& -o-1,meq Permit Number (if applicable) Q S—aJ APPLICANT INFORMATION Parcel Size: �V Q Owners Name: Owners Address: #4",GC at"t. Telephone No: S3 3 CSS - Situs Address: Proposed Use: ' Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel Mobile Home Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Min_ nie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential— on-residential.New NewCommercial , t ❑ Commercial Addition ❑ Commercial Remodel t ❑ New Industrial ❑ Industrial Addition '❑` Industrial Remodel Other ❑ Septic ._ , " ❑ Well: . - ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior'to Approval Site Plan Stamped Approved ' By Date ' Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: (n 60 7G D` 6'f) Index Date: moo" UO _ ❑ Sacramento River Reclamation District (Approval must be*obtained from the alifornia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: GP-� Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front , Side 5 Side Street Rear S r Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 ct , Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* 7 ❑ Parks/Recreation t - ❑ Roads ❑ Sheriff 0 - Drainage ❑ NCSP/CSA 87 . ❑ Chico Urban Area— Road Thermalito Impact _ ❑ Other r _ -----------------------------------------------------------------=-----------= � ---------------------------------------- Subdivision Map Special Fees ❑ Water Tender f ❑ Road Improvement A North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: Deed of Reference: Legal Access Required Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with Co ty Standards for Deed Creation:❑ No ❑ Yes Ct ` . Comments: ALick ' pa"— as No ❑ Yes No ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel F -I Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger El Obtain a Lot Line Adjustment El Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel. size required'by zone ❑ Meet current Environmental Health Department requirements --------------------------------------------------------------------------------------------- -------------------------------- Page 3 of 5. ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional 'and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development... Approved dust control measures are foundin the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa 0 Page 4of5 This information provided in this summary,is based on the'application information'and.on the best available data at the time .of review. CALarryslBuilding Permit Site Plan Reviewl.doc ; ` Page 5 of 5 t W I LLDAN ..r r. Serving Public Agencies ti April 12, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 Tel: (530) 538-7169 Fax; (530) 538-2140 ; 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com t Subject: ' Plan Review' Report Status: Approved Willdan Project No: 14353-1470 Jurisdiction Job No: 05-0591 Assessor's Parcel No: 068-346-024 Description: Kelley -Shop Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: * Plans: Two (2) copies sheet 1 of 1'dated Feb 2005 by Mark T and two (2) copies Site Plan on 8'/z x11 sheet undated. ' * Truss Calculations: Two (2) copies dated 2/14/2005 by Endeavor Homes The plans have been stamped with the Willdan approval stamp and dated the date of this letter. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. Cc: Alice Mefford, amefford@buttecounty.net Michael & Tina Kelley, 4050 Hildale Avenue, Oroville, CA 95966, Phone (530) 533-5331 ..a w Ti _i .y Type of T e of ' YP YP Specific Use Sprinklers P P Stories Total S Ft 9 r ti: ti Occu anc Construction a :.. Detached Shop U-1 V -N '.No • . ' W I LLDAN . /Garage 4 t Serving Public Agencies ; 4 APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building 1 l t Standards Code found in the California Code of Regulations, Title 24: r 3 • Part 2, known as the California Building Code and'abbreviated herein as "CBC". - F; i • . Part 3, known as the California Electrical Codeandabbreviated herein as "CEC". i • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC". l • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC". • Part 6, known as the California Energy Code; and Energy Commission Standards, and abbreviated herein as "CECS": CODE ANALYSIS Our plan review revealed the following information regarding' th'e occupancy designation, type of construction, and other pertinent features.• This information is consistent with that shown on the plans and permit application. .; r Type of T e of ' YP YP Specific Use Sprinklers P P Stories Total S Ft 9 r ti: ti Occu anc Construction a :.. Detached Shop U-1 V -N '.No • . ' 1 768 /Garage 4 t P , CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, 'requirements and approval of other .departments and/or agencies` that have jurisdiction over this project: 2. Revisions and notes as red -lined on -the plans.', ` SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 170.1. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals: ' + s * . •i Sincerely, Rick Essenwanger ' t Plans Examiner II ` t .Pae. 2 of 3+ .. Butte County 05-0591. .? Willdaa 14353; 1.470..PC.L.F SITE PLAN ............ ...... 7 ............ ..... . ............ ..... . .................. .............. ..... . ............ ...... ...... ............ ...... ................... ............. ...... ............. ...... ...... ...... .................................................. ...... ..... ...... ...... ..... ....... * ...... ............. ...... ................... ..... z ............. 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Assessor's Parcel Number. 10 F�] E - ❑[j] El EO ❑- FE -1) F51L 2 scale: 1 Owner Name LCAA EI KIE Ile %4 Address / Phone No. `to SOAAML A1)f,.--QaQ j4-:7 5733- 533 f I Site Location Contact: Name SNA Phone I FOR OFFICE USE ONLY PROVIDE FOR ALL Zoning: ADJACENT PARCELS SIZE (AC): General Plan Desig: ZONING: Size, Acres GEN PLAN: 4.CKr USES.: J. ., a ' I . � ` ..^ •' /. �. I '« * / w . . m Al.- OEA- ver5 <T76 3E. 4-x12 _ ', y .. • ' - I �D� c�'T�' (� g�r�:t: �rta;IW 1 �1`�� 1 Gam-' I� r�� .�j ; •�7G�. • ` „e � • � . • L;l)o + _ , 4,0 �e �'� 32'-0° " • � 1, �• V t .. • // � moi'.. 4 al ' i� APPROVED Butte Courtly nmentatpeam ate - , i9netur DATE IOW Dy SCALE DRAWN �( r` A 7, . SHEET !� • I r _ , OF SHEETS ' - CIF SITE PLAN ��� - 056)1 a ................._. .:..............._..... _. i ..............._.................._.................. ..... «........... ............. .. .. _ .. .. .. .. .. . .. _ .. _ ... DEvL�� . . . . . . . . . . . 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J. .. .. .. .. .. ,� .. - ..:...... . . . . . . . . : : . . . . . . . . . . . . . . . . . . -� . .................. .........: . . . . . . : . . . . . . . . .. .. .. _. .. .. .. .. .. .. .. ............ .. ............ ...................................... .. .. .. .. .Ri 3..�,. .. .. .. ............ .. .. .. .. .. .. .. .• { w I �5 LA 1S• j. > _` . ED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : . . . . . . . . . . . . . . . : . : : : . . . . . . .. .. .. . .. .. . .. .. .. . . . . . . . . . . . . . .. .. .. .. .. .. ................. .. . . . . . . : . . : . . . . . . . .: Assessors Parcel Number. Q © ® — 0 © © - a ® a Scale: 1" _ Owner fame ► t � �/v►��u�E) K� �(e y Address / Phone No. `tos o A{W4?_ Aon oa00,14-:77— 533- 533 I Site Location Contact: Name 1. NA KEV IIEy Phone 533-533 1 FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: EXCERPTS FROM CHAPTER 23 TABLE 23 -II -13 -I -NAILING SCHEDULE DV -I e, 2001 CALIFORNIA BUILDING CODE CONNECTION NAILINGt 1. Joist to sill or girder, toenail 3-8d 2. Bridging to joist, toenail each end 2 -id 3. 1" x 6>' (25 mm x 152 mm) subfloor or less to each joist, face nail 2-8d 4. Wider than 1" x 6" (25 mm x 152 mm) subfloor to each joist, face nail 3-2d 5. 2" (51 mm) subfloor to joist or girder, blind and face nail 2.16d 6. Sole plate to joist or blocking, typical face nail 16d at 16" (406 mm) o.c. Sole plate to joist or blocking, at braced wall panels 3-16d per 16" (406 mm) 7. Top plate to stud, end nail 2-16d t. Stud to sole plate 4-8d, toenail or 2-16d, end nail 9. Double studs, face nail 16d at 24" (610 mm) o.c. 10. Doubled top plates, typical face nail 16d at 16" (406 mm) o.c. Double top plates, lap splice 8-16d 11. Blocking between joists or rafters to top plate, toenail 3-11d 12. Rim joist to top plate, toenail gd at 6" (152 mm) o.c. 13. Top plates, laps and intersections, face nail 2-16d 14. Continuous header, two pieces 16d at 16' (406 mm) o.c. along each edge 15. Ceiling joists to plate, toenail 3-8d 16. Continuous header to stud, toenail 4- 17. Ceiling joists, laps over partitions, face nail 1 3-16d 1S. Ceiling joists to parallel rafters, face nail 3-16d 19. Rafter to plate, toenail 3-gd 20. 1" (25 mm) brace to each stud and plate, face nail 2-gd 21. 1" x It" (25 mm x 203 mm) sheathing or less to each bearing, face nail 2-2d 22. Wider than P' x g" (25 mm x 203 mm) sheathing to each bearing, face nail 3-8d 23. Built-up corner studs 16d at 24" (610 mm) o.c. 24. Built-up girder and beams 20d at 32" (1113 mm) o.c. at top and bottom and staggered 2-20d at ends and at each splice 25. 2" (51 mm) planks 2-16d at each bearing 26. Wood structural panels and particicb02rd2: Subfloor and wall sheathing (to framing): 1/2" (12.7 mm) and less 6d3 19/3i'-3/4" (15 mm -19 mm) 9d4 or 6d5 7/8"-1" (22 mm -25 mm) 2d3 11/s"-11/4" (29 mm -32 mm) 10d4 or gds Combination subfloor-underlayment (to framing): 3/4" (19 mm) and less 6d5 7/g,,-1" (22 mm -25 mm) gds 11/="-11/4" (29 mm -32 mm) lOd4 or 8d5 27. Panel siding (to framing):2 1/2" (12.7 mm) or less 60 5/s» (16 mm) gdfi 29. Fiberboard sheathing:? 1/2" (12.7 mm) No. 11 ga.• 6d4 25/32» (20 mm) No. 16 ga.9No. 11 ga.= 11d4 No. 16 ga.9 29. Interior paneling 1/4" (6.4 mm) 4d10 3/=» (9.5 mm) 6d11 -k.ommon or Dox naus may oe uses except where otnerwtse states. 2Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are 411 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Sections 2315.3.3 and 2315.4. Nails for wall sheathing may be common, box or casing. 3Common or deformed shank. 4Common. 5Deformed shank. •Corrosion -resistant siding or casing nails conforming to the requirements of Section 2304.3. ?Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports. sCorrosion-resistant roofing nails with 7/1i -inch -diameter (11 mm) head and 11/2 -inch (33 mm) length for 1/2 -inch (12.7 mm) sheathing and 13/4 -inch (44 mm ) length for 25/32 -inch (20 mm) sheathin&conforming to the requirements of Section 2304.3. 9Corrosion-resistant staples with nominal /1e -inch (11 mm) crown and 11/= -inch (29 mm) length for 1/2 -inch (12.7 mm) sheathing and 11/2 -inch (39 mm) length for 25/32 -inch (20 mm) sheathing conforming to the requirements of Section 2304.3. 1OPanel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. 111'anel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. 1-212 2001 CALIFORNIA BUILDING CODE EXCERPTS FROM CHAPTER 23 -,os STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULtI `Applies only to mean roor ncrbn- up — .1- 2The roof fastening zones are shown below: 4 4 FT 5 FT. (INCLUDING 1 FT. I OVERHANG) u ROOF RIDGE For SI: 1 foot = 304.9 mm. 3Edge spacing also applies over roof framing at gable -end walls. 4Use 9d ring -shank nails in this zone if mean roof height is greater than 25 feet (7600 mm). 1-213 NAILS id common PANEL LOCATION Panel edges3 Panel field I 6 6 ROOF FASTENING ZON 2 Fastsning Scheiulo (inches on center) x 25.4 r*r mm 6 6 3 44 64 WIND REGION Greater than 90 mph (145 km/h) id common id common Panel ed es3 6 6 g 4 Greater than $0 mph (129 km/h) to 90 mph (145 km/h) Panel field 12 6 6 Panel ed ges 6 6 612 f0 mph (129 km/h) or less Panel field 12 12 ..s raver 15 feet 00 700 mm). the nailinit shall be designed. `Applies only to mean roor ncrbn- up — .1- 2The roof fastening zones are shown below: 4 4 FT 5 FT. (INCLUDING 1 FT. I OVERHANG) u ROOF RIDGE For SI: 1 foot = 304.9 mm. 3Edge spacing also applies over roof framing at gable -end walls. 4Use 9d ring -shank nails in this zone if mean roof height is greater than 25 feet (7600 mm). 1-213 NOTES.• 1. FOOTINGS TO BE EXCA VA TED INTO UNDISTURBED SOIL TO DEPTH D--MtNIMuM 2. ANCHOR BOLTS SHALL BE PERS CZC SEC. AnzwSdf'. (p 180[e• !.. i 6" MIN FLOORS 8 D ONE 12" 12" TWO 15" 18" f COUNTY BUILDING DWISION APPROVED RED WOOD OR II I 1--, J 1/2" SLAB Mt M tMV M D I •F- -* 4' Shy B �� SLAB ON GRADE FOOTING R£VOA7£ SCALE J/4 -1 '-0' DA TE' 4192 TYPICAL RESIDENTIAL FOUNDA TION DETAILS r 2 BUTTE COUNTY BUILDING DEPARTMENT DWG: STDFTG1 STD 12.1 9.12 NUy 1995 RECEIVED MAR 10 2005 WILLDAN MARYSVILLE OFFICE LZ c 7- 0 77 m._ ,- . N o, iF I ,Z 7 L TRUSS SCHEDULE Project: Mick Kelley County: Butte Contractor: Endeavor Homes Date: February 14, 2005 Roof: comp Plan: 24 X32 Garage Snow: 0 Drawn By: MT Tail Cut: Plumb Descdption Nor.- T�WI11 1 1311val Project: Mick Kelley County: Butte Contractor: Endeavor Homes Date: February 14, 2005 Roof: comp Plan: 24 X32 Garage Snow: 0 Drawn By: MT Tail Cut: Plumb M if �(i,,7KK,AI wo EndcavorHomes PO Box /,*-f,7 ormill", ca-95,qerl &.30),f.31-0-300 Job Truss Truss TypeQty TCLL 16.0 Plates Increase fly MIckKelley TCDL 10.0 Lumber Increase 1.25 5C 0.06 BCLL 0.0 Rap Stress Incr YES R1525201 20X32 Al COMMON 2 1 TOP CHORD 2 X 4 DF NO.l&Btf G Horz(TL) 0.00 BOT CHORD 2 X 4 DF No.1 &Btr G n/a n/a Jeb Reference o tional Endeavor Homes, Oroville, CA 95965 6.100 s Sep 17 2004 MiTek Industries, Inc. Mon Feb 14 08:47:12 2005 Page 1 2-" i 12-0.0 24-0-0 I 26-0-0 240,0 12-0.0 12-0-0 2-0.0 Scala = 1:45.4 a��Q�ddd �4atowin gNicning N a1 3x4 = 2x4 = 2x4 = 3x4 _ 3/ 3e 30 3" 33 JG - - ce ce c, c. a., - - r.r. - - LOADING (psf) SPACING 2-0-0 CSI TCLL 16.0 Plates Increase 1.25 TC 0.16 TCDL 10.0 Lumber Increase 1.25 5C 0.06 BCLL 0.0 Rap Stress Incr YES W5 0.01 BCDL 10.0 Code UBC97/ANSI95 (Matrix) LUMBER n/r s0 TOP CHORD 2 X 4 DF NO.l&Btf G Horz(TL) 0.00 BOT CHORD 2 X 4 DF No.1 &Btr G n/a n/a WEBS 2X4DFStdG OTHERS 2 X 4 DF Std G 5x5 = 24-M DEFL in (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.02 21 n/r 120 MT20 220/195 Vert(TL) -0.03 21 n/r s0 Horz(TL) 0.00 20 n/a n/a Weight: 124 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=236/24-0-0, 30=76/24-0-0, 29=7W4-0-0, 22=110/24-0-0, 23=96/24-0-0, 24=96/24-0-0, 25=96/24-0-0, 26=96/24-0-0,27=98/24-0-0,28=64/24-0-0,37=1 10/24-0-0,36=96/24-0-0,35=96/24-0-0,34=96/24-0-0, 33=96/24-0-0, 32=98/24-0-0, 31=64/24-0-0, 20=236/24-0-0 Max Horz2=12(lood case 3) Max Uplift2=-74(load case 3), 23=-25(load case 4), 25=-3(load case 4), 26=1(load case 4), 27=3(lood case 4), 28=-5(load case 4), 36=-25(load case 3), 34=-3(load case 3), 33=-1 (load case 3), 32=-3(load case 3), 31=-5(load case 3), 20=-75(load case 4) Max Grav2=236(load case 1), 30=76(load case 1), 29=76(load case 1), 22=130(102d case 2), 23=96(load case 7), 24=96(load case 1), 25=96(load case 7), 26=96(load case 1), 27=99(lond case 7), 28=65(load case 7), 37=130(load case 2), 36=96(load case 6), 35=96(load case 1), 34=96(load case 6), 33=96(load case 1), 32=99(load case 6), 31=65(load case 6), 20=236(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-3=-34/13,3-4=-1&/15, 4-5=-16/27, 5-6=-16/36,6-7=-1@/45, 7-8=-16/54, 8-9=-16/64, 9-10=-10/71, 10-11=-17/68, 11-12=17/68, 12-13=-10170, 13-14=-16/62, 14-15=-16/52, 15-16=-16/41, 16-17=16/30, 17-1i=-16/21, 16-19=-18/10, 19-20=34/113,20-21=0/32 BOT CHORD 2-37=0/43, 36-37=0/43, 35-36=0/43, 34-35=0/43, 33-34=0/43, 32-33=0/43, 31-32=0/43, 30-31=0/43, 29-30=0143, 28-29=0/43 ,27-28=0/43, 26-27=0/43, 25-26=0/43,24-25=0/43,23-24=0/43,22-23=0/43, 20-22=0/43 WEBS 10-30=-53/0, 12-29=-53/0, 19-22=90/6, 18-23=64/24, 17-24=-70/16, 16-25=-69/18, 15-26=-70/17, 14-27=-71/20, 13-28=-50/15, 3-37=-90/6, 4-36=44/24, 5-35=-70/16, 6-34=-69/18, 7-33=-70/17, 8-32=-71/20,9-31=-50/15 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 R above ground level, using 6.0 psf top chord dead Ii and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanlins, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure 5 ASCE 7-93 per UBC97/ANS195 If and vorticals or cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL Increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind leads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gat End Detail" 4) All plates are 1.5x4 MT20 unless otherwise indicated. y%affi4LAjr"4yr;fo2ntinueus bottom chord bearing. February 14,2005 4 t/ARMNe - [ertftr iedgn Fanamean ani Ride NOMS ON TWS AN! INCZXDZB 1NTM RIFERENCa FAGB AW -7473 2r"nZ EWX 7777 Greenback lane a..• Design valid far use only with MRok connecters. This design b bassi only upon parameters shown, and k ter an Individual buildingcomponent. Suits toe Applicability of design parementers and proper Incorporation of component is r"onsibily, of building designer- not truss desiner. Bracing shown Citrus HelghM, CA, {5NO "for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidence regarding fabrk;ation, quality control, storage, delivery, erection end bracing, consult ANSI/fRl QualMy Criteria, BSI -69 and ICSH building Component MiTek Safety Information svaleble from Truss Plate Institute, 583 D'Onefde Drive, Madison. W1 5371 f. Job Truss Truss Type City fly MickK*Ilsy 20X32 Al COMMON 2 1 R1525201 Endeavor Homes. Ordvillo. CA 15965 Job Reference (optional) .. r vv o oeP 1 r cuu+ mi t •k Industries, Inc. Mon "Ie 14 08:47:12 2005 age 2 Q NOTES 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard BUTTE COUNINITYr BUDDING DIV1MN APPRQVEW --- WARMS. IerM "Wgn FerarruMre and RPA ROTaa ON Tlla AND D7CLDaaD AUTrX REFERENCE FAOa AUT -7473 J0MRa Vag. 7777 Greenback Lane Design valid for use only with MIT*k connecters. This design b based only upon parameters shown, anal Is for an Inaividuel building component. suit. 109 Applicability of design paromenters end proper Incorporation of component b respereibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 8581IN! Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the respensibill1ty of the *rector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For generef guidance regarding fabdcetln, quality control, store@*, delivery, erection end bracing, consult ANSI/Tnl Quality Criteria, DSB-99 and aCS11 wnding Component M iTek' Safety Informttan frl aavailable from Truss Plate Institute, 583 D'Onao Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply MickK.11ey 20X32 A COMMON 15 1 R1525201 Endeavor Homes. Greville. CA e5965 64 »99 360 Job Reference • tional - .y 1 r 4vu9 mr, eR rnuuitnov, mc. Mon 1.613 14 Oa:47:10 2005 rage 1 2 0-0 6.4.14 12-041 17-7-2 24-M 26-0-0 2-0-0 64-14 5-7-2 5.7-2 6-4-14 2-0-0 Scale = 1:45.4 04 = 3x4 = 6-3-4 7-5-6 SxG = 8-3-4 sxo = I9d LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.10 64 »99 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 NC 0.42 Vert(TL) -0.24 64 »99 180 NCLL 0.0 Rep Stress Incr YES WN 0.23 Horz(TL) 0.05 6 n/a n/a DCDL 10.0 Code UDC97/ANSI55 (Matrix) Weight: 94 lb LUMBER TOP CHORD 2 X 4 DF No.I&Btr G NOT CHORD 2 X 4 DF No.1 &Btr G WENS 2 X 4 DF Std G REACTIONS (Ib/size) 2=965/0-3-8,6=965/0-3.8 Max Horz2=12(lood case 3) Max Uplifl2=-30(load case 3), 6=-30(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-1977/0, 3-4=-1745/0, 4-5=-1745/0, 5-6=1977/0, 6-7=0/32 NOT CHORD 2-9=0/1$22,8-9=0/1249,6-8=0/1822 WEDS 3-9=327/68,4-9=0/573,4-8=0/573,5-8=-327/68 BRACING TOP CHORD Sheathed or 4-7-2 oc purlins. NOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have boon considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 R above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 R with exposure N ASCE 7-53 Per UNC87/ANSI55 If end verticals or cantilevers exist, they aro exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase Is 1.33, and the plate grip increase Is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard BUTTE COUNTY BUILDING DIVISION APPROVED �oQ?,OF ESS/pN�` ONO yG Fy y 2 Tn 09919 T ©VS- -• • . -..�, OF February 14,2005 0 WARMNe - Rr% di'Mfn )aramet. and NLAa NOM ON TWN AND SFJ Jp7ZN JWZRWCX PASS AM7473 ZZ"Jtz r/ai. 7777 Greenback Lane Design velle for use only with MiTek connecters. This slogan Is based only upon parameters she", and is for an individual building component. Suite 106 Applicability of design paromenters and Weper incorporation of component k responsibility of building designer- net truss designer. tracing shown Citrus Heights, CA, 95910 � Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the rosponsibillity of there .rector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, eSB-89 and ICSII Building Component M iTek' Safety Information available from Truss Plate Instituto, 583 D'On ,frio Drive, Madison, wl 53719. CDF FIRE SAFE REQUIREMENTS -' AP# (s7 0 �",� �'-02� PERMIT # 05- Q c���., , NAME l� Under authority of Public Resources Code Sec. 4290, the following checked items are required Fire Department a of this permit. These requirements a D by the Butte County and made part be superseded by Butte County local regulations, which equal or exceed minimums and may h these standards. Butte County Building Inspectors will make compliance inspections. , Drivewav Standards Surface. ->>All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans z 4.. and fire apparatus weighing up to 40,000 pounds. • [X1 Grade. Not to exceed 16 percent unless paved. I f r Radius i Driveway [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet feet and additional surface width of 4 feet shall be added to curves of 50-100 radius; 2 feet to those from 100-200 feet. i Pq The length of vertical curves in roadways exclusive of gutters, ditches and r drainage structures designed to hold or divert water shall be not, less than 100 _ feet radius. R k pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. Shall be of 10 feet wide and 30 feet long with a minimum Pq Turnouts. a minimum . , 25 -foot taper on each end - 1 pq Width. ., All driveways shall provide a , minimum 10 -foot ,traffic lane and unobstructed vertical clearance of 15 feet along its entire length. �: v V pq Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in T ' length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates , 1. feet wider than the roadway Gate entrances shall be at least two they serve. M �.. ..,.... __,... _. _..__�... 2 ----- The gates must be located at least 30 feet from the roadway and - f°A shall open to allow a vehicle to stop without obstructing traffic on _. _. _ . ,._. _ ... _... the roadway. x E _ none -way road with a single -traffic lane provides` - . entrance, a 50 -foot turning radius shall be used � T a f Setback for Structure Defensible Space t . [Xj _'Maintenance* of Defensible Space. To ensure continued maintenance of ; properties in conformance with these standards and measuresand to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [ ] , 14. ` All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and ,accessory buildings from all property lines and/or the center of the road. F 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See 'Other Requirements below. y' pq Disposal of Vegetation and Fuels: Disposal, including chipping, burying, rburning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and r... fuels caused by site development and construction, road and driveway construction. i r " Disposal shall be `completed prior to completion `of road construction or final building permit inspection. z Other Requirements (]' If Building Setback is 15 to 30 Feet: ✓ Class A or B roof r t - ` ✓ Enclosed eaves If Building Setback is Less Than 15 Feet — A h ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: E3 Metal or no doors on side toward property line with Insufficient setback i - o Interior automatic sprinkler system per NFPA 13D u . Glass area not to exceed 10% of wall area toward property line with insufficient ,•. setback i i o Siding from the following list o Stucco — 3 coat o Hann -Board or Plank o Masonry o Masonry Veneer Metal t ; o Other Butte County Fire Department approved materials s Date Signature C D F F I R E R E Q U I R E M E td T S