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069-190-031
RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2007-0010411 Recorded I REC FEE 10.00 Official Records I County of I COPIES 2.00 Butte I CONFORMED COPY 1.00 CMM J. SRUBBS I County Clerk-Recorderl I 1 DD 011:10M 02-1ar-2007 1 Page I 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. MARTIN SORENSEN BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 10 VIA MORRO CT. 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS CHICO BUTTE CA 95928 OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP 120 KOKANEE DR 05-1970 (530) 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT BUILDING PERMIT NO. TELEPHONE NUMBER OROVILLE BUTTE CA 95966 02/01/2007 CITY COUNTY STATE ZIP SIGNATURF6#F LOCAL AGENCY OFFICIAL DATE SAME NONE UNIT OWNER (if also property owner, write "SAME" DEALER NAME (if not a dealer, write "NONE") SAME NONE MAILING ADDRESS DEALER LICENSE NO. SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION CHAMPION HOME BULDERS 2003 ST524-2 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER 0090452414354A/B 54'X 11'8"/ 56'X 11'8" RAD1387441/2 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION: ASSESSOR'S PARCEL NUMBER: 069-190-031 SEE ATTACHED HCD FORM 433(A) REV 8/91 WHITE —County Recorder CANARY — HCD PINK — Applicant GOLDENROD— Building Dept. Escrow No.: 05 -107451 -CC Locate No.: CAFNT0958-0958-0001-0000107451 75t1e No.: 05.107451 -BD EXHIBIT "A" THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA, COUNTY OF BUTTE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: Lot 60, as shown on that certain Map entitled, "KELLY RIDGE ESTATES UNIT NO. 3", filed in the Office of the County Recorder, of Butte County, California, on July 26, 1974, in Book 43 of Maps, at Page(s) 44, 45, 46, 47 and 48. NOTES I i RESIDENTIAL PERMIT NO. 069-190-031 05-1970 SORENSEN, MARTIN 120 KOKANNEE, OROVILLE Cont: TROY LEONARD M/H(EX, PERM FND) d 5 - !97/ GA/t,^ PERMIT RENEWAL DATE: F' 1S -6G ` BP# G S—I T70 EXPIRES:_ VZ4 -e7 r /� 4 L /� 4r SPECIAL CONDITIONS CHECKED + BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER e M �3 U 4 .1 JOB FINALED (Date) ' t� Signature fi J =. OK 0 = Not OK = Not Applicable ' MOBILE HOMES . =Not Readyeady Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch ewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete as; Location -Test -Wrap;-/ P' L -ft. / P Nat or /3/�( /" L "ftl/8 P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date q-7 -C, S 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 ootings; Size -Spacing -Marriage Line as; MH Test -Demand -Valve -Connector 12 ` 4- Electricity; MHTest-Crossovers-Breakers-Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Vlater, MH Test -Regulator -Connector' . Water an -C/O to Grade -HD Approval Ga�san ectricity Tagged to Downs -Type -Ins a ton Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date -o.j Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Z ning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line . Blocking Ae< as; MH Test -Demand -Valve 5. Electricity; MH Test 6. Wier, MH Test ater and Sewer Connected man ectricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date 05 Card B-1 'S . Date Card B-1 Date Card B-1 Date Card B-1 R AD WIC 4t 4-2 44 ,S�ert�.� oo°�-o�l-Sz4-143S�f Qo,M , Y,1, 03 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-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 OK g Not OK Not Apprigble RESIDENTIAL, (Single & Duplex) Not Ready )ate UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ / 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-Frtting-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 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 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 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 AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI 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 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 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. Fumace-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, 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 AFlue-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. Dud 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.FI.)-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"ve D Yes D No/Walks O Yes O No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE -7 OWNER 0 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date t ` REV 4/05 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE..... . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 4` 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 19E N Z2 .. OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. 7A ZAz4 Date // — �S Inspector REV 4/05 Phone # �3 7 /� FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 05-I��� OWNER S PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Pte_ 36 e I" Date ct -3— V5r Inspector 1 REV 4/05 Phone # 5 3 S- 7-& o I FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE t. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ' 7 County Center Drive • Oroville, CA • (530) 538-7541 E' CORRECTION NOTICE j ZZL/y OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at t the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. V I r ( � '1 Date 2--z-2--z-f / �y -7 Inspector REV 4/05 Phone #/� FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDINGIPERMIT 24 HOUR INSPECTION #.'(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO51970 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/26/2005 APN: 069-190-031-000 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. �J -7 Site Address: 120 KOKANEE DR ORO License / Class: % License Number: Date: � Map Index: G' �� OWNER -BUILDER DECLARATION Description: MH ON PERM FDN(1283) I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: SORENSEN, MARTIN permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 10 VIA MORRO CT signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section CHICO, CA 95928 7000) of Division 3 of the Business and Professions Code) or that he or (530)896-1346 (530)896-1346 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the martin.sorensen@sbcglobal.net applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Applicant: SORENSEN, MARTIN intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of properly who builds or improves thereon, and who does 10 VIA MORRO CT such work himself or herself or through his or her own employees, CHICO, CA 95928 provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one (530)896-1346 (530)896-1346 year of completion, the owner -builder will have the burden of IObal.netSbC proving that he or she did not build or Improve for the purpose of martln.SOrenSen @ g sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business Contractor: MAJESTIC HOMES and Professions Code. The Contractors' Stale License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed PO BOX 361 pursuant to the Contractors' State License Law.). 95916-0361 ❑ 1 am Exempt under Article 3 of the Businos and Pro sions Code 530-589-4261 ��/,�1 Date: r�G Owner: WORKERS' COMPENSATION DECLARATION License #: 759575 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: . Carrier: Total Square Ft: 1283 S.F. Policy a: Valuation: $83,395.00 Census Code: I certify that in the performance of the work for which this permit is I issued, I shall not employ any person in any manner so as to ��- become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers'\\ compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant:_ WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. - - CONSTRUCTION LENDING AGENCY _ I his perniii is` ereby�Ss��e" er th pplicable provisions of the Butte County Code and/or 1 hereby affirm that there is a construction lending agency for the Resolutio o do w r6 k in'' ted ab ve for ich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Date: Address: PERMIT EXPIRES ON: (Date) ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ • Notification In accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that lam the owner or the duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge it is unlawful to alter the substance o y offi ' current of Butte County. I hereby authorize representatives of Butte C7oouunty. to/enter upon the above mentioned property for inspection pycp ses. Print Name: l f�'/L/ �/V �(����jjjf�^� Signature: Date: ^ 2J� - 057— Owner ❑ Contractor 0 Agent for Owner 13 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION VIM) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 PERMIT NO. BP051970 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/26/2005 APN: 069-190-031-000 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. Site Address: 120 KOKANEE DR ORO License Class :_ License Number: Map Index: Date: &_Ll -retractor: 7020Y LEN9iLZ OWNER -BUILDER DECLARATION Description: MH ON PERM FDN(1283) I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: SORENSEN, MARTIN permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 10 VIA MORRO CT signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section CHICO, CA 95928 7000) of Division 3 of the Business and Professions Code) or that he or (530)896-1346 (530)896-1346 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the martin.sorensen@sbcglobal.net applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Applicant: SORENSEN, MARTIN intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does 10 VIA MORRO CT such work himself or herself or through his or her own employees, CHICO, CA 95928 provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one (530)896-1346 (530)896-1346 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 martin.sorensen@sbcglobal.net sale.). 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: MAJESTIC HOMES not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed PO BOX 361 pursuant to the Contractors' State License Law.). 95916-0361 ❑ I am Exempt under Article 3 of the Businas and Pro sions Code 530-589-4261 Date: K1L___0 5_Owner: WORKERS' COMPENSATION DECLARATION License #: 759575 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 Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: y� Carrier. Total Square Ft: 1283 S.F. �11/ Policy#: Valuation: $83,395.00 Census Code: I certify that in the performance of the work for which this permit is I issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. l_,►\ / �%,, Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is reby' r th pplicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutio o do w rk in ' ted ab ve for ich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) lid _� �y� Name: By: _ Date: GJ O / r(J Address: PERMIT EXPIRES ON: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ - Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance 0 y offs current of Butte County. I hereby authorize representatives of Butte County ,to/enter upon the above mentioned property for inspection p ses. Print Name: //�/ ��li�—/AGI/t Eil� Signature: Date: 6 xlu,cOwner ❑ Contractor. ❑ Agent for Owner 13 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 591-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds * PLEASE PRINT CLEARLY** f09,-EAJ3'FAJ OWNER Last Name A,� Frsl Namm q r< -T 1"i Address l0 V I G--1. City State C,4 Zip 5 2� Phone 3y Page Fax 3u� E-mail .S o r- // S s �C rO�u h eV J APPLICANT NAME CONTRACTOR Name City cW Cb Address Ziry,5 ``�7 CityO rb J l � StateC A Zip Phone Page Fax E-mail Date Approved: Lic. # c�qlass APPLICANT NAME ARCHITECT/ENGINEER Name City cW Cb Address Ziry,5 ``�7 City Fax State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT NAME Name rT Address 0 I' 4 YW irro Cf City cW Cb State?A Ziry,5 ``�7 Phone _',/ .3 i Fax E-mail AP Ll ,ANT SIG TURF r. X —E lliL For office use only: Zoning I 'j - j I Flood Zone Cross Street ' 1_o it i e_;_j SRA Yes No Occ. Tye Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP ®5117 BIN N LOCATION AP# Property Address 20 uo vItf Cit Cross Street ' 1_o it i e_;_j WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name / /v Address Description or Scope of Work: Oka b� (e oA pe-i-m.kK Ja,�,d Sq. Footage Z 8 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. _V Received b4y Amount: 9 Bldg !P—SRA Receipt #: �JIJ 4 Sheriff SMIP Date: Other � p� �"r Total o/ SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLE UBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK A1. Site p ns 3 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. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. _ 6. Manufactured homes: A installation inst, B Marriage line info, C Floor Pla D Tie down or fnd Ian all in (-1 O 9 O O P 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). 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). - 0 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). Ck L, F17. Worker's Compensation Carrier and Policy Number.,ri X", it ❑ 8. Owner -Builder Verification (if required). 6 ❑ 9. Letter of Signature authorization (if required). ��U� ❑ 10. Recorded copy of Agricultural gment Sta ement. ❑ 11. G H. ts. (- M&,<D _ - 6G 11 � 12. Sanita Ion and siteIan a roval from theffl�rironmerrt P PP ai-HLe-atf�epadmeni.___ If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds.can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMBUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 C5 iv 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: ASSESSOR PARCEL NUMBS ` / / O _ 9 / Proposed Building Use: / 1l Permit Technician: Date: -714 9 (KA Items required in order to apply for 6 permit. All �oxes 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. „1V-- 8. Manufactured homes: (A) Installation manual, including 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. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form O 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other aln ng items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Stitatieisidaplaa.apprsual.#rakes.Rirs�wnentaltealth'Departrerti-in•©•GhicvB�rrorrfe-as-eppkc�a�le �-41� ❑ 16. Fire Sprinklers............................................................................................ _ 0 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... 19. Erosion Control Plan Required........................................................................ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ 22. Site plan and business license approval from the Ci�t 'Af Biggs .............................. 23. California Department of Forestry plan approval CSI paid. Sent by: ... ..... D 6 ��ff 24. Planning approval for (A) Use: �(B)Parking: (C) Parcel Check:..t� ..... o _� ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... z 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... 31. Letter of Signature authorization.................................................................... �i32. Recorded copy of Agricultural Acknowledgment Statement ................................. 33. Existing violations and/or expired permits .............................. ...... ❑ 34. Dee Rest........................................................... rte.. . 35.Zer: egal des�,,�.HTitle, title search registratio or MCO.... �.. ........... 36. 37. Other: 2 c p When issued Telephone 0-7 J� 7�0 � � and hold for pickup. I have been informe o the o items and requirements for obtaining a building permit. Applicant: Date: 7 - 2 - os- 1. Index permit ap t'. tion for th ov s numb Ian Check Letter 2. Additional items required Contractor, design , own as a ised of the above data by l2r pho e, ❑ mail, ❑ Nu6ter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by:et 7 .0Date: _ Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: 6-9 Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER A.P. # 1�)10q 1 0'-4931 PROPROSED BUILDING USE DATE OZCO �— RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ �� •� t�-' �6�b --- FEMA Flood elevation review ... $ �- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES ()%Z - V (paid at School District Office) (form available after Plan Check) .Ir 4. 5. RESIDENTIAL DEVELOPMENT IMPACT EES 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) v -g. jIQ� f RECREATION DISTRICT FEES Y�G�"e� 015 (paid at Recreation District Office) (form available after Plan Check) COUNTY WIDE (per dwelling) $ .3 I o a-- CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning -34 K6. 8 - ?6-6S WATER TENDER FEES BATTALION # W8. $200.00 (paid at Building Division) SMIP <9 • - ��J j�f'(J g,-?, 6,'-DLW 9. DRAINAGE 10. OTHER 11. OTHER V– 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 7 Z�i% J - - \- 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. 7/05) BUTTE CQUNTY DEVELOPMENT FEE CERTIFICATION FORM EATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) Building Permit Number S- l ALJ Property Owner (s) 0 S2 Project Location /Address Subdivision Name Assessable Sq. Ftge / Type of Residential Development (check one) v New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling )/Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) Tverified by Building Department Comments: - zr �a /7. ;rl?7 f ❑ FRRPD 0 CARD ❑ PRPD 0 DRPD certifies that: JAAQ(4-/ re, v�sev,7 X96 _13-/,6 Applicant Name Phone Number f 0 Uru MJT r a C41 C (AZ c0 CA. '15� ( Z Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ Square Feet @ $ _ Remarks: Paid by Check No: Paid by Cash: Recreation and Park District Representative ,a per unit for a total of $ ��-. (f� per sq foot for a total of $ Receipt No:/ —26 y!5 ; u { r. Z Y' BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District l A A.P. Number 712 Property Owner Property Location/Address Subdivision ©County Lot No. ( :5 - Iq n Residential Development Q/ Q✓ / Q ............ ...: Q t S4• Footage No of Living Mobile Home Addition/ 'Supplemental to (Group ) Units Installation Conversion Permit # ...................................................................................................... *(No foundation Inspection) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q Sq. Footage (Including Exterior Roofed Areas) 2y -4.5 Date c District Identification. No. -I 3 ;k- 5 9 School District certifies that rn e.ti-A--��y" ,(1 (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) ap-- has complied with the requirements of Resolution No. n —O Lk -4-'4 by payment of $ 1 3 `�— representing 1'3 square feet. 2926 $ FULL MmGATION $ School District Representative Date Paid by Check # Remarks: 0 b 01 -- ok0 — —0- /3 i.ik e Notlee: You may protest the Imposition of the fess Identified above by submitting a written protest to the District, In compliance with .Government Code Section 66020(a), within 20 days from the date fees are paid. Failure to submit a timely wrtlten protest will'prohdblt you from ehallangbrg the Imposition of the fees In any court action. K, subseweent to the School District Representative signing this Butt* County Schools Impact Fes Certl6ptlon Form, the School District Is rrotlfled by the applkabN local Planning Agency that this project Is being reviewed under the California Environments! Quality Act (CEQA) thls project may be subject to addltional school fess to fully mitigate iii Impact.on the school dishUft schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis 00/03)dmm ADG 10 260 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONC OROVILLE: (530) 535-7636 • CHICO: (530) 891 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OFAPPLICATION Website: www.buttecounty.netldds '`PLEASE PRINT CLEARLY** S5 c rV SFA OWNER Last Name fUkA;jX.,JA')(L7CF'rst Nam (7T I Address 1 v City StateC A- Zip S 2 Phone; _ 3 • Fax _ 3 u� E-mail 0Z114 11 n el CX , SO, iSt' P S�C r / APPLICANT NAME CONTRACTOR Name, e,narc . — /►/l a' P 5-f c. nil FS Address ,,7 Zi9--/ p✓r % 2� City/91r6*o,��� Fax StateC Zip Phone Fax E-mail Planner Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name CityC C 6 r!'1 [ Address ,,7 Zi9--/ p✓r % 2� City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name. l;I Y"f i �6 r C'vLS�"l Address 10 Vi',q Wo rro CityC C 6 r!'1 [ State � ,,7 Zi9--/ p✓r % 2� Phone �� , 13 Fax E-mail AP LI ,ANT SIG TURF X 2 ly 11 For office use only: Zoning 'r , Flood Zone Property Address 20 SRA rYes No Occ. Tye Const. Subdivision Name Map Book Page Lot # Planner Date Approved: Description or Scope of Work: Sq. Footage j Z $.3 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by�w Amount: Receipt #: �?j�'7�j 4 Date: �� �� Bldg �.V 1 SRA Sheriff SMIP Other Total )3/ LOCATION q �? Property Address 20 Ko Va* e City Oro:; Cross Street ' WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage j Z $.3 ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by�w Amount: Receipt #: �?j�'7�j 4 Date: �� �� Bldg �.V 1 SRA Sheriff SMIP Other Total )3/ CDF FIRE SAFE REQUIREMENTS AP# 069-190-031 PERMIT # 05-1970 NAME: Sorenson Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] 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 and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius (X] No roadway shall have a horizontal inside radius of curvature of less than 50. feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides 'entrance, a 50 -foot turning radius shall be used. c R E Q U I R E M E N T S Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [X] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Enclosed eaves [X] If Building Setback is Less Than 15 Feet — ✓ Class A roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ , Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials 08/10/2005 Darren Read Date Signature C D F s CDF FIRE SAFE REQUIREMENTS AP# 069-190-031 PERMIT # 05-1970 NAME: Sorenson Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] 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 and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius (X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. . [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. c ED F R E Q U Setback for Structure Defensible Space C [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and 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. [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [X] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. T 1 [X] 'Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by- site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. E Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof R ✓ Enclosed eaves [X] If Building Setback is Less Than 15 Feet — E ✓ Class A roof with enclosed eaves and choose any 2 of the following: l`C/ ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D T T ❑ Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials [l E M E N 08/10/2005 Darren - Read Date Signature T S BUTTE COUNTY AUG 40 2u DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds "'*PLEASE PRINT CLEARLY q_ r D U r 0 OWNER Last NameFirst 4�5n_ Ap'(1 z=_itJ Narpe 1 N 74 $er/ 41 Address / 0 V111144- 0"_0 CT City C#/ (•C) State State Zip 15?5 y2 Phone 6 _ y Fax '. 3y io Email {� �C 6"� 1 � d C G 50 r^�tA.5eq �S b 46617 • 4 0 APPLICANT NAME CONTRACTOR Name / �a� / (iCty' L�v_ Te 5 %c Mei Address P City State C4 State Zip Phone Fax Fax E-mail Date Approved: Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name Address Address City G City State C4 State Zip Phone Fax Fax E-mail Date Approved: State License Number APPLICANT NAME Name �I {�af z"L. Pi Address C City G I No State C4 Zip S �Z 3, /6 Phone ct b _ /.7 Map Book Fax E-mail Planner PPLIC NT SIGNATURE For office use only: Zoning Property 12v kol�ctine.2 Flood Zone SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. S BIN # LOCATION AP# (Address Property 12v kol�ctine.2 City d(o�tW Cross Street pp ViQ.:..J Sheriff WORKER'S COMPENSATION Policy Number nn .fes Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Date: 7(� LENDING AGENCY Name � - ,� Address Description or Scope of Work: C_ C>6l C' s4g� Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received b Amount: l o Bldg SRA Receipt #:434 ! c f " Sheriff SMIP Other Date: 7(� ; �'/� `7 Total Page 1 of 2 REV 2-24-05 CDF FIRE SAFE REQUIREMENTS AP# 069-190-031 PERMIT # 05-1971 NAME: Sorenson Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] 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 and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. L01 It [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 T feet radius. K [XJ Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. Q U I R E M E N T S v Setback for Structure Defensible Space C [Xj Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for r in these standards, annual maintenance must be provided for by the landowner. r [ ] 1 . All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [X] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. T 1 [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. E Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof R ✓ Enclosed eaves [X] If Building Setback is Less Than 15 Feet E — ✓ Class A roof with enclosed eaves and choose any 2 of the following: l`Cl ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D T T ❑ Glass area not to exceed 10% of wall area toward property line with insufficient V setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials E M E N 08/10/2005 Darren Read Date Signature LJ CDF FIRE SAFE REQUIREMENTS AP# 069-190-031 PERMIT # 05-1971 NAME: Sorenson Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] 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 and fire apparatus weighing up to 40,000 pounds. [X] Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. c IN] F [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 T feet radius. x [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [XJ Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. Q U I R E M E N T S Setback for Structure Defensible Soace [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [X] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See `Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Enclosed eaves [X] If Building Setback is Less Than 15 Feet — ✓ Class A roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials [] 08/10/2005 Darren Read Date Signature c n F N T S RECORDING REQUESTED BY: Fidelity National Title Company of California Escrow No.: 05 -107451 -CC Locate No.: CAFNT0958-0958-0001-0000107451 Title No.: 05 -107451 -BD When Recorded Mail Document and Tax Statement To: Mr. and Mrs. Martin Sorensen 10 Via Morro Ct. Chico, CA 95928 APN: 069-190-031 SPACE ABOVE THIS LINE FOR RECORDERS USE GRANT DEED The undersigned grantor(s) declare(s) Documentary transfer tax is $81.95 [ X ) computed on full value of property conveyed, or [ ] computed on full valueless value of liens or encumbrances remaining at time of sale, [ j Unincorporated Area City of Oroville, THIS GRANT DEED IS BEING EXECUTED IN COUNTER PART FOR A VALUABLE CONSIDERATION, recelptof which Is hereby acknowledged, Robert J. Infantino and Maryann Infantino, husband and wife as joint tenants as to an undivided 1/3 interest and Michael F. Blair and Dian L. Blair, husband and wife as community property with rights of survivorship as to an undivided 1/3 interest and Marty Leatherman, an unmarried man and Sandra Young, an unmarried woman, as joint tenants with the rights of survivorship, as to an undivided 1/3 interest hereby GRANT(S) to Martin Sorensen and Lynn Sorensen, husband and'wife , as Joint Tenants the following described real property in the City of Oroville, County of Butte, State of California: SEE ENHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7196) GRANT DEED (gra►t)(04-05) Description: Butte,CA Document-Year.DocID 2005.33335 Page: 3 of 10 Order: steve Comment: DATED: June 3, 2005 STATE OF CALIFORNIA COUNTY OF -Sla 0 f C 1 alr(- ON "�a in e�¢ i Q-11125 before me, Ihe Undersi nli personally appeared ha _ I F. an L. personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged . to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my h d a doffici 'Sea Signature CAROLK HERRERA J Commission 91340193 = ai Notary Public- Calitomie Santa Clara County MY Comm. Expires Jan 17, 2006 Robert J. Infantino Marty Leatherman Sandra Young MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7/96) GRANT DEED (grant)(04-Os) Description: Butte,CA Document—Year.DocZD 2005.33335 Page: 4 of 10 Order: Steve Comment: RECORDING REQUESTED BY: Fidelity National Title Company of California Escrow No.: 05 -107451 -CC Locate No.: CAFNTD958-0958-0001-0000107451 Title No.: 05 -107451 -BD When Recorded Mail Document and Tax Statement To: Mr. and Mrs. Martin Sorensen 10 Via Morro Ct. Chico, CA 95928 APN: 069-190-031 SPACE ABOVE THIS LINE FOR RECORDERS USE GRANT DEED The undersigned grantor(s) declare(s) Documentary transfer tax is $81.95 [ X ] computed on full value of property conveyed, or [ ] computed on full valueless value of liens or encumbrances remaining at time of sale, [ ] Unincorporated Area City of Oroville, THIS GRANT DEED IS BEING EXECUTED IN COUNTER PART FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Robert J. Infantino and Maryann Infantino, husband and wife as joint tenants as to an undivided 1/3 Interest and Michael F. Blair and Dian L. Blair, husband and wife as community property with rights of survivorship as to an undivided 1/3 interest and Marty Leatherman, an unmarried man and Sandra Young, an unmarried woman, as joint tenants with the rights of survivorship, as to an undivided 1/3 interest hereby GRANT(S) to Martin Sorensen and Lynn Sorensen, husband and wife , as Joint Tenants the following described real property in the City of Oroville, County of Butte, State of California: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF FD -213 (Rev 7/96) (grant)(04-05) MAIL TAX STATEMENTS AS DIRECTED ABOVE rN:h101dR1 ;1 Description: Butte,CA Documen t- Year. DocID 2005.33335 Page: 5 of 10 Order: steve Comment: DATED: June S, 2005 STATE OF CALIFORNIA COUNTY,OF ON before me, the 4&ersiq ed �otai:X eublic personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of wy�(ch the person(s) aged, executed the instrument. ��// JJ Witness my Signature official seal. 1 Robert J. Infantino Maryann Infantino Michael F. Blair Dian L. Blair Marty Leatherman Sandra Young W.J. GOLLINC ".JEWCOA1M. f i 509342 NOTARY PUK1C.CALwoRM COUNTY OF BUTTE .w. = &a&- S=R. -MB -1 W.J. LOLLING _ COMM. E 1509342 NOTARY FUILIC.CALI FORNIA COUNTY OF BUTTE Cenral, E..I— C__20, 20Gr! MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7/96) GRANT DEED (grant)(M-05) Description: Butte,CA Document-Year.DocID 2005.33335 Page: 6 of 10 Order: steve Comment: RECORDING REQUESTED BY: Fidelity National Title Company of California Escrow No.: 05 -107452 -CC Locate No.: C11FNT0956-0958-0001.0000107451 Title No.: 05 -107451 -BD When Recorded Mail Document and Tax Statement To: Mr. and Mrs. Martin Sorensen 10 Via Morro Ct. Chico, CA 95928 ON: 069-190-031 SPACE ABOVE THIS LINE FOR RECORDERS USE GRANT DEED The undersigned grantor(s) declare(s) Documentary transfer tax is $81.95 [ X ] computed on full value of property conveyed, or [ ] computed on full value less value of liens or encumbrances remaining at time of sale, [ ] Unincorporated Area City of Oroville, THIS GRANT DEED IS BEING EXECUTED IN COUNTER PART FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Robert]. Infantino and Maryann Infantino, husband and wife as joint tenants as to an undivided 1/3 interest and Michael F. Blair and Dian L. Blair, husband and wife as community property with rights of survivorship as to an undivided 1/3 Interest and Marty Leatherman, an unmarried man and Sandra Young, an unmarried woman, as jointtenants with the rights of survivorship, as to an undivided 1/3 Interest hereby GRANT(S) to Martin Sorensen and Lynn Sorensen, husband and wife , as Joint Tenants the following described real property in the City of Oroville, County of Butte, State of California: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF FD -213 (Rev 7/96) (grant)(04-05) MAIL TAX STATEMENTS AS DIRECTED ABOVE GRANT DEED Description: Butte,CA Document-Year.DocID 2005.33335 Page: 7 of 10 Order: steve Comment: DATED: June 8, STATE OF COUNTY OF r)Y\R 60 ON before me, the undersigned Notary Public personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my.. ' ii ;Pd'official I. Signature 47 C h q Robert 1. Infantino Maryann Infantino Michael F. Blair Dian L. Blair Marty Leatherman an Youn MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7/96) GRANT DEED (Vant)(0405) Description: Butte,CA Document-Year.Doc.TD 2005.33335 Page: 8 of 10 Order: steve Comment: Description: Butte,CA Document-Year.DoclD 2005.33335 Page: 9 of 10 Order: steve Comment: Escrow No.: 05 -107451 -CC Locate No.: CAFNM958-0958-0001-ODO0107451 7?Ua No.: 05.107451 -BD EXHIBIT "A" THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA, COUNTY OF BUTTE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: Lot 60, as shown on that certain Map entitled, "KELLY RIDGE ESTATES UNIT NO. 3", filed in the Office of the County Recorder, of Butte County, California, on July 26, 1974, in Book 43 of Maps, at Page(s) 44, 45, 46, 47 and 48. Description: Butte,CA Document-Year.DocZD 2005.33335 Page: 10 of 10 Order: steve Comment: T J. SITE PLAN REVIEW APPLICATIONc, Date: _ AP# Permit Number (if applicable) l �w Bin Number 0,5 -- APPLICANT INFORMATION Parcel Size: Owners Name: IV t'I I V So rein-", Owners Address: Telephone No.: Email: Situs Address: /2::�< �o lc�v, eitv Proposed Use: Residential New Single Family Residential ❑ Single Family Addition Mobile Home "� s Residential Accessory Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ -Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) IN Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval rMpp roved 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: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone 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: le - — l (c -4D /Z) Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. it CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front ZU Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. it CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 ;. Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ` Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: * ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ME Subdivision Map/Parcel Map: Map Date of Recording: - 26- Lot: 6-Lot: If 6 ❑ Use Permit/Minor Use Permit Permit Number: Book: t3LV3 Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. IN INI Page 4 of 5 PERMIT NO.: 62-05 Lake Oroville Area Public Utility. District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: Applicant: Applicant Address: Applicant Phone No.: Property Locations(s): A. P. No.(s): Fees due: June 16,.2005 Martin Sorensen 120xx9xxKKx 10 Via Morro Court 0SXXXNX Chico, CA 95928 530-896-1346 '!•l — bS20 J 120 Kokanee, oroville KRE Unit #3, Lot #60 069-190-031 Capcity Chg $1690.00 until 6/30/05 Application for service approved; OROVILLE AREA C UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Lake Oroville Area Public Utility District release to close permit: Date: By: Date: ;0 O� Butte County 1?epaltment of Developrrleni der -aces �!',TIrF 7 County Center Drive Oroville, CA 95965 530 538-7601 Telephone (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process .this building pen -nit 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: 0 r need to submit applications for septic and/or well to Butte County Environmental Health immediately. e I ant required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. a 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 re wire 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: G /®®���� Applicant Name: 99 P -1 -(AJ .56Y6?2 �A Al APN: d 6 /` ZW2— 43f Building site address: %0 6kaoge Permit No.: %.15) I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the abo -referenced building permit application and my signature below: SIG1*ATL&E OF APPLICANT DATE _aYi1rTL.S:.�! 0" Lac woF� Department . r r-. ,, n fi ' J. Michael Crump, Director ®f Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (F/aX) 538-7171 National P®llutant Discharge Elimination System (�IPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) AcknowledgementjLESS THAN 1 ACRE l Project Description: le Project Location andlor Parcel Number; ) , y - > y n- 0 3, By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB tD 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: %' 7 SoUthwood . Built By Champion Home Builders Co. - Lindsay, Calif omia F7 Op[whdcw 36'.36' i Slm OptClarnmffiath IOP Pkd— W kP-1 RgAxe 1.' V*d..) World's LaMt Hcm&uildcr www.champiamhomes.net i 1 1 I I I I OptDen 14'-3° z W7 1 1 C VT -t #4 P P R 0. V r Model#524 7,283SquareFeet 23'-4"x56'/54' fi00 'd 9££96I Z93 699:131 6000# NO NUO .8P OI (3K) 20 ISO- '9(1V i Inlet jMsy Ynv w/ Gra Dryer)Dr d - 6'-D'---^�` IS'-S'--•---� 66•-0' o� Wrcer Inlet b'-3 1141 L% gip• Eleetr laal Maln 1l/I o I z SIDEWALL > r r r - - - - - - - '1 ----------= ------------ I -BEAM > 4580----1600-- ^ •4508-•---4500'-� •-, L - J L_ `58 1588-•---- 4500-• -� I L— L—J L—J L—J 4_ J _ J q S — a7'-2 aro I -BEAM > -4608---1588- -- 4568---- 4680- -••4608- , - ^ - L L -J L-J---4W0B- 4500-���.�. r-45B8- MATIh'G LINE > I--------------------- - L_J L- J L L-4. J.TJ --- _--- 34H---------------3408-------- I -4988-•4588 -------.40'.- - L J L_ J 1908 4588 L_ J -1988-�--.�. 1588-•_.---•-t--4580 ...L 0 23•-0is W N i37'-2 .316 ~ 1 y c _ _ 1 4500,E _1988- 4908-.-�--..- A-458;_ ——L—J r-�L-r1-i L—J --�-- SIDEWA*-------------------L858:1-16504------ L -J L -J I ----�—_` —J—. --__—____._— L J L J --------J T 1e'-2 alba • 21•-2 3!b• 64'-8• _no �e CHAMPION HOME BUILDERS CO e CC 840 PALM RVE, P.O. BOX 429, UNDSRY, CR 93247 [.nae erl 03 it 1 Ilt]n a L rin ?LACEMENi 6EXUAL 100 I. This plan has hen talsnlsted with a.29 pored roof IoaJ. 2. All 1 -bus piers bars s aualmrm 0puiag of 00 lsohe$ alc with end ?lore toeate/ ao mare than 2-0 from soch onJ of the 1-6019. ' 3. Bee Inetsllstlon mserol page$ 14. 15 sal Ib for pier configurstlone. 4. Alternate methods of (onodsilee sal tle Jews eenetract(on may he visa In Ilan of the Champion Isfullatloo Manual prorlJed the method hso been d0oigned cad otampe/ by s refleterea Architect or Engineer sae the msth0a meet$ local sailor state h011dleg codes. 5. All 416100#1060 tahoe from rear edge of floor. 1wroo�0.� a•cL 9UT Is ■ 1717a 17 — 17 PIER FOUNDRTION AND n H: RECORDED GRAIL TO. BUTTE COUNTY BUILDING Dry ISiGN 7 COUNTY CENTER R DRIVE UizGUil;�f� CA TS `Prea._S COPY of Document Recorded 11 -Aug -2005 2005-0047352 Has not been compared with original BUTTE COUNTY COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessaryfarm operations. , All that real property situate in the County of Butte, State of California, described as follows: M shmm on bNa cwwn ftv aftm, °mLY RiDGE iismnS UNIT Pio. 3°, filed in the Of�e of the i�oun2y l�ean'er, Of ButteCiOuntj, CalftMia, on July 26, 1974, in Bwk 43 of Pups, at Page(s) 44, 45, 46, 47 and 45. APN, 069-190-031 Date State of California County of On before PROPERTY OWNERS: 6 L //u /J So2a�oS&,y personally appeared�� r�"T `Y`Q�-L �P_ e , %'�//t ,r{Z �l r--� > rsonally owri ts, 'me (or proved to ale o'n the basis of satisfactory evidence) to be the person(s) whose name(s) isfare subscri to the within instrument and acknowledged to me that be/she/they executed the same in his/her/their authorized capacity(ies)� and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) 'acted, executed the instrument. W, IT NESS my jmd�and of c4aa seal. Signature L L._�i// <,.0 1�� Seek 0- A. C. MCCARTY COMM. # 1553255 ®r . NOTARY PUBLIC -CALIFORNIA Q ! COUN'rYOF BUTTE Comm. Expires March 9, 2009W AiiD WHEN RECORDED AIL TO: BUTTE COUNTY BUHA)ING DrVigi—ON 7 COUNTY CENTER DRIVE O1ZOUILLF-/ GA 2005-0047352 Recorded I Official Records I County of I Butte I CMM J. 6RUBBS I County Clerk-Recorderl I I 012:%% 11mug-2005 I REC FEE 7.00 COPIES 2.00 CONFON D COPY 1.00 TB Page I of I AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 25-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein -is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 60, as sltl3" can "WmrWn 1a3 wMW, "KAY Ma ESTATES UNIT NO.3p,tMW in the Offk:e of the County Reomlery of ISuMe County, raI forma, on July 26, 1974, in Book 43 of Maps, at Page(s) 44, 45, 46, 47 and 48. A,PW-069-1.90-031 Date State of California County of Z3GGC= On before PROPERTY OWNERS: Ct4J L yAJN ZS02&,05E/V MAR 71 IJ a. SO2cNSZ iW personally appeared— S ,r-- known to me (or proved to:4e on the basis of satisfactory evidence) to be the person(s) when name(s) Ware subscribed to the within instrument and acknowledged to me that be/she/they executed the same in higher/their authorized apacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS lmy and oMdal seal. Seal: ('- iYi c -Ca ^^ C. MCCARTY COMM. i 1553255 `,bp � ®� . NOTARY PUBL"IC-CALIFORNIA Q COUNTY OF BUTTE .. Comm. Expires March 9, 200 4 7� ��pENTOFypG c��lrl iY �c� fdi STATE OF CALIFORNIA NUMBER: BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS 8705966 MANUFACTURED HOUSING PROGRAM MANUFACTURER CERTIFICATE OF ORIGIN DISTRIBUTION HCD 483.0 - Side 1 ORIGINAL (PINK) COPY 1 (WHITE) COPY 2 (YELLOW) COPY 3 (GOLDENROD) -(7/97) FORWARD TO THE INVE REDITO , ESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE).. FORWARD TO THE DEPARTMENT AT P.O. X 1828, SACRAMENTO, CA 95812.1828, WITHIN FIVE (5) DAYS OF RELEASE. DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. TO BE RETAINED BY THE MANUFACTURER ❑ .CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. j MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING SFD (SINGLE FAMILY DWELLING) ElMUMH (MULTI -UNIT MANUFACTURED HOUSING NUMBER OF TRANSPORTABLE SECTIONS 2 I COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: Champion Home Builders Co. 90086 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: P.O. Box 429 Lindsay CA 93247 57,616.00 (Street) (City) (State) (Zip) MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: ! SOUTHWOOD ST524-2 08-07-03 1 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR DATE OF TRANSFER: Dupar and Angel, Inc. TRANSFEREE DESIGNATION: 08-22-03 DBA/Intearity Homes, Inc. 91096 DEALER OR TRANSFEREE ADDRESS: (Street) 1740 Feather River Blvd. citproville (state) CA (295965 " INVENTORY CREDITOR NAME: TEXTRON FINANCIAL CORP. • INVENTORY CREDITOR ADDRESS: (StreetBONHOMME AVE SUITE 600 ST. LOUIS MO CS%Q5 (City) (city) (Zip) SECTION 1-6 MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTH WEIGHT (INCHES) (INCHES) (POUNDS) I. 1 009-04=524-14354BRAD1387441 140 19421 2 009-04-524-14354A RAD1387442 672 140 21582 gip• �' �•'e ;,;,. M0 (Op v of the Cer ificate 0r -r, '..) G'la,m lamp: n 17 I TRANSPORTER NAME: SAME AS DEALER . TRANSPORTER ADDRESS: (Street) ) (State) (zip) DESTINATION FOR UNIT DESCRIBED'ABOVE NAME (Street) C') (State) (zip) I certify under penally of pedury•under Um.laws of.Ihe State of Calaomia that the above fact) are We and correct Exeeutadon 08-22-03 at Lindsay/ Tulare CA (Date) ) (County) (Slate) SIGNATURE OF AUTHORIZED AGENT: DISTRIBUTION HCD 483.0 - Side 1 ORIGINAL (PINK) COPY 1 (WHITE) COPY 2 (YELLOW) COPY 3 (GOLDENROD) -(7/97) FORWARD TO THE INVE REDITO , ESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE).. FORWARD TO THE DEPARTMENT AT P.O. X 1828, SACRAMENTO, CA 95812.1828, WITHIN FIVE (5) DAYS OF RELEASE. DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. TO BE RETAINED BY THE MANUFACTURER FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: 05-1970 Address or location of unit: 120 KOKANEE DR. OROVILLE CA 95966 Legal Description of Real Property: 069-190-031 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: MARTIN SORENSEN Owner's address: 10 VIA MORRO CT. CHICO CA 95928 INSIGNIA OR HUD NUMBER: RAD1387441/2 SERIAL NUMBER OR V.I.N.: 0090452414354A/B MANUFACTURER'S NAME: CHAMPION HOME BUILDERS YEAR: 2003 OFFICIAL APPROVING INSTALLATION:c- DATE: 2/1/2007 PHONE: (530) 538-7541 H.C.D. 513 f i -NOTES RESIDENTIAL I'PERMIT NO. i ti i SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER y . z. A JOB FINALED (Dat - — Sionature '��� 4=OK o= Not OK _ = Not AppkReady bte . =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except Vs Card B-1 Date 1. Zoning Requirements -Setbacks -Easements Date 2. Sols; Special MH Support Sketch Card B-1 3. Sewer, Location -Test -Fall -C/O -Concrete PERMANENT END SYSTEM (ONLY) 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L'fL / PNat or/ /" LW PLPG 2. Footings; Size -Spacing -Marriage Line 7. Well Clearance & Disconnect 8. Ubl'ity Clearance 4. Gas; MH Test -Demand -Valve Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except Its 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 8. Gas and Electricity Tagged 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances S. Drain; MH Test -Fall -Flex Connector 10. License Decals 6. Water, MH Test-Regulator-Connecto? 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert Date 10. Exits; Insp.-Sketch Card B-1 11. Cert. of Occupancy MISCELLANEOUS Date DEC S, COVERS, CARPORTS, GARAGES (Plans) OK except o's nin Requirements -Setbacks -Easements ngs; Soils -Size -Depth -Spacing -Connectors -Steel Decks, Girders and/or Joists-Decking-Bracing-Stai - 'Is 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. Siring; Nailing -Veneer -Stucco -Mesh 10. Root, Shthg-Roofing 11. Ext; Steps -Doors -Landings 12. Braced Wall Panels Date 7 Card B-1 Date Card B-1 Date Card B-1 I Date Card B-1 Date POOLS (Plans) OK except rs 1. Setbacks -Easements 2. Sols; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Sec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elea; 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 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. Verity #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DEC S, COVERS, CARPORTS, GARAGES (Plans) OK except o's nin Requirements -Setbacks -Easements ngs; Soils -Size -Depth -Spacing -Connectors -Steel Decks, Girders and/or Joists-Decking-Bracing-Stai - 'Is 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. Siring; Nailing -Veneer -Stucco -Mesh 10. Root, Shthg-Roofing 11. Ext; Steps -Doors -Landings 12. Braced Wall Panels Date 7 Card B-1 Date Card B-1 Date Card B-1 I Date Card B-1 Date POOLS (Plans) OK except rs 1. Setbacks -Easements 2. Sols; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Sec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elea; 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 = OK = Not OK = Not Appriabte = Not Needy RESIDENTIAL (Single & Duplex) tate UNDERFLOOR (Plans) OK. except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Sols-Elec. Gmd./ P' Ftg. Depth 3. Ftg., Garage; Sols-Steel-Elec. Gmd. / P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /' Ftg. Depth S. 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-Frtting-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 & Ventlation 16. Insulation Sate 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 Date Cana 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. Sec. 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 -AC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral D Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip.. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Cana 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 -Naffing Spacing & Braces -Plates -Sound 43, Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac: Truss-Shting: Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Naffing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underftr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Naffing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation-Walls-Celfngs 63. Infiltration -Walls -Windows Date Card B-1 Date Cana 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 -Meth. 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. K'rL Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at ICrt. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Dud in Garage -Damper 77. Wtn Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.El.)-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 13 Yes 83. Following hstldJDdve O Yes O NoMalks O Yes O NoRanters 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 8-1 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 PERMIT NO. BP052240 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 09/19/2005 APN: 069-190-031-000 the Business and Professions Code, and my license is in full force and effect.Site Address: 120 KOKANEE DR ORO License Class License Number: : Map Index: Date: Contractor: Description: OPEN DECK(415) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: SORENSEN, MARTIN permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 10 VIA MORRO CT signed statement that he or she is licensed pursuant to the provisions of CHICO CA the Contractor's State License Law (Chapter 9 commencing with Section 95928 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) 896-1346 violation of Section 7031.5 by any applicant for a permit subjects the martln.SOrensen@Sbcglobal.net applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: MARTIN SORENSEN Code: The Contractors' State License Law does not apply to an 10 VIA MORRO CT owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, CHICO CA provided that such improvements are not intended or offered for 95928 sale. If however, the building or improvements are sold within one have the burden of (530) 896-1346 year of completion, the owner -builder will proving that he or she did not build or improve for the purpose of martin.sorensen@sbcglobal.net sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 oft eusin s and ofessions Code Date: 1 —/ /-'5Owner: License #: WORKERS' COMPENSATION DECLARATION I 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 Architect: is issued. Engineer: . ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 415 S. F. Policy #: Valuation: $4,150.00 Census Code: ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall v forthwith comply with those provisions. Date: Applicant: �J WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) (y (� By.' -+?M J A hJ' �A (� Date: `I - � `i, — O ) Name: o�c , Address: (} (� / PERMIT EXPIRES ON: —1 J I `1— O ( n (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter n theabove mentioned property for inspection pur07�� C", Print Name:/T/�/ �N_ 6 `1E2i%SG—_;✓ Signature: Date: O Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 � 1�5�0' 6 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.neddds "PLEASE PRINT CLEARLY" OWNER Last Name :50 re K 5ev1 first. j;lapi� Address U « -t' City G State, Zip - Phone OV -1- 6 , 6 Fax C,: 14, e �[ E-mail a►�,� ��C ods .yam APPLICANT NAME CONTRACTOR Name n H Address Zip City Fax State Zip Phone Type Const. Fax E-mail Map Book Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name n H Address Zip City Fax State Zip Phone Type Const. Fax E-mail Map Book State License Number APPLICANT NAME Name a Address City State Zip Phone Fax E-mail APPL ANT SIGN TURF X For office use only: AP# D 6,� /?0 _p Zoning f Flood Zone WORKER'S COMPENSATION SRA Yes No Occ. Name Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER ^FOR SUBMITTAL REQUIREMENTS PERMIT NO. 05- .zz BIN # LOCATION AP# D 6,� /?0 _p Property AddressCit /2v o/aXee Cross Street p /Z W CSA WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scoge of k: �P Sq. Footage ,v - ❑ Structure Built without Permits S ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must'be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. 60 Receivedby: j Amount:(z5o' Bldg SRA Receipt #:'_ :�z Sheriff 6C�_5_5 SMIP Date: 0K 66 Other Total 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. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) 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). 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 to occupancy). ❑ 6. prior 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. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSSUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 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: � (ensen i t o ( 1' ASSESSOR PARCEL NUMBER Proposed Building Use: Z(Q0/I Pd ir-�9iO l� Permit Technician: Date: IR 102 C� Items required in order to apply for a permit. 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. ; 6 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) Installation manual, including 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. Letter of intent for non-residential buildings 12. Hazardous Material Form 13. Acknowledgement of building permit application without required clearances. - $PGU6'( L,OAi�bD ❑ 14. Other -Z Rer�taining items needed to issue the permit. (May require additional plan rc-view upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ O 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by C118. Soils Report and/or Engineered Foundation required ........................................... ❑ 19 Erosion Control Plan Required....' equired........................................................................ 92yM 4OFees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ..... 24. Planning approval for A Use: B Parking: C Parcel Check: ..... L/-. 70 ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ �6 26. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... �7 30. Owner -Builder Verification (t!� Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone �%/o-/.�4/47-Gti°G/wr!" and hold for pickup. 1 have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 6--22-05- 1. r2Z-051. Index permit application for the ove items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the awe data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: lans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE B01-2,2- 40 DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PRONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds r PROPROSED BUILDING USE \ 1. BUILDING PERMIT FEES v -- Balance Due ..................... $- -- O�2 --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning $ A.P. # DATE 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) A& SMTP_ ehQc� �5�'i 9. DRAINAGE FEE 10. OTHER 11. OTHER DATE REC. W A 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 chec,]cing process. APPLICANT DATE 0 2 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. 7/05) Imo. 2240 011 -a�x �'�5ns xw�w�.�x��,.-�arr_C�> . �:sr�-x ;a?:rerxti ;� :x,..d� s _�a•`s3 Attention Property Owner. - An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is.received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [x] NO [ ]. 2. I HAVE [ �Q HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ?� ADDRESS: 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: PHONE: M CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: b-- 2 - NOTE: 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. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION * 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. Z iW� Mic el C. VieA C.B.O. Marlager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Department _C o u n t i. -Michael Crump, Director ®f Public o f B u t Works LAND DEVELOPMENT DIVISION Storm Water Mana;enent Pro;ran 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAA 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement BLESS THA11d 9 ACRE] Project Description: i�1Pl,,! ! F;�� <Bp� Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that •I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. A Signed: Title: �� N Date:-22-0� Department of Development Services 0-0 Building Division r_ o `-�,;,:/i' 0 7 County Center Drive o o -. -:. Oroville, CA 95965 -'-: G':o (530) 538-7541 (530) 538-2140 FAX OU Nt GUARDRAIL DETAIL HANDOUT Nailing shall comply with Table UBC 23 -II -13-1. Lumber shall be at least Douglas Fir #2 or better (D.F. #2).. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2.4) Minimum underfloor clearances from finish grade to wood joists is 18"; (UBC 2306.3) and minimum 12" from the finish grade to wood girders or treated wood js required. No wood shall.be placed closer than 6" to earth unless it is foundation grade or pressure treated. (UBC 2320.13) 4' ! Max. �a v Top of SIDE VIEW Deck RMin. 2x pressure treated ledger Min. 2 — 3/8" x- lag bolts or screws. TYPICAL LEDGER If the deck/porch is 30" Pier posts greater or greater above the than 3 feet in height finish grade a guardrail is need to be diagonally required. braced between posts 4 - 1 6d nails or an approved post base connection If using precast piers, wet set precast pier into concrete footing Guardrail 1997 UBC.xls Min. 4 x 4 post @ 5'- 0" O.C. Intermediate rails spacing shall prevent the passage of a 4" diameter sphere. Top of 3/4" clearartce 4' Max. Joist to the edge of _— �----the wood —j' member joist Min. 2 - 1/2" dia. thru bolts required GUARDRAIL An approved post cap connection Girder or connect girder and post with 1/2" plywd gussett Post and 3 - 16d nails top & bottom JoDu1NG6EEPARTW- 12" x 12" Footing I 8" Min. embedment TYPICAL PIER FOOTING I �v.TDepartment of Development Services Building Division o o 'y:: may- ° 7 County Center Drive O oroville, CA 95965 o 0 (530) 538-7541 (530) 538-2140 FAX 0U HANDRAIL DETAIL HANDOUT Nailing shall comply with Table 23 -II -B-1. Minimum underfloor clearances from finish grade to wood joists is 18"; (UBC 2306.3) and minimum 12" from the finish grade to wood girders or treated wood is required. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2.4) Stairs serving 3000 sq.ft.and greater, risers shall be 7" max. and treads 11" min. The dimension difference between the smallest and largest tread run or riser height within any flight of stairs can not exceed 3/8" (UBC 1003.3.3.3.3) Stair stringers shall be anchored to primary structure. Toenails subject to withdraw are not acceptable anchors (2320.13). 4" Max. 36" Min. Top of 4,— Top of peck w Anchor stair stringers to the primary structure with an approved joist hanger and screws, lags, M.B. Pier posts greater than 3 feet in height need to be diagonally braced between posts. 4 - 16d nails or an approved post base connection If using precast piers, wet set precast pier into concrete footing. 3-12 1.114- 3-12 Max. to • M- 12.12 Intermediate rails 4' Max. spacing shall prevent 1.12• the passage of a 4" 3-12 • Maxdiameter sphere. 1.1/4• to 2-12 - a• Max. HANDRAILS 1 -12 - Min. ` \ K— 9'Min •• Girder 6'Max Post An approved post cap connection or connect girder & post with 1/2" plywd gussets & 3 - 16d nails top & bottom 3-2MeT 6" Min. �.�Qnmo�tAl% Handrail height 34"-38" r------INot Acceptable I: --- 12 x 12 footing 9' Min. embedment Attach stringer to sill plate with angle clip TYPICAL PIER FOOTING 4 x 4 post min. Min. clear width at stairs shall be 36" Min. 2 - 1/2" dia. thru bolts required i . 2x pressure to ed sill plate Handrail 1997 UBC -XIS VARIES 3G" MIN.7L2�56" . . 1 • r °s G3 o • /� O A . a C� -� 9 3 o 1:3F ✓ �• rnm n'�vN. fnrn - n o (,' TIP.it "' .f rn � 1. r` vC n -n rri •:: _ T a m -a 4 to v O m •. c • r °s G3 o . O A a C� -� 9 3 o 1:3F ✓ 4B• MAX. fnrn Cn MM =3 - � 1. r` vC n -n ! ' •:: _ T a m -a 4 to v O m •. N m i "HA}JVRAII o 9CA (s� s HE16HT L� `v Z rF MAX �- a 36 MIN. S TAIR o i --a x -,G wIDT LA o � - 14 e tj 5 .a -4•. A ca r4 Cq 3 r. C -T X fi y Niaq 1995 6S NOTES i RESIDENTIAL PERMIT NO. 069-190-031 05-1971 ' SORENSEN, MARTIN 120 KOKANEE, OROVILLE Cont: TROY LEONARD GARAGE SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY I C Address GAS Meter By Date- ELECTRIC ate ELECTRIC f Meter By f Dad( ( i J=OK 0= Not OK - = NotRalicable . =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ r L "ft1 /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test-Regulator-Connectot 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 Cana 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 MIS6ELLAMEO S Date DECKS RS, CARPORTS, GARAGES (Plans) OK except #'s or ,j4 Requirements -Setbacks Easements t-oro'otings; 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. C gets; Windows -Doors HIM Wall Panels Trusses Date//,/Cj • 0; Card B-1 �f/�/� 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 I = OK NotOK Applicable = Notplitahle RESIDENTIAL. (Single & Duplex) = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2_ Ftg., Main; Soils-Elec. Gmd.-/ /" 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 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, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 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 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 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled Date 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 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or Ai -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 70. Stairs & Rails 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. Fumace-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, 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 AFlue-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 T -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. -clearance 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Dud in Garage -Damper 77. Wtr. Htc; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. 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 InstldJDrive 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, Pibg-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: �U I TF BUTTE COUNTY / 0 o DEPARTMENT OF DEVELOPMENT SERVICES 0 o BUILDING PERMIT APPLICATION o o AND SUBMITTAL REQUIREMENTS p .0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION �1f N'Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY q^ 19 0 APPLICANT NAME OWNER Last Name .0 n �� G� First Na e �/ Al Address O V 1'44 p Ae0 CT City C#1 6.0 Zip e 4 zip �S y2 Phone cI/ -3 :0:±F ! C� 3`�� 7(OU/ E-mail Ct 5'o re tnsevl @S� APPLICANT NAME CONTRACTOR Name a` Leon GA — Mk -e54rc 4M'0S Address ©(-6UN LP City State Zip Phone Fax E mail�- / tj�-5 Class APPLICANT NAME ARCHITECT/ENGINEER Name City GState Address Zip �Z City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name N ._a rr 't�-, s o v --e vt S'e ✓l J Address v V14 B j vo C r City GState e 4 Zip �Z Phone _ /3, 6 7 Fax E-mail PPLIC NT SIGNATURE X[ For office use only: Zoning Property Address 120 kolcanee Flood Zone I SRA Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc 12 PERMIT NO. BIN # LOCATION AP# Property Address 120 kolcanee City 1&_0Q'A� Cross Street WORKER'S COMPENSATION Policy Number f / A /V Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name A /0./ Address Page 1 of 2 Description or Scope of Work: G 044 C' Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received bckL Amount: g l o Bldg Receipt #:434Co Cf Sheriff SMIP Other Date: 7 � a' 9.! Total REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a mit. 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. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) 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). 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. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 05'/621 7 / 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: - ASSESSOR PARCEL NUMBER 11 Proposed Building Use: Permit Technicia Date: Items required in order td4pply for a hermit. 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) Installation manual, including 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-siqned by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form O 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required........................................... 19. Erosion Control Plan Required........................................................................ C1I`J 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 21. City of Chico Plumbing permit........................................................................ 22. Site plan and business license approval from the City of Biggs .............................. 23. California Department of Forestr plan approval ❑ paid. Sent by: a 24. Planning approval for (A) Use: Q (B)Parking: (C) Parcel Check:...... ❑ 25. Contact Land Development abou _ Improvements, _ Drainage ........................ IZ- 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... 1335. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone 946-1.341(o, /50- 05aQ and hold for pickup I have been informed of thea ove items and requirements for obtaining a building permit. Applicant: Gt/ Date: 1. Index permit application for the above items numbered: PIan%cltter 2. Additional items re uired Contractor, designer, own r, was advised of the above data by phone, ❑ mail, ❑ counter, by DContractor, designer, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Dae Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date:Plans approved by: Date: Structural reviewed by: _Date: Structural approved by: Date: Note transfer by: f Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds Q OWNER A. P. # 9-14 d 5 PROPROSED BUILDING USE DATE7b� 99 RECEIPT N DATE REC. 1. BUILDING PERMIT FEES �` f S 3y // -- Balance Due ..................... $ � � - `� b 04-6 --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning $ 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid atBuildingDivision) 2 8. SMIP '� t1 a"� y J ��t�� '6—Z6 6-T 9. DRAINAGE FEE 10. OTHER 11. OTHER At time of permit application, as advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed d ' g the p c cking 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. 7/05) Y,Yr �l^, _,f• aa��;o it AL'o u NJ y\ ricF� Department of Michael Crump, Director Public f B U t works LAND DEVELOPMENT DIVISION Storm Water Management Pro;ram 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (i�PDES) Phase Il Construction Storm Water Permit and Storm Water Pollution Prevention Plan (sWPPP) Acknowledgement [LESS THAN 1 ACRE Project Description: Project Location and/or Parcel Number: By signing below, L 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: (�i eyy1 Cir Longfellow Lumber Co. Inc. 89 Loren Avenue Sorensen C Chico, CA 95928 AvidwevP44 n -'1 ZO CA Telephone: (530) 893-0112 Fax: (530) 893-0140 Telephone: Scale: Not to garage Date: 5/20/04 Drawn By: TRM Q, Symbols PLATE LOCATION AND ORIENTATION 3/4' ' Center plate on joint unless x, y offsets are indicated.. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and securely seat. 0 -'/16" *For 4 x 2 orientation, locate plates 0-1i,6' from outside edge of truss. *This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE 4.x 4 The first dimension is the width perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. cm Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft -in -sixteenths 2 TOP CHORDS 3 8 7 6. 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 ICBO 4922, 5243, 5363, 3907 SBCCI 9667, 9730, 9604B, 9511, 9432A MiTek Engineering Reference Sheet: MII-7473 GeneralSafety' Notes Failure to Follow Could Cause.Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing; is always required. See BCSI1. 2. Never exceed the .design loading, shown and never stack materials on inadequately braced trusses. 3. Provide copies of this truss design. to the building designer, erection supervisor, property owner and all other interested parties. O 4. Cut members to bear tightly against each other. M: CL 5. Place plates on each face of truss at each O joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI I. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 8. Unless. expressly noted, this design is not applicable for use with fire retardant or.preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 12. Top chords must be sheathed or purlins provided at spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no.ceiling is installed, unless otherwise noted. 14. Connections not shown are the.responsibility of others. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. © 2004 MITek® atTLOOKER = -� Ix4 GOVT BRACE AT BRACE MB43ER5 LONGER THAN 12' ATTACH AT MIDPOINT OF BRACE W/ 2-8d HAIL5. GABLE DO 5TU0 2x4 HF 5TRONSBACK MAIL TO LEDGER W/ IOd 0 12' OL) — 2X4 HF UXOE2 MAIL TO VERTICAL W/ .IOd NAILS) -`—A35 BRACE TO FLAT —H-3 AT 46' O.C. — Q NOTE: TH15 DETAIL MAY BE USED FOR TF465E5 WITH PITCHED BL. AL50. (0) OPTION TO WES PLATING: Ur -,E (3) - 2' WIRE 5TAPLE5, (0.012 DIAJI5 6A) TOENAILED THRU CHORD INTO WEB t THRU RM INTO CHORD ON ONE FAGS FOR A TOTAL OF b STAPLE5. (PI). (51) 4 (HI) MUST BE PLATED. RX�,y�� 18M � lxlr MUUN 3-IOd . NAILS EACH END 6-104 COMMON 2x6 DIAGONAL NAILS BRACE 0 4D' O.G. O MAX UNBRAGED LEN66TH OF:6ABLE END STUD. (2(4 FIR=LARCH) 5TANDARD = 5' -II' - 01 AND BTR. - TR)55E5 —� 9 NOTE: CABLE END DESIGN BASED ON 75 MPH WIND, EAV RE V AT 0-25 FEET MEAN HE16NT. 1(0 LL '.>U.0 1'SF' TG OL 15.0 PSF BG OL P5F BG LL OA PSF TOTID. 50.0 P5F DURFAC. 1.15 rME OF JOB DETAIL Date: 10-0-0:2 Gary. Hawkins .JOB !`iJ'll'IE LoNOFELLOPSI LLH5M Drawn: AK ARCH&ECT CITY STATE GHIGO CALIFORNIA (530)692-2700 Job no,: 02-116 1370 R1DGEWOOD DR.,'STE.1 O FAx:(530)893-0532 CHICO, CA 95973 garyatihosbcglobalmt - :�' • Vit..»' 4,�0, May 31, 2.002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 . TELEPHONE (916) 676 1900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to .mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'7 0" maximum. If you have any questions, please call meat 1-800-772-5351. Sincerejy, ONG NO. 049919 EXP -30-04 Redong Director of F �h Western Operations RY/ek 2-0-0 5-9-14 � 11-0-0 16.2.2 2-0.0 5-9-14 22-0-0 24-0-0 . 5.2-2 5-2-2 5-9-14 P-0-0 Scale = 1:42.1 44 = 4 3x4 = 7-6-10 14-5-6 7-6-1022-0-0 6-10-13 7-6.10 t: f2:0-2-10 n-n_aT fR•n_9_•In n_n m LOADING(psf) SPACING 2-0-0 CSI Max Uplift2=-24(load case 7), 6=•24(load case 7) TCLL 20.0 Plates Increase TCDL 10.0 1.15 TC 0.38 DEFL in Vert(LL) -0.08 (loc) I/defl Ud PLATES . GRIP 8-10 >999 Lumber Increase BCLL 0.0 Rep Stress Incr 1.15 BC 0.44 Vert(TL) -0.16 240 M1120 220/195 8-10 >999 180 BCDL 7.0 Code UBC97/ANSI95 YES WB 0.21. (Simplified) Horz(TL) 0.03 6 n/a n/a LUMBER roof snow load. 3) Unbalanced snow loads have been considered for this design. Weight: 91 Ib TOP CHORD 2 X 4 DF No.1&Btr G psf chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. Qr�CF ESS/( BRACING N cr�'� -( C• AN �( BOT CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 5-2-11 oc purlins. WEBS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied 10.0-0 * EXP. 06/30/05 or oc bracing. REACTIONS (Ib/size) 2=932/0-3-8,6--932/0-3-8 Max Horz2=-8(load case 5) Max Uplift2=-24(load case 7), 6=•24(load case 7) Max Grav2=991(load case 2), 6=991 (load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37, 2-3=-1468/0, 3.4=-1271/38, 4-5=-1271/38, 5-6=-1468/0, 6-7=0/37 BOT CHORD 2-10=0/1347,9-10=0/926,8-9=0/926,6-8=0/1347 WEBS 3-10=-342/4, 4-10=-26/467, 4-8=•26/467, 5-8=-342/4 ' r NOTES 1) This truss has been designed for the wind loads generated by 75m ph winds at 25 fl above ground level, using 10.0 psf top chord dead load and 7.0 psi bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind- If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase -is 1.33 2) Design load is based on 20.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) This truss has been designed for a 10.0 bottom psf chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. Qr�CF ESS/( LOAD CASE(S) Standard N cr�'� -( C• AN �( C 17180 Z * EXP. 06/30/05 L1�l CMI. �Q �TFOF CALIti May 21,2004 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 11II1-7493 BEFORE USE. Design votid for use only with MTek connectors. This design is based only 7777 Greenback lane upon parameters shown, and is for on individual building component. Applicability of design paromenters and proper incorporation of component is resbuilding g g is for lateral support of individual web members only. 'Additional temporary bracing insurestability during erector. Additional permanent �responsbillity Suite He Citrus Heights, CA, 95610 mig construction is he of the bracing of the overall structure is the responsibility of the building designer. For general guidance regarding (abrication, quality control, storage, delivery, erection and bracing, consul$ ANSI/TPII quality Criteria, DS8•89 and BCSI1 Building Safety Information ovoitoble from Truss Plate Institute, �� 583 D'Onofrio Drive, Madison. W153719. component Welk® Is 0 0 1l1/im! GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCS1.1-03 Guide to Good Prartire fnr Connected Wood Truces for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the BCSI-B3 Summary Sheet - Web Member Permanent Bracing 'roti Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no est6n marcados de ning6n modo que identifique la frecuencia o localization de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instaladon y amostre temporal de los trusses. Vea el folleto BCSI 1-03 Gufa de BuenaProd o para e_ I Mane'o, Instalaci6n v Arriostre de los Trussu de Madera Connectados con Placas de Metaloara para mayor informadon. Los dibujos de diseno de los trusses pueden especificar las Iocalizaciones de los arriostres permanentes en los mlembros Individuales en compresi6n. Vea la hoja res6men mlembros secundarlos (webs) para mayor informad6n. EI resto de ardostres permanentes son la responsabilidad del Disenador del Edificio. QThe consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n pear, muertos o heridos. Banding and truss plates have sharp edges. Wear ,!±S gloves when handling and safety glasses when cutting banding. Empaques y placas de metal tienen bordes m afilados. Use guantes y lentes protectores cuando torte los empaques. HANDLING - MANE)O QAllow no more No permita mas Q Use special care in than 3" of denec- de 3 pulgadas de windy weather or tion for every 10' pandeo por cada 10 near power lines of span. pies de tramo. and airports. is ra n 6*... � r QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK 1r K u, QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por una semana o m6s deben ser elevados con bloques a cada 8 o 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, rubra los paquetes para prevenir aumento de humedad Pero permita ventilation. Utilice cuidado especial en dias ventosos o terra de cables electricos o de aeropuertos. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or less, support at peak. r Levant' del pito los trusses de 20 pies o menos. Trusses up to 20' f Trusses hasta 20' HOISTING — LEVANTAMIENTO r7f Trusses 30' or - LI less, support at t quarter points. t Le de los cuartDs de tr6mo los trusses de 30 pies o menos. I Trusses up to 30' Trusses hasta 30' f�f Hold each truss in position with the erection equipment until temporary bracing is installed and LJ truss is fastened to the bearing points. Sostenga sada truss en posici6n con la gr6a hasta que el arriostre temporal este instalado y el truss asegurado en los s000rtes. Do not lift trusses over 30' by the peak. No levante del pito los trusses de m6s de 30 pies. HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS Toe -in ,._ Spreader bar for truss bundles �` y Tagline O O f if Check banding Revise los empaques IJ prior to moving antes de mover los bundles. paquetes de trusses. Q, Avoid lateral bending. — Evite la flexion lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not stare on uneven ground. 9AOT44(A No almacene en tierra desigual. Tagline T� oe=in Spreader bar 1/2 to 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60' Greater than r Dies 60' or less �— Approx. 1/2 _�I truss length TRUSSES UP TO 30' TRUSSES HASTA 30' Locate Spreader bar Attach above or stiffback max.x. 1 m mid-height ! It— Spreader bar 2/3 to Tagline 3/4 truss length —� E TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE QRefer to BS$I Bra Summary Sheet -Trus In<ralla- tion and Temporary Bracin for more information. Vea el Le5.Qmen K51 -B2 - Instala -i6n de Trusses Y Arriostr Temporal para mayor information. ® Do not walk on unbraced trusses. No camine en trusses sueltos. Locate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el Primer truss directamente en linea con cada una de las filas de arriostres laterales temporales de la cuerda superior Brace first truss well before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) min. 4RACING FOR THREE PLANES OF ROOF I ARRIOSTRE EN TRES PLANOS DE TECHO 7f This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. J Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' D.C. max. Hastal 30 pies 10 pies maximo 30' to 45' . Fox. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 1 6 pies maximo 60' to 80'*4' o.c. max. 60 a 80pies*. 4 pies maxima *Consult a Professional Engineer for trusses longer than *Consul[e a un ingeniero para trusses de mas de 60 pies.. 7f See BCSI-62 for TCTLB options. U Vea el BCSI-B2 para las opciones de TCTLB. : Refer to BCSI-B6 Summary Sheet - Gable End Frame Bracing. Vea elresumen I -7f Repeat diagonal btaco,. BCSI-06 - Arriostre "11 Repila !us arriosties del truss terminal diacionales. de un techo a dos mss' f J( Set first five trusses with spacer pieces, then add diagonals. keper;t LJ process on groups of four trusses until all trusses are set. Instale los cinco pnmeros busses con espaciadores, luego los arrm<ues diagonales. Repita este procedimiento en grupos de cuaoo b ,ssa- hasta que todos Ins Trusses esten instaiados. ) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. . 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. I WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members Diagonal braces every 10 truss 10'-15' max. spaces (20' max.) same spacing as bottom chord Some chord and web members not shown for clari lateral bracing h'• DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing Plywood or OSB Summary She4tt 10' D.C. for 3x2 chords 2 bundles Concrete Block - Temporary and Permanent Bracing 15' o.c. for 4x2 chords or �5 Diagonal braces 10' every 15 truss forfor Pa �IIel Ch�L C�11SLY4Irdchords aces 30' p ( max. ) Trusses for more information. Vea el resumen i BCSI-B7 - Arriostre temporal y oermanente de The end diagonal trusses de cuerdas brace for cantilevered paralelas para mayor trusses must be placed Lateral braces information. on vertical webs In line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION QTolerances for Out -of -Plane. — Tolerancias Para Fuera-dr-Plano. Bovi Max. Max. Truss Length M—xow—�Len ►Bow -----gth-3/4" th — Len 'FLength 12.5 7/8" 14.6' Qrolerances for1 D/50 D (ft.) 1' 16.7' Out -of -Plumb. T 1/4' 1' ; 1-1/8= 188' Tolerancias para C, 1/2° 2' 1-1/4" 20.8' Fuera-de-Plomada. n ; 1.3/8" 22.9' o Plumb 3/4" 3' ibob 1" 4- - 1-1/2" 25.0' 1-1/4" 5' 1-3/4' 29.2' I. ... D/50 max'1-1/2" 6' 2" >:33.3' 1-3/4„ 7, 2" ? 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION 1 r Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for'Materials on Trusses No proceda con la construccibn hasta que todos los arriostres Material Height (h) esten colocados en forma apropiada y Segura. Gypsum Board 12" Do not exceed maximum stack heights. Refer to BCSI-64 s Summary Sheet -Construction Loading for more information. No ekceda las maximas alturas recomendadas. Vea el resumen i BCSI-84 Caroa de Construccion para mayor information. Do not overload small groups or single trusses. No sobrecargue pequenos'grupos o trusses individuales. P!:c� loads J: —r BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:'(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP051971 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/26/2005 APN: 069-190-031-000 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 Site Address: 120 KOKANEE DR ORO License Class : License Number: Date: Contractor: Map Index: OWNER -BUILDER DECLARATION Description: GAR(528) I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: SORENSEN, MARTIN permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 10 VIA MORRO CT signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section CHICO, CA 95928 7000) of Division 3 of the Business and Professions Code) or that he or (530)896-1346 (530)896-1346 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the martin.sorensen@sbcglobal.net applicant to a civil penalty of not more than five hundred dollars ($500).): O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Applicant: SORENSEN, MARTIN intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does 10 VIA MORRO CT such work himself or herself or through his or her own employees, CHICO, CA 95928 provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one (530)896-1346 (530)896-1346 year of completion, the owner -builder will have the burden of martin.sorensen@sbcglobal.net proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Bus es nd Professions Code Date: �L" Z, L Owner: 1,rPefrf WORKERS' COMPENSATION DECLARATION License #: I 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 Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 528 S.F. qQ Policy#: Valuation: $12,672.00 Census Code: I certify that in the performance of the work for which this permit is I issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, t and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 0 5- Applicant• WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is h y issued n the fpplici5le provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions do work in ' abo For w ch fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Date: Address: PERMITXPIRES ON:r-2�--� (Date) `-' ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ • Notification in accordance with Section 19827.5 of California Health 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 the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official rm or document of Butte County. I hereby authorize representatives of Butte County/to enter upon the above mentioned property for inspection purpose l / Print Name: % IN Se265Qt" V Signature: ®v Date: — 2 Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor Longfellow Lumber Co. Inc. 89 Loren Avenue Sorensen Garage Chico, CA 95928 n l Zai C n^l k 0 Job: Telephone: (530) 893-0112 Fax: (530) 893-0140 Telephone: Scale: Not to scale L Symbols Numbering System General Safety'Notes PLATE LOCATION AND ORIENTATION 3/" 'Center plate on joint unless x,'y ° Failure to Follow Could Cause.Property offsets are indicated_ Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths Damage or Personal Injury Apply plates to both sides of truss I . Additional stability bracing for truss system, e.g. and securely seat. diagonal or X -bracing, is always required. See BCSI1. 0_1/76" 2. Never exceed the design loading. shown and never 1 2, 3 stack materials on inadequately braced trusses. TOP CHORDS C1-2 c2-3 3. Provide copies of this truss design to the building pWEBS 4 designer, erection supervisor, property owner and c all other interested parties. For 4 x 2 orientation, locate 3��13 ,Oplates Y[NI 4. Cut members to bear tightly against each other. 0-'hd' from outside a �,. "U edge of truss.O 5. Place laces on each face of truss at each joint ad embed full Knots and wane at oint y' C6.1' CS6 H BOTTOM CHORDS locations are regulated by ANSI/TP11. *This symbol indicates the 8 7 required direction of slots in 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 7. Unless otherwise noted, moisture content of lumber software or upon request. shall not exceed 19% at time of fabrication. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless. expressly noted, this design is not applicable for PLATE SIZE THE LEFT. use with fire retardant or preservative treated lumber: . The first dimension is the width 4 v 4 /) CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is a non-structural consideration and is the /x perpendicular to slots. Second responsibility of truss fabricator. General practice is to dimension is the length parallel camber for dead load deflection. to slots. LATERAL BRACING CONNECTOR PLATE CODE APPROVALS' 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. Indicated by symbol shown and/or by text in the bracing section of the BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. output. Use T, I or Eliminator bracing if indicated. ICBG 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at BEARING SBCCI 9667, 9730, 96048, 951 1, 9432A spacing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing, Indicates location where bearings or less, if no ceiling is installed, unless otherwise noted. (supports) occur. Icons vary but reaction section indicates joint 14. Connectig4ns not shown are theresponsibility of others. number where bearings occur.. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. �!® Industry Standards: 16. Install and load vertically unless indicated otherwise. ANSI/TPI l : National Design Specification for Metal MiTek® Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 © 2004 MiTek® Ix4 DONT BRACE AT BRACE .NDOERS LOWAR THAN 72' ATTACH AT MIDPOINT OF BRACE hU 2-13d NAIL5 GABLE END 5TUD 2x4 FF 5TRONSBACK MAIL TO.LE06ER W/ IOd B 12' O.Cj — 2X4 HF LE06M (NAIL TO VERTICAL W/ .10d NAIL5) s �o \-- BRACE TO FLAT XVVII r --H-3 AT 48' O.C. 0 . NOTE: THI5 DETAIL MAY BE 1,15ED FOR TRUSSES WITH PITCHED B.C. AL50. (0) OPTION TO WEB PLATING- USE (3) - 2' WIRE 5TAPLE5. (0.072 DIAJ15 6A) TOENAILED THRU CHORD INTO WEB 4 THRU NEB INTO CHORD ON ONE FACE FOR A TOTAL OF b'STAPLES. (PI): (51) 4 (HI) M)5T -BE PLATED, ;•.,,,, '�� FCS E�. IBM txAr oL-wr. `3-10d. NAILS EACH END b-IOd COMMON 2xb DIA60NAL NAIL5 BRACE o 48' O.G. MAX UNBRACED LEN6TH OF:6ABLE END STUD. (2x4 FIR-LARCFU STANDARD = 5' -II' MI AND BTR. -1RU55E5 —� TO LL 300 P5F TC DL 154 PSF NOTE: 6ABLE END DESIGN BASED BC OL PSF BG LL 0.0 P5F ON 75 MPH WIND, E�OSURE 'B' TOTI D. 50.0 P5F AT 0-25 FEET MEAN HE16NT. DURPAC. 1.15 TYPE OF JOB DETAIL .108 NAME Lo ffuoN Lumpur CITY, STATE CHICO, CALIFORNIA l Date: 10-18-02 Gary. Hawkins ARCHITECT Drawn: AK (530) 892-2700 Job no.: 02-1 (2 1370 RIDGEWOOD 0R.,'S7E.1 O FAX:(530)893-0532 C+HICO, CA 95973 garyatihmsbcg)obalnet fp mx z - �' • ; Com.. 4. �'L. May 31, 2.002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 MiTek Industries, Inc. truss designs are adequate to support tip to an additional 150 pounds per truss due to .mechanical loads. If this load falls at a panel point, no revision -to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30' 0" maximum. If you have any questions, please call meat 1-800-772-5351. Sincer4y, QRpFESS10 , , Cl�pONG NO. Q049919 .� Redong �.qr�, Director of F eh Western Operations RY/ek Job Truss Truss Type Qty Ply Sorensen Garage IEAVGAR D1 FINK 12 1 R1227280 Longfellow lumber Co., Inc., Chico, Ca. 95928.7434 Job Reference (optional) 5.200 s Jan 16 2004 MiTek Industries, Inc. Thu May 20 09:57:00 2004 Pag -2-0-05-9-14 16-2-2 —I 59-14 11-0-0 22-0-0 24-0-0 2-0-0 5-9-14 5-2-2 5-2-2 5-9-14 2.0..0 Scale = 1:42.1 4x4 = 4 7-6-10 3x4 = 3x4 = 3x4 = 6-10-13 7-6-10 LOADING (psf) TCLL 20.0 SPACING Plates Increase 2-0-0 1.15 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCDL 10.0 Lumber Increase 1.15 TC 0.38 BC 0.44 Vert(LL) -0.08 Vert(TL) 8-10 >999 240 8-10 M1120 220/195 BCLL 0.0 BCDL 7.0 Rep Stress Incr YES WB 0.21. -0.16 Horz(TL) 0.03 >999 180 6 n/a n/a oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 H by 24 ft with exposure B ASCE 7-93 UBC97/ANSI95 If Code UBC97/ANS195 (Simplified) grip 1.33 2) Design load is based on 20.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered'for this design. 4) Overhang has been design for 2.00 times live load + dead load. ` 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. ES$J0�91 LOAD CASE(S) Standard Weight: 91 Ib LUMBER TOP CHORD 2 X 4 OF No.18Btr G C 17180 z BRACING BOT CHORD 2 X 4 DF tr G TOP CHORD Sheathed or 5-2-11 oc purlins. WEBS 2 X 4 DF Std G Stcl G CIVIL �P �TFOF BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=932/0-3-8,6A932/0-3-8 Max Horz2=-8(load case 5) Max Uplift2=-24(load case 7), 6=-24(load case 7) Max Grav2=991(load case 2), 6=991 (load case 3) FORCES (lb) - Maximum Compression/Maximum Tension / TOP CHORD 1-2=0/37, 2-3=-1468/0,3-4=-1271/38,4-5=-1 271/38,5-6=-1468/0,6-7=0/37 BOT CHORD 2-10=0/1347, 9-10=0/926, 8-9=0/926.6-8=0/1347 WEBS 3-10=-342/4, 4-10=-26/467, 4-8=-26/467, 5-8=-342/4 NOTES / 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane / oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 H by 24 ft with exposure B ASCE 7-93 UBC97/ANSI95 If per end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate increase is i grip 1.33 2) Design load is based on 20.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered'for this design. 4) Overhang has been design for 2.00 times live load + dead load. ` 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. ES$J0�91 LOAD CASE(S) Standard ��PROF C• AN�F� C 17180 z * EXP. 06/30/05 CIVIL �P �TFOF CAt�F��� May 21,2004 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED IKITEX REFERENCE PAGE AIII-7473 BEFORE USE. Design valid for use onlywilh Milek connectors. This design is based only upon Applicability of design poromenters and proper ihis d 9 y P Parameters shown, and is for on individual building component. P 7777 Greenback lane Suite 109 is for lateral support F porotion of component is responsibility of building designer - not truss designer. Bracing shown ' pport of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building fabrication, Citrus Heights, CA, 95610 - 1 designer. For general guidance regarding quality control, storage, delivery, erection and bracing. consult ANSI/TPII Quall Criteria, DSB- Safety Information ovoloble from Truss Plate Inslilule, 583 D'Onofrio Drive. Madison. WI 53719.N 89 and BCSII Building Component MiTek® Ig I►.'li- W GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSL 1-03 Guide to Good Practice for Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on Individual compression members. Refer to the BC5I-B3 Summary Sheet - Web Member Permanent Bracing/Web Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estan marcados de ning6n modo que identifique la frecuenda o localizaci6n de los arriostres (bracing) temporales. Use las recomendaciones de manejo, instalad6n y arriostre temporal de los trusses. Vea el folleto BCSI 1-03 Gula de Buena Pradica para el Maneio Instalad6n v Arriostre de los Trusses de Madera Connectados con Placas de Metaloara para mayor informad6n. Los dibujos de diseno de los trusses pueden especificar las localizaciones de los arriostres permanentes en los miembms Individuales en compresi6n. Vea la hoja Les6me0 SCSI -B3 para los arriostres permanentes y refuerzos "los; miembros secundados (webs) para mayor informad6n. EI resto de ardostres permanentes son la responsabllidad del Disehador del Edificio. 0 The consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalacitin y arriostre inadecuados, puede ser la caida de la estructura o aun peor, muertos o heridos. HAND ERECTION — LEVANTAMIENTO A MANO of Trusses 20' or ;%`; ; Trusses 30' or LJ less, support less, support at at peak, quarter points. f ` Levante Levante de del pito los los cuartps trusses de 20 de tramo los pies o menus. trusses de 30 I� Trusses up to 20' pies o menos. Trusses up to 30' Trusses hasta 20' Trusses hasta 30' HOISTING — LEVANTAMIENTO r7( Hold each truss in position with the erection equipment until temporary bracing is installed and LJ truss is fastened to the bearing points. Sostenga cada truss en posici6n con la gn)a hasta que el arriostre temporal este instalado y el truss aspourarin Pn Inc SnnnrtPs Do not lift trusses over 30' by the peak. No levante del pito los trusses de mas de 30 pies. HOISTING RECOMMENDATIONS BY TRUSS SPAN '!!SBanding and truss plates have sharp edges. Wear RECOMMENDACIONES DE LEVANTAMIENTO gloves when handling and safety glasses when POR LONGITUD DEL TRUSS cutting banding. Empaques y placas de metal tienen bordes m afilados. Use guantes y lentes protectores cuando torte los empaques. HANDLING - MANEJO QAllow no more No permita mas 0 Use special care in than 3" of defec- de 3 pulgadas de windy weather or tion for every 10' pandeo por cada 10 near power lines of span. pies de tramo. and airports. is 10, 10 Pick up vertical levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK tt U� r7v Bundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por una semana o mas deben ser elevados con bloques a cada 8 o 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cobra los paquetes para prevenir aumento de humedad Pero permita ventilaci6n. Utilise cuidado especial en dias ventosos o cerca de cables eldctricos o de aeropuertos. Toe -in � Spreader bart\or. truss bundles i Ta line r oa��o g O O f if Check banding Revise los empaques IJ prior to moving antes de mover los bundles. paquetes de trusses. Q Avoid lateral bending. — Evite la flexi6n lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. _1111!1ABOA1:10'101U FI\ .�FA � Greater than r 30 PIES Tagline {� reader bar T�In Spreader bar 1/2 to —�I 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60' Locate Spreader bar above or stiffback mid -height ' 60' or less F Approx. 1/2 �I truss length TRUSSES UP TO 30' TRUSSES HASTA 30' Attach 10' o.c. max. Spreader bar 2/3 -to le—�' Tagline 3/4 trussngth +_ TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE QRefer to BC51-B2 Summary Sheet Truss Installa- tion and Temporary Bra inq for more information. Vea el resumen BCSI-82 - Instala -i6n cle Trusses y Arriostr Temporal para mayor informaci6n. ® Do not walk on unbraced trusses. No camine en trusses sueltos. 10 Locate ground braces for first truss directly n line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cada una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well �- before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) min. TRACING FOR THREE PLANES OF ROOF I ARRIOSTRE EN TRES PLANOS DE TECHO 7f This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. J Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. TOP CHORD — CUERDA SUPERIOR Truss Spah Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 ies m3ximo 30' to 45' 8' D.C. max. 30 a 45 pies 8 pies m3ximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' O.c. max. 60 a 80 pies* 4 pies m6ximo -Consult a un Professional Engineer for truImas ger than 60'. `Consulte a un ingeniero para trusses e 60 pies. 7f See BCSI-B2 for TCTLB-Options. J vea el BCSI-B2 para las opciones de TCTLB. .> Refer to BCSI-B6 Summary Sheet - Gable End Frame cin Bra el r7( Repeat diago,ul vea el reslimen Iv.J BCSI-B6 -'Arriostre Repita kis arriostl es del truss terminal diagonales. de un techo a dos aquas' Set first five trusses with spacer pieces, then add diagonals. Reper.i' process on groups of four trusses until all trusses are set. Instale los cinm pnmeros busses con espaciadores, luego !os arnosties diagonales. Repita este procedimiento en grupos de cuatro t; .s,:�- pasta que tudos Ins trusses esten instaiados. BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12'length lapped /' ` over two trusses.. <<f_ . Z _ 10'-15' max. >�r Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. I WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members Diagonal braces every 10 truss 10'-15' max. spaces (20' max.) same spacing as bottom chord Some chord and web members not shown for clan lateral bracing h'• DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 Q Refer to BCSI-B7 Maximum lateral brace spacing Summarvheet 10' o.c. for 3x2 chords - Tem ora and 15' D.C. for 4x2 chords Diagonal braces Permanent Bracing 10' of 15 eve�spaces(��36FQax.) 15 truss forfo(fLl�ll el Chord llllel ChordChord = Trusses for more information. nz Vea el reslimen Gypsum Board 12" BCSI-B7 - Arriostre — temooral 16" Asphalt Shingles v-�---- Dermanente de The end diagonal — 8" trusses de cuerdas brace for cantilevered 3-4 tiles high Daralelas para mayor trusses must be placed Lateral braces — ALTERACIONES informad6n. on vertical webs in line 2x4x12' length lapped QRefer to BCSf-65 Summary sheet - Trus Damage 1 with the support. over two trusses. rrors- INSTALLING - INSTALACION en la Obra v Erroms dp lmmlar-iAn QTolerances for Out -of -Plane. — Tolerancias tiara Fuera-de-Plano. - . Bow Length —► Max. BowMax — Max. Bow Truss Length Max.. B w ---- le Length ,..' 3/4' 12.5' 7/8" 14.6' Qtolerances for D/50 D (ft.) 1' 16.7' Out -of -Plumb. 1' 1.1/8" 18.8' Tolerancias para 1/2" 2' 1-1/4' 20.8' Fuera-de-Plomada. t o Plumb 3/4" 3' ' bob 1„ 4' 1 1-1/4" 5' D/5o max 1-1/2" 6' 1-3/4" 7' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for,Materiais on Trusses j No proceda con la construcci6n hasta que todos los arriostres esten colocados en forma apropiada y segura. Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high Do not exceed maximum stack heights. Refer to SCSI -B4 Summar, Sheet -Constr -tion d' for more information. No ekceda las maximas alturas recomendadas. Veal el res6men BCSI-84 Caroa de Constr i6n para mayor informaci6n. Do not overload small groups or single trusses. No sobrecargue pequefios'grupos 0 trusses individuates. ® Dta,:i halls o'eei as :thin, h'; .1:;e5 Coloque las carga-; sobre rant-; lrusg,as :•,�;;1::.. ,: ,•ny,.: �. aPosition mads over load bearnc v:al!s. t ologtra las cargas sobie las paredre snp•.uI �• / ALTERATIONS — ALTERACIONES QRefer to BCSf-65 Summary sheet - Trus Damage 1 't Modifications and Installation rrors- Vea el resumen B I -B Dano d tr r c Modificaciones en la Obra v Erroms dp lmmlar-iAn Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design drawing. No torte, altere o perfore ning6n miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo. del diseno del truss. Qr Trusses that have been overloaded during construction or altered without.the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la cbnstrucci6rl o han lido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction pracdces from a competent party. The methods and procedures outlined are intended to ensure that the overall construction techniques employed will put floor and roof trusses into place SAFELY. These recommendations for handling, installing and bracing wood busses are based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection installation Contractor. It Is not intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect. Engineer, the Building Designer, the Erection/Installatlon Contractor or otherwise) for handling, installing and bracing wood trusses and It does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the tons Erection/installation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and Information contained herein. WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WrCA Center • 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive • Madison, WI 53719 608/274-4849 • www.woodlruss.com 608/833-5900 • wvmApinst.org BIWARN31x17 031125 a General Notes It is the intent of these plans to conform to the 1997 edition of the UNIFORM BUILDING CODE (UBC) .1998 edition of the CALIFORNIA BUILDING CODE (CBC) and current editions of the UNIFORM MECHANICAL CODE (UMC), NATIONAL ELECTRIC CODE (NEC) as well as all applicable local regulations as deemed necessary by the chief building official in the area of proposed construction for the purpose of obtaining a building permit. Where the plans differ; the codes govern and the designer shall be notified. The designer is not responsible for existing structures. The site plan is schematic only with information supplied by the owner, assessor's parcel map and rough field measurement and not intended to represent a legal survey or all conditions existing on the parcel. The .designer is not responsible for compliance with health or zoning rag! dations of other rules concerning the feasibility of the project. Information ;hat is not written is not implied. Unauthorized reproduction of these documents is prohibited. The plans should be considered incomplete and subject to change until approved by governing agencies and building permit is issued. The designer shall be consulted before any changes are made either on the plans or in the field. Framing dimensions are to face of stud written dimensions always take precedence over scale dimensions. All dimensions shall be verified in the field by the contractor Finishes 1. 1.Roof covering shall be class "A" fire rated assembly over one layer of 15# felt paper and applied as prescribed in section 1501.2 U.B.C. (unless otherwise noted) 2. Rain cutters with downspouts shall be provided with splash blocks. 3. Exterior siding shall be applied over approved building paper. See drawing for proper nailing. 4. Exposed wood shall be protected with 2 coats of an approved wood preservative per section 2302 U.B.C. 5. Interior sheet rock shall be installed in accordance with section 2511 U.B.C. and shall be taped and textured unless otherwise specified on the drawings. 6. Tubs and showers not of fiberglass shall have moisture protection to 72" minimum. 7. Glazina less than 60" above drain inlet at tub and shower enclosures and all recuired locations shall be safety glazing per standard 24-2 U.B.C. (see plans and elevations). Foundation design is based on minimum footing dimension as set forth in table 29-A&B of chl apter 29 U.B.C. Assume class 5 soil with allowable soil bearing pressure of 1000 p.s.f. with a constant expansion index less than 20 1. Site trading and excavation shall conform to chapter 33 U.B.C. Concrete shall conform to chapter 19 U.B.C. 2. Concrete shall be 5 sack mix and resist 2500psi in 28 says unless otherwise specified. Sections 1904,1905 U.B.C. 3. All siabs shall be 4'' thick with 6"X6" #10 X #10 wire over compacted crushed rock or sand. Provide 6 mil visqueen moisture barrier under living areas. 4. Footings shall bear on undisturbed soil or engineered fill at the depth indicated on the drawings per section 1915 U.B.C. 5. Footings to have #4 rebar 3" (horiz.) from the top and bottom with not more tan 18" between. Provide #4 rebar (vert.) at 24" O.C. if stemwall exceeds 24" o.c. if stemwall exceeds 24" in height per section 1907 U.B.C. 6. Anchor bolts shall be 5/8" dia. x 10" at 72" o.c. (one story) and 48" o.c. 7. (two story) and 6'° from ends and splices, 1-1/2" from edge of concrete and imbedded 7" minimum. Provide 2" x 2" x 3/16" bearing plates per sections 1806.6. 2326.6 U.B.C. 8. Vertica! clearance of wood members to earth shall be minimum 12 inches at floor girders and 18inches at floor joists per section 2306.3 U.B.C. 9. Use :vet anchcrs in concrete footings (8" above finish grade minimum) at all posts over 30" high. All hardware connected to pressure treated material shall be hot dipped galvanized" per section 2304.3 U.B.C. 10. Foundation vents shall equal 1 square foot of vent space for every 150 square feet of under floor area and to be covered with 1/4" corrosion resistant wire mesh per section 2306.7 U.B.C. 11. Slope finish grade away from foundations minimum '/4" pre foot for a minimum of 48" per section 3314 U.B.C. 12. Provide minimum of 20 linear feet of bare #4 AWG copper wire as grounding electrode per section 250-18(c) N.E.C. Rough Carpentry shall conform to chapter 23 U.B.C. 1. Framing lumber shall be Douglas Fir standard or better. Joists, rafters, beams and purlins shall be Douglas Fir #1. Plywood shall be Douglas Fir CDX (T&G), block all edges and comply with PS -1-74 American Plywood Association and Standards 23-2, 23-3 U.B.C. 2. Double top plates shall be lapped a minimum of 48" at splices. Nail with 16d at 16" o.c. and 2-16d each side of joint. Lap plates at intersecting walls Section 2326.11 U.B.C. 3. Altemate braced wall panels shall be minimum 2'-8" in length and maximum 10'-0" in height per section 2320.11.4 U.B.C. 4. Provide solid blocks at all joist and rafter ends. Members 2 X12 or larger sha!! have blocks at 8' o.c. Fire blocks at ceilings, floors, furred ceilings, stairs. soffits, showers and all draft openings not to exceed 10 ft. max. in both vertical and horizontal directions. Splice joists and rafters over bearing walls only per sections 708, 709, 710, 2326.8.6 U.B.C. 5. Provide approved building paper under siding and approved flashing at exterior openings. Section 1402.2, 1508, 2320 U.B.C. 6. All roof openings shall be between rafters or roof truss'; All floor openings shall be between joists unless properly headed as noted on drawings. Sections 2326.8.4. 2326.12.5 7. Brace purlins, rafters, hips, valleys, ridge boards and roof truss' to bearing walls or beams only. Provide multiple stud and/or solid blocking under multiple roof truss. Section 2326.12 U.B.C. 8. California framing shall be 2X6 rafters and 2X8 ridges and hips unless otherwise noted on drawings. Brace California framing to typical framing below California framed areas. Provide solid blocks or continuous flat 2X member under ends of all rafters. 9. Attic vents shall equal 1 square foot of vent space for every 150 square feet . of attic area and be covered with '/4" corrosion resistant wire mesh per section 1505.3 U.B.C. 10. Provide insulation baffles between rafters at eave vents to allow 1" (min.) airspace. 11. Firewall penetrations (for plumbing, electrical, venting or other) shall be fire stopped with approved material and in an approve manor as prescribed in sections 710, 714 U.B.C. 12. (Nailing not called out shall be in accordance with Table 23-1-Q and section 2310 U.B.C. 13. Floor joist sizing and spacing shall be per Tables 23-1-j-1 thru 2 U.B.C. Ceiling joist sizing and spacing shall be per Tables 23 -1 -V -J-3 thru 4 U.B.C. Roof rafter sizing and spacing shall be per Tables 23=1 -V -R-1 thru 12 U.B.C. P _= Q e , c f 1 BC CALC®R 2003 DESIGN REPORT - US Sunday, March 28.200412:558 SCIONS` Single 3 1/2" x-11 1/4" VERSA-LAM(g) 3080 DF File Name: BC CALC Project: R802 Job Name: Sorensen Garaae Description: Address:, Specifier: City, State, Zip: Forest 'Ranch, CA Designer. Kirby Drafting Customer: Company: 1,�cde recons: ICBG 5=33. NER= Misc: C Stancard Load 25 psf 1 15 psf Tributary 12-00-00; 7 i A Bi 80 2400 lbs LL 2400 ;bs LL 1521 lbs DL 152' :bs DL Totai Horizontal Length - 16-00-00 General Data Load Summar -1 Dur. Version: US :mPerial ID Description Load Type Ref. Start End Type Value Trib. S Standard Load Unf. Area Leri 00-00-00 16-00-00 Live 25 psf 12-00-00 1154o Memter Type: Rccf Beam Dead 15 psf 12-00-00 90% Number of Spans: Left Cantilever: No Controls Summary Rich, Cantilever: No Control Type Value % Allowable Duration Load Case Span Location 15584 ft -lbs 71.5% 115% 2 1 interval...1cment sicoe: 0:`12 Ne -o. `Moment 0 ^-lbs n/a 100% Tributary: i 2-:30 -0- 0c Shear 31A -4-1 lbs 40.2% 115% 2 1 Left _ 7Z)-.=' Load Defl. L!221 10.87") 81.6% 2 1 Load Defl. L`390 (0.533") 66.6% 2 1 ':tax Defl. 87.0% 2 'Live Lcad: 25 csf Dead Load: 15 psf Notes Pam:Ccn Load:Total �es:cn meets Code minimum (L/180 load deflection criteria. Dura'.;on: Des.:c-n meets Code minimum (L/240) Live load deflection criteria. '=Z; -::n meets arbitrary (1") Maximum load deflection criteria. Disclosure bearing length for BO is 1-1/2". The comoieieness aro accuracy cf :'. Ii.r. :mum bearino lenath for B1 is 1-1/2". the input must be ver—ifle-i by anyone Al_=mber Slope = 0, consider drainage. who wouid rely on t^e cutout as E.nt=_.,ed/Displaved Horizontal Span Lenoth(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing evidence of suitability' for a parEicuiar application. The output above is based upon building code-_=ccepted desicriproperties and ansivsis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide oplicable building codes. and the applicable To obtain an lnstaliaticn Guide or if you have any questions. please cc-:;: (800 ' )232-0788 before beginning product installation. BC CALC0, BC FRAMER®, BCI©. 5,0 RIM BOARDTM. BC OSB -RIM BOARYLI, BOISE GLULAMTm, VERSA-LAMO, VERSA -RIM®, VERSA -RIM PLUSS. VERSA -STRAND_,`. VERSA -STUD®. ALLJOISTO and AJS-" are trademar-Ks of Boise Cascade Corporation. P _= Q e , c f 1 General Notes It is the intent of these plans to conform to the 1997 edition of the UNIFORM BUILDING CODE (UBC) .1998 edition of the CALIFORNIA BUILDING CODE (CBC) and current editions of the UNIFORM MECHANICAL CODE (UMC), NATIONAL ELECTRIC CODE (NEC) as well as all applicable local regulations as deemed necessary by the chief building official in the area of proposed construction for the purpose of obtaining a building permit. Where the plans differ; the codes govern and the designer shall be notified. The designer is not responsible for existing structures. The site plan is schematic only with information supplied by the owner, assessor's parcel map and rough field measurement and not intended to represent a legal survey or all conditions existing on the parcel. The designer is not responsible for compliance with health or zoning regulations of other rules concerning the feasibility of the project. Information that is not written is not implied. Unauthorized reproduction of these documents is prohibited. The plans should be considered incomplete and subject 'to change until approved by governing agencies and building permit is issued. The designer shall be consulted before any changes are made either on the plans or in the field. Framing dimensions are to face of stud written dimensions zlways take precedence over scale dimensions. All dimensions shall be verified in the field by the contractor Finishes 1. 1.Rgof covering shal be class "A" fire rated assembly over one layer of 15# felt paper and applied as prescribed in section`1501.2 U.B.C. (unless otherwise noted) 2. Rain ;utters with downspouts shall be provided with splash blocks. 3. Exterior siding shall be applied over approved building paper. See drawing for proper nailing. 4. Exposed wood shall be protected with 2 coats of an approved wood prese^iative per section 2302 U.B.C. 5. 'Interior sheet rock shall be installed in accordance with section 2511 U.B.C. and shall be taped and textured unless otherwise specified on the drawings. 6. Tubs and showers not of fiberglass shall have moisture protection to 72" minimum. 7. Glazina less than 60" above drain inlet at tub and shower enclosures and all recuired locations shall be safety glazing per standard 24-2 U.B.C. (see plans and elevations). Foundation design is based on minimum footing dimension as set forth in table 29-A&B of chapter 29 U.B.C. Assume class 5 soil with allowable soil bearing pressure of 1000 p.s.f. with a constant expansion index Fess than 20 1. Site grading and excavation shall conform to chapter 33 U.B:C. Concrete shall conform to chapter 19 U.B.C. 2. Concrete shall be 5 sack mix and resist 2500psi in 28 says unless otherwise specified. Sections 1904,1905 U.B.C. 3. All siabs shall be 4" thick with 6"X6" #10 X #10 wire over compacted crushed rock or sand. Provide 6 mil visqueen moisture barrier under living areas. A. Footincs shall bear on undisturbed soil or engineered fill at the depth indicated on the drawings per section 1915 U.B.C. 5. Footings to have #4 rebar 3" (horiz.) from the top and bottom with not more thlan 18" between. Provide #4 rebar (vert.) at 24" O.C. if stemwall exceeds 24" o.c. if stemwall exceeds 24" in height per section 1907 U.B.C. 6. Anchor bolts shall be 5/8" dia. x 10" at 72" o.c. (one story) and 48" o.c. 7. (two story) and 6" from ends and splices, 1-1/2" from edge of concrete and imbedded 7" minimum. Provide 2" x 2" x 3/16" bearing plates per sections 1806.6. 2326.6 U.B.C. 8. Vertica! clearance of wood members to earth shall be minimum 12 inches at floor girders and 18inches at floorjoists per section 2306.3 U.B.C. 9. Use ;vet anchors in concrete footings (8" above finish grade minimum) at all posts over 30" high. All hardware connected to pressure treated material shall, be -hot dipped galvanized" per section 2304.3 U.B.C. 10. Foundation vents shall equal 1 square foot of vent space for every 150 square feet of under floor area and to be covered with 1/4" corrosion resistant wire mesh per section 2306.7 U.B.C. 11. Slope :finish grade away from foundations minimum W pre foot for a minimum of 48' per section 3314 U.B.C. 12. Provide minimum of 20 linear feet of bare #4 AWG copper wire as grounding electrode per section 250-18(c) N.E.C. 9 Rough Carpentry shall conform to chapter 23 U.B.C. 1. Framing lumber shall be Douglas Fir standard or better. Joists, rafters, beams and purlins shall be Douglas Fir #1. Plywood shall be Douglas Fir CDX (T&G), block all edges and comply with PS -1-74 American Plywood Association and Standards 23-2, 23-3 U.B.C. 2. Double top plates shall be lapped a minimum of 48" at splices. Nail with 16d at 16" o.c. and 2-16d each side of joint. Lap plates at intersecting walls Section 2326.11 U.B.C. 3. Altemate braced wall panels shall be minimum 2'-8" in length and maximum 10'-0" in height per section 2320.11.4 U.B.C. 4. Provide solid blocks at all joist and rafter ends. Members 2 X12 or larger sha'! have blocks at 8' o.c. Fire blocks at ceilings, floors, furred ceilings, stairs. soffits, showers and all draft openings not to exceed 10 ft. max. in both v.=rtical and horizontal directions. Splice joists and rafters over bearing walls only per sections 708, 709, 710, 2326.8.6 U.B.C. 5. Provide approved building paper under siding and approved flashing at exterior openings. Section 1402.2, 1508, 2320 U.B.C. 6. All roof openings shall be between rafters or roof truss'; All floor openings shall be between joists unless properly headed as noted on drawings. Sections 2326.8.4, 2326.12.5 7. Brace purlins, rafters,' hips, valleys, ridge boards and roof truss' to bearing walls or beams only. Provide multiple stud and/or solid blocking under multiple roof truss. Section 2326.12 U.B.C. 8. California framing shall be 2X6 rafters and 2X8 ridges and hips unless otherwise noted on drawings. Brace California framing to typical framing below California framed areas. Provide solid blocks or continuous flat 2X member under ends of all rafters. 9. Attic vents shall equal 1 square foot of vent space for every 150 square feet . of attic area and be covered with YV corrosion resistant wire mesh per section 1505.3 U.B.C. 10. Provide insulation baffles between rafters at eave vents to allow 1" (min.) airspace. 11. Firewall penetrations (for plumbing, electrical, venting or other) shall be fire stopped with approved material and in an approve manor as prescribed in sections 710, 714 U.B.C. 12. Mailing not called out shall be in accordance with Table 23-1-Q and section 2310 U.B.C. 13. Floor joist sizing and spacing shall be per Tables 23-1+1 thru 2 U.B.C. Ceiling joist sizing and spacing shall be per Tables 23 -1 -V -J-3 thru 4 U. B.C. Roof rafter sizing and spacing shall be per Tables 23 -1 -V -R-1 thru 12 U.B.C. ® BC CALC® 2003 DESIGN REPORT - US Sunday, March 28.'2004 12:58 J - Single 3 1/2" x- 11 1/4" VERSA -LAM® 3080 DF File Name: BC CALC Project: R602 Job Name: Sorensen Garace Description: Address:. Specifier: City: State, Zip: Forest Ranch. CA Designer. Kirby Drafting Customer: Company: Lode reports: ICBG 5 3. N E R % Misc: r _1.2 Star card Load - 25 psf 1 15 osf Tributary 12-00-00; Ailk: B1 BO 2400 lbs LL 2400 ;bs LL 1521 lbs DL 152' ibs DL Total Horizontal Length - 16-00-00 General Data Verson: US :mPeri21 Member Type: Rccf Beam Number of Spans: Le?'•. Cantilever. No Richt Cantilever: No Tributa v: 12 0 Live Load: 25 -psf Dead Load: 15 psf Pan.;t cn Load: Durs on: Disclosure The comoieieness E,70 accuracy c. the input must be ve::&d by anyone who wouid rely on t^e output as evidence of suitabili`i`or a pan:cuiar application. The output above is based upon building code -accepted desicn -properties and anaivsis methods. Installation of BOISE engineered wood products must be in accordance with the current Instailadon Guide and the applicable building codes. To obtain an Instaliaticn Guide or if you have any questions. please ca:! (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCIO. K RIM BOARDT". BC OSB RIM BOARDT", BOISE GLULAMTT" VERSA -LAM®. VERSA -RIM®, VERSA -RIM PLUS. VERSA -STRAND". VERSA -STUD®. ALLJOISTO and AJSI are trademar.<=_ of Boise Cascade Corr -oration. Load Summary ID Description Load Type S Standard Load Unf. Area Controls Summary Control Type Value '.;c^er.t i 5684 ft -lbs Ne -z. Moment 0 f: -lbs _..^ Shear 34'61 lbs -.,�' Load Defl. L!221 ;0.87") Live Load Defl. L'360 (0.533") Max Defl. _.r " Ref. Start End Type Lest 00-00-00 16-00-00 Live Dead % Allowable Duration 71.5% 115% n/a 100% 40.2% 115% 81.6% 66.6% 87.0% Value Trib. Dur. 25 psf 12-00-00 115`,% 15 psf 12-00-00 90% Load Case Span Location 2 1 - Internal 2 1 - Left 2 1 2 1 2 1 Notes =s:on meets Code fninimum (U180) Total load deflection criteria. �es'cn meets Code minimum (U240) Live load deflection criteria. -=sin meets arbitrary (1") Maximum load deflection criteria. ...::-rum bearing length for 80 is 1 1/2". %ii-murn bearinc !enoth for 81 is 1-1/2". 1:'e: ber Slope = 0, consider drainace. En eyed/Displaved Horiz--ntal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing C4 General Notes It is the intent of these plans to conform to the 1997 edition of the UNIFORM BUILDING CODE (UBC) .1998 edition of the CALIFORNIA BUILDING CODE (CBC) and current editions of the UNIFORM MECHANICAL CODE (UMC), NATIONAL ELECTRIC CODE (NEC) as well as all applicable local regulations as deemed necessary by the chief building official in the area of proposed construction for the purpose of obtaining a building permit. Where the plans differ, the codes govern and the designer shall be notified. The designer is not responsible for existing structures. The site plan is schematic only with information supplied by the owner; assessor's parcel map and rough field measurement and not intended to represent a legal surveyor all conditions existing on the parcel. The designer is not responsible for compliance with health or zoning reguiations of other rules concerning the feasibility of the project. Information that is not written is not implied. Unauthorized reproduction of these documents is prohibited. The plans should be considered incomplete and subject to change until approved by governing agencies and building permit is issued. The designer shall be consulted before any changes are made either on the plans or in the field. Framing dimensions are to face of stud written dimensions always take precedence over scale dimensions. Ari dimensions shall be verified in the field by the contractor Finishes 1. 1.Roof covering shall be class "A" fire rated assembly over one layer of 15# felt paper and applied as prescribed in section 1501.2 U.B.C. (unless otherwise noted) 2. Rain gutters with downspouts shall be provided with splash blocks. 3. Exterior siding shall be applied over approved building paper. See drawing for proper nailing. 4. Exposed wood shall be protected with 2 coats of an approved wood preservative per section 2302 U.B.C. 5. Interior sheet rock shall be installed in accordance with section 2511 U. B.C. and shall be taped and textured unless otherwise specified on the drawings. 6. Tubs and showers not of fiberglass shall have moisture protection to 72" minimum. 7. Glazina less than 60:' above drain inlet at tub and shower enclosures and all recuired locations shall be safety glazing per standard 24-2 U.B.C. (see plans and elevations). �r Foundation design is based on minimum footing dimension as set forth in table 29-A&B of chapter 29 U.B.C. Assume class 5 soil with allowable soil bearing pressure of 1000 p.s.f. with a constant expansion index less than 20 1. Site grading and excavation shall conform to chapter 33 U.B.C. Concrete shall conform to chapter 19 U.B.C. 2. Concrete shall be 5 sack mix and resist 2500psi in 28 says unless other;vise specified. Sections 1904,1905 U.B.C. 3. All slabs shall be 4'; thick with 6"X6" #10 X #10 wire over compacted crushed rock or sand. Provide 6 mil visqueen moisture barrier under living areas. A. Footings shall bear on undisturbed soil or engineered fill at the depth indicatedon the drawings per section 1915 U.B.C. 5. Footings to have #4 rebar 3" (horiz.) from the top and bottom with not more than 18" between. Provide #4 rebar (vert.) at 24" O.C. if stemwall exceeds 24" o.c. if stemwall exceeds 24" in height per section 1907 U.B.C. 6. Anchor bolts shall be 5/8" dia. x 10" at 72" o.c. (one story) and 48" o.c. 7. (two story) and 6 from ends and splices, 1-1/2" from edge of concrete and imbedded 7" minimum. Provide 2" x 2" x 3/16" bearing plates per sections 1806.6. 2326.6 U. B. C. 8. Vertical clearance of wood members to earth shall be minimum 12 inches at floor girders and 18inches at floor joists per section 2306.3 U.B.C. 9. Use ;vet anchors in concrete footings (8" above finish grade minimum) at all posts over 30" high. All hardware connected to pressure treated material shall be -hot dipped galvanized" per section 2304.3 U.B.C. 10. Foundation vents shall equal .1 square foot of vent space for every 150 square feet of under floor area and to be covered with 1/4" corrosion resistant wire mesh per section 2306.7 U.B.C. 11. Slope finish grade away from foundations minimum Y4" pre foot for a minimum of 48" per section 3314 U.B.C. 12. Provide minimum of 20 linear feet of bare #4 AWG copper wire as grounding electrode per section 250-18(c) N.E.C. Rough Carpentry shall conform to chapter 23 U.B.C. 1. Framing lumber shall be Douglas Fir standard or better. Joists, rafters, beams and purlins shall be Douglas Fir #1. Plywood shall be Douglas Fir CDX (T&G), block all edges and comply with PS -1-74 American Plywood Association and Standards 23-2, 23-3 U.B.C. 2. Double top plates shall be lapped a minimum of 48" at splices. Nail with 16d at 16" o.c. and 2-16d each side of joint. Lap plates at intersecting walls Section 2326.11 U.B.C. 3. Altemate braced wall panels shall be minimum 2'-8" in length and maximum 10'-0" in height per section 2320.11.4 U.B.C. 4. Provide solid blocks at all joist and rafter ends. Members 2 X12 or larger shaP have blocks at 8' o.c. Fire blocks at ceilings, floors, furred ceilings, stairs. soffits, showers and all draft openings not to exceed 10 ft. max. in both vertical and horizontal directions. Splice joists and rafters over bearing walls only per sections 708, 709, 710, 2326.8.6 U.B.C. 5. Provide approved building paper under siding and approved flashing at exterior openings. Section 1402.2, 1508, 2320 U.B.C. 6. All root openings shall be between rafters or roof truss'; All floor openings shall be between joists unless properly headed as noted on drawings. Sections 2326.8.4. 2326.12.5 7. Brace purlins, rafters, hips, valleys, ridge boards and roof truss' to bearing walls or beams only. Provide multiple stud and/or solid blocking under multiple roof truss. Section 2326.12 U.B.C. 8. California framing shall be 2X6. rafters and 2X8 ridges and hips unless otherwise noted on drawings. Brace California framing to typical framing below California framed areas. Provide solid blocks or continuous flat 2X member under ends of all rafters. 9. Attic vents shall equal 1 square foot of vent space for every 150 square feet of attic area and be covered with Y4" corrosion resistant wire mesh per section 1505.3 U.B.C. 10. Provide insulation baffles between rafters at eave vents to allow 1" (min.) airspace. 11. Firewall penetrations (for plumbing, electrical, venting or other) shall be fire stopped with approved material and in an approve manor as prescribed in sections 710, 714 U.B.C. 12. Nailing not called out shall be in accordance with Table 23 -I -Q and section 2310 U. B.C. 13. Floor joist sizing and spacing shall be per Tables 23-1-j-1 thru 2 U.B.C. Ceiling joist sizing and spacing shall be per Tables 23 -1 -V -J-3 thru 4 U.B.C. Roof rafter sizing and spacing shall be per Tables 23 -1 -V -R-1 thru 12'U.B.C. MBC CALC® 2003 DESIGN REPORT - US Sunday, March 28.200412:58 Single 3 1/2" x- 11 1/4" VERSA -LAM(& 3080 DF File Name: BC CALC Project: RB02 Job Name: Sorensen Garage Description: Address:, Specifier: City; State, Zip: Forest Ranch, CA Designer. Kirby Drafting Customer: Company: (:nrie rennrts- ICBO NER 4-2 Misc: Total Horizontal Length - 16-00-00 General Data '' = Load Summary Dur. Va^:;on: US :-serial ID Description Load Type Ref. Start End Type Value Trib. S Standard Load Unf. Area Left 00-00-00 16-00-00 Live 25 psf 12-00-00 115% Mernter Type: Rcc' Beam Dead. 15 psi' 12-00-00 90% Number of Spans: Left Cantilever. No Controls Summary Richt Cantilever: No Control Type Value % Allowable Duration Load Case Span Location ,cmer.t 1553? ft -lbs 71.5-1,/o 115% 2 1 - internal Siope: 0 12 Ne—n. Moment 0 ^-lbs n/a 100% Tribu arv: i2- C-00=�c Shear 3461 lbs 40.2% 115% 2 1 - Left �' Load Defl. U221 10.87") 81.6% 2 1 e Load Deft L'360 (0.533") 66.6;'0 2 1 ',tax Defl. _.�;' 87.0% 2 1 'Live Load: 25 psf Dead Load: 15 psf Notes Pariucn Load: C. ^ss =s'.gn meets Code minimum (U180) Total load deflection criteria. _ Duration: _ yes;on meets Code minimum (U240) Live load deflection criteria. ' ==_sign meets arbitrary (1") Maximum load deflection criteria. Disclosure -:-gum bearing length for 60 is 1-1/2". The compieteness arc accuracy c -.;;,um bearing !eng�� for B1 is 1-1/2". the input must be ver�ffld by anyone Member Slope = 0, cc^sider drainage. who would rely on t^e output as _n^ eyed/Displayed Horizontal Span Lenoth(s) = Clear Span + 1/2 min; end bearing + 1/2 intermediate bearing evidence of suitabili`Y fcr a panicuiar application. The output above is based upon ;.wilding code-ec epted desicn properties and anaivsis methods. Installation of BOISE engineerechood products must be in accordance with titre current Instailanon Guide and..the applicable building codes. To obtain an Instalia6cn Guide or ii you have any questions. please ca:! (800)232-0788 before beginning product installation. BC CALC®. BC FRAMER®, SCIG). QC RIM BOARDTm. BC OSB RIM BOARDrm, BOISE GLULAMTm VERSA -LAM®. VERSA -RIM®, VERSA -RIM PLUSG. VERSA-STRAND7\'. VERSA -STUD®. ALLJOISTO and AJS-"I are trademar,�s of Boise Cascade Corps, anon. Page ' We 7t' Longfellow Lumber Co. Inc. 89 Loren Avenue Sorensen Garage Chico, CA 95928 n CA Bauch 'kO)WEFE Job: Telephone: (530) 893-0112 Fax: (530) 893-0140 Telephone: Me - %�Vwm\ garage Scale: Not to scale Date: 5/20/04 Drawn Symbols NumberingSystem Y General safety a ety Notes PLATE LOCATION AND ORIENTATION 3/" *Center plate on joint unless x, y ° Failure to Follow Could Cause.Property offsets are indicated.. Dimensions are in ft -in -sixteenths. 6-4-8dimensions shft-in-sixteents own in h Damage or Personal Injury Apply plates to both sides of truss and securely seat. 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI1. 0_1/16. 2. Never exceed the design loading. shown and never 1 2. 3 stack materials on inadequately braced trusses. TOP CHORDS c� z cs-a 3. Provide copies of this truss design to the building 0 WEBS 4.Q designer, erection supervisor, property owner and caq all other interested parties. 'For 4 x 2 orientation, locate IQ''' b - O 4. Cut members to bear tightly against each other. plates 0 from outside 0 �' " edge of truss. d S. Place plates on each face of truss at each C7-8 Ca -r C5-6 O joint and embed full Knots and wane at joint Y• BOTTOM CHORDS locations are regulated by ANSI/TPII. `This symbol indicates the 8 7 required direction of slots in 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPII. `Plate location details available in MiTek 20/20 7. Unless otherwise noted, moisture content of lumber software or upon request. shall not exceed 19% at time of fabrication. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless. expressly noted, this design is not applicable for PLATE SIZE THE LEFT• use with fire retardant or preservative treated lumber. 4 v ^ The first dimension is the width CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber Is a non-structural consideration and Is the /� 't perpendicular to slots. Second responsibility of truss fabricator. General practice is to dimension. is the length parallel camber for dead load deflection. to slots. LATERAL BRACING CONNECTOR PLATE CODE APPROVALS . 10. Plate type, size, orientation and location dimensions shown indicate minimum plating requirements. Indicated by symbol shown and/or by text in the bracing section of the BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 11. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. output. Use T, I or Eliminator bracing if indicated. ICBG 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at BEARING SBCCI 9667, 9730, 96048, 951 1, 9432A spacing shown on design. _ 13. Bottom chords require lateral bracing at 10 ft. spacing, Indicates location where bearings or less, if no ceiling is installed, unless otherwise noted. (supports) occur. Icons vary but reaction section indicates joint 14. Connecti ns not shown are the Q responsibility of others. . number where bearings occur. ��® 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. AN Industry Standards: 16. Install and load vertically unless Indicated otherwise. ANSI/TPI 1: National Design Specification for Metal MiTeke Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, B Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: Mll-7473 © 2004 MITek® OUTLOOKER —� Ix4 DONT BRACE AT BRACE, .MEMBERS LOWA R THAN 12' ATTACH AT MIDPOINT OF BRACE N 2-8d NAILS GABLE END STUD 2x4 HF 5TRONSBACK (NAIL TO LFDCER W/ IOd 0 12' OLS — 2x4 HF LED6M (NAIL TO vsznGAL W/ IOd . NAILS) s ,o `—A35 BRACE TO FLAT —H-3 AT 48' OL. NOTE: THIS DETAIL MAY BE USED FOR TR65E5 WITH PITCHED BL. ALSO. (0) OPTION TO WEB PLATING: IrE (3) - 2' WIRE STAPLES. (0.012 DIAJI5 6A) TOENAILED THRU CHORD INTO WEB t THRU K33 INTO CHORD ON ONE FACE FOR A TOTAL OF b STAPLES. (PI): (51) 4 (HU MUST BE PLATED. -2xb DIAGONAL BRACE c 4b' O.G. 9 4x -t MLX.11 3-IOd NAILS EACH END 6-10d COMMON NAILS MAX NWACED LEN6TH OF &ABLE END STUD. (2x4 FIR-LARU) - STANDARD = 5' -II' - MI ANIS BTR- =.T-41 NOTE: 6ABLE END DE516N BASED ON 75 MPH WIND, EXPMM. V AT 0-25 FEET MEAN HE16 IT. . l u LL 7(J.V I --?r TO OL 15.0 PSF ' BG DL PSF BC LL OA PSF TOT1D. 50.0 P5F' DURFAG- 1.15 TYPE OF JOB DETAIL Date: 10-18-02 Gary. Hawkins yARGHiTECT06 NAME "�.QW Lu' Drawn: AK CISTATE CHICO CALIFORNIA c5ao�e92Z�oo TY � � Job no,: 02-11(j 1370RIDGEWOODDR.,'S7E.1O Fa,x:(530)893-0532 CHICO, CA 95973 garyatihlmsbcglobalnet May` 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. . 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to .mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'7 0" maximum. If you have any questions, please call meat 1-800-772=5351. Sincerely, � OONG NO. 049919 EXP -30-01' Redongi Director of F �� Western Operations RY/ek I 2-0-0 5-9.14 . �11-0-0 16-2-2 2-0-0 5-9-14 5-2-2 22-0-0 24-0-0 522 -- 5-9-14 2.0-0 Scale = 1:42.1 4x4 = 3x4 = 7-6.10 14-5-6 7-6-1022-0-0 6-10.13 7-6-10 I: f2:0 -2 -10.0 -0 -RI fR•n_�_•In n n ai _ LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 7.0 Code UBC97/ANSI95 LUMBER TOP CHORD 2 X 4 OF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=932/0-3-8.6A932/0-3-8 Max Horz2=-8(load Case 5) Max Uplift2=-24(load case 7), 6=-24(load case 7) Max Grav2=991(load case 2), 6=991 (load case 3) CSI TC 0.38 DEFL in Vert(LL) -0.08 (loc) I/deft Ud PLATES GRIP 8-10 >999 240 BC 0.44 Vert(TL) -0.16 M1120 220/195 8-10 >999 180 WB 0.21. Horz(TL) 0.03 6 n/a n/a (Simplified) Weight: 91 Ib BRACING TOP CHORD Sheathed or 5-2-11 OC purlins. BOT CHORD Rigid ceiling directly applied 10-0-0 or oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37,2-3=-1468/0.3-4=-1271/38.4-5=.1271/38, 5-6=-1468/0.6-7=0/37 BOT CHORD 2-10=0/1347.9-10=0/926.8-9=0/926,6-8=0/1347 WEBS 3-10=-342/4, 4-10=-26/467, 4-8=-26/467, 5-8=-342/4 NOTES 1) This truss has been designed for the wind loads generated by 75mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Design load is based on 20.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard i& WARNING - Verfffy design parameters and READ NOTES ON THIS AND iNCLUDE Design valid for use only with M7D NITER. REFERENCE PAGE MII- ek connectors. This design is based only upRE USE. on parameters shown, and is for on individual building omponent. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. 'Additional temporary bracing to insure stability during construction is the responsiblllity of the erector. Additional permanent bracing at the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consul) ANSI/TPI] quality Criteria, DSB-89 and BCSII Building Component Satety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. May 21,2004 Suite 109 Citrus Heights, CA, 956101 j Welke Ig i May 21,2004 Suite 109 Citrus Heights, CA, 956101 j Welke Ig TONAW' GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bracing of trusses. Refer to BCSI 1-03 Guide to Good Practice fnr Connected Wood Tr Issas for more detailed information. Truss Design Drawings may specify locations of permanent bracing on Individual compression members. Refer to the BCSt-83 Summary Sheet - Web Member Permanent Bracing/We Reinforcement for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estbn marcados de ning6n modo qua identifique la frecuencia o localizad6n de los arriostres (bracing) temporales. Use las recomendadones de manejo, instalaci6n y arriostre temporal de los trusses. Vea el felleto BCSI 1-03 Gula de Buena Pr6cbca para el Maneio Instalad6n y Arriostre de Jos Trusses de Madera Connectbdos con Placas de Metaloara para mayor informad6n. Los dibujos de diseno de los trusses pueden especificar las localizadones de los arriostres permanentes en los miembros individuales en compresi6n. Vea la hoja res6men B SI -B3 para los arriostres permanentes y refuerzos de los miembros secundarios (webs) para mayor informad6n. EI resto de ardostres permanentes son la responsabilidad del Disenador del Edificio. QThe consequences of improper handling, installing and bracing may be a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre inadecuados, puede ser la caida de la estructura o a6n peor, muertos o heridos. HAND ERECTION — LEVANTAMIENTO A MANO QTrusses 20' or . ;%`; , _ of Trusses 30' or less, support IJ less, support at at peak. quarter points. f Levante Levante de del Pico los los cuartDs trusses de 20 de tramo los pies o menus. trusses de 30 I� Trusses up to 20'�I pies o menos. Trusses up to 30' Trusses haste 20' Trusses hasta 30' HOISTING — LEVANTAMIENTO r7f Hold each truss in position with the erection equipment until temporary bracing is installed and Ll truss is fastened to the bearing points. Sostenga cada truss en posici6n con la gr6a hasta que el arriostre temporal este instalado y el truss asequrado en los s000rtes. Do not lift trusses over 30' by the peak. No levante del pito los trusses de mos de 30 pies. HOISTING RECOMMENDATIONS BY TRUSS SPAN QBanding and truss plates have sharp edges. Wear RECOMMENDACIONES DE LEVANTAMIENTO r gloves when handling and safety glasses when POR LONGITUD DEL TRUSS cutting banding. Empaques y placas de metal tienen bordes m afilados. Use guantes y lentes protectores cuando torte los empaques. HANDLING - MANE)O �( Allow no more No permita mas 0 Use special care in u than 3" of denec- de 3 pulgadas de windy weather or tion for every 10' pandeo por cada 10 near power lines of span. pies de tramo. and airports. w• la s Ac 6'mex T +IK a I la QPick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK w� ®p QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por una semana o mas deben ser elevados con bloques a cada 8 o 10 pias. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, albra los paquetes para prevenir aumento de humedad Pero permita ventilaci6n. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Spreader bar for truss bundles Tagline O O QCheck banding Revise los empaques prior to moving antes de mover los bundles. paquetes de trusses. Q, Avoid lateral bending. — Evite la nexi6n lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on uneven ground. _1,171M119A140144U No almacene en Cierra desigual. Tagline Toe -in - _ Spreader bar 1/2 to 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60' T� oe=in 1 r. Ww"N"'sma.-I iv --- F Approx.1/2 truss length TRUSSES UP TO 30' TRUSSES HASTA 30' Locate Spreader bar Attach above or stitfback 10' o.c. mid -height max. Vz Imo_ Spreader bar 2/3 to 3/4 truss lngth Tagline e TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE Q Refer to BC'SI-B2 Summary Sheet Truss Installs Lim and Temporary Bracin for more information. Vea el reslimea B SI -B - In tala -i6n de Trusses4 r y Arriostr Temporal para mayor informaci6n. ® Do not walk on unbraced trusses. No camine en trusses sueltos. Locate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de Cierra para el primer truss directamente en linea con cada una de las filas de arriostres laterales temporales de la cuerda superirn. Brace first truss well �— before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCfLB) min. TRACING FOR THREE PLANES OF ROOF I ARRIOSTRE EN TRES PLANOS DE TECHO 7f This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses.excepto trusses de cuerdas paralelas 3x2 y 4x2. TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' . 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for susses longer than 60'.j / *Consulte a un ingeniero para trusses de mas de 60 pies. 7( See BCSI-82 for TCTLB options. 1 Vea el BCSI-B2 para las opciones de TCTLB. I,- ,, Refer to BBCSI-B6 ` Summary Sheet - Gable End Frame Bracing. Vea el resum�dos L7( Repeat dlago tel BBCSI B6 A rlI B6 A- -' rri-B6 -'ArriLJ Rerila !us arriostres del truss termdiaoonales. de t cel uenLtecho e un techo a aquas' C7f Set first five trusses with spacer pieces, then add diagonak. Repan LJ process on groups of four trusses until all trusses are set. Instale IDS cinco pnnterostrusses con espaciadores, I'uegn los arno5:fes diagonales. Repita este procedimiento en grupos de Cuatro b uss�s pasta Clue todos Ins trusses esten instaiados. BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. << 10'-15' max. Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. I WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web Diagonal braces every 10 truss 10 5' maxspaces (20' max.) '-1. same spacing as bottom chord lateral bracing Some chord and web members not shown for clarity. , DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 4& BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-137 Maximum lateral brace spacing Summary Sheet 10' o.c. for 3x2 chords - Temporary and15' o.c. for 4x2 chords Diagonal braces Permanent Bracing 10' of 15 every 15 truss for Parallel Chord - spaces (30' max.) Trusses for more - -� information. Vea el resumen Plywood or OSB BCSI-B7 -Arriostre temporal [e Asp Shingles "�" Concrete Block Derade The end diagonal Clay Tile —'� trusses de cuerdasbrace for cantilevered paralelas para mayor trusses must be placed Lateral braces informaci6n. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Tolerances for Out -of -Plane. — Toleiancias para Fuera-de-Plano. Q Max. Bow Length —► Max. Bow Max. Bow Truss Length �...... U Length —► 3/4° ' 12.5' — Length —► Max. Bow 9 7/8" 14.6' QTolerances for D/50 D (ft.) 1' 16.7' Out-of-Plumb.1' 1 1 /4' 1-1/8" 18.8' Tolerancias para 1/2" 2' 1-1/4° 20.8' Fuera-de-Plontada. n 1-3/B"J22,9'Plumb 3/4° 3' bob 1" 4' 1-1/21-1/4" 5' 1-3/4D/50 max 1-1/2" 6' 1-3/4" 7' 2" 2 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION 0 Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for'Materials on Trusses No proceda con la construcci6n hasta Clue todos los arriostres Material Height (h) esten colocados en forma apropiada y Segura. Gypsum Board 12" Do not exceed maximum stack heights. Refer to BCSI-64 I Summary Sheet -Construction Loading for more information. No exceda las m6ximas alturas recomendadas' Vea el resumen BCSI-B4 Carga de Construcci6n para mayor informaci6n. 4 �.. Do not overload small groups or single trusses. No sobrecargue pequefios grupos o trusses individuales. 01� �.� InagS J': C'1 as :71iliR• tl'lltitie< ci_ {�+'•till H>.. I C:dggue las Congas snore tanhT: to:SSrs :'.'..h: �.:.: jvtv').•. Posilion loads over load bearing watt. Rtlpqu las cargos spore las paredre Sop.ta dot: r:. ALTERATIONS — ALTERACIONES QRefer to BCSI-85 Summary Sheet Truss Damage Jobsite Modifications and Ihstallation Errors. Vea el resumen BCSI-B5 Danos dg trusses Modificadooes en la Obra v Ermfes de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de IDs trusses, a menos clue este especificamente permitido en el dibujo del diseho del truss. Q, Trusses that have been overloaded during construction or altered without.the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses Clue se han sobrecargado durance la construcci6n o han sido alterados sin una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on Me fact that Me Contrar and cane operator (if applicable) are ea - gable to undertake the work they have agreed to do on a particular project. The Contracter shoulctod seek am required assistance regarding construction practices from a competent party. The methods and procedures outlined are intended to ensure that the overall construction techniques employed will put floor and reef trusses into place SAFELY. These recommendations for handling, installing and bracing wood busses are based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installatiun Contractor. it is net intended that these recommendations be Interpreted as superior to any design specification (provded by either an Architect, Engineer, the Building Designer, the Erection/Installatlon Contractor or otherwise) for handling, installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and Providing stability for the walls and columns as may be determined by the truss ErectioNinstallation Contractor Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. WICK WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • www 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive• Madison, WI 53719 608/274-4849 • ww.woodtruss.com , 608/833-5900 • w.tpinst.org BI W ARN11x17 031125 Plywood or OSB 16" Asp Shingles 2 bundles Concrete Block B" Clay Tile 3-4 tiles high 01� �.� InagS J': C'1 as :71iliR• tl'lltitie< ci_ {�+'•till H>.. I C:dggue las Congas snore tanhT: to:SSrs :'.'..h: �.:.: jvtv').•. Posilion loads over load bearing watt. Rtlpqu las cargos spore las paredre Sop.ta dot: r:. ALTERATIONS — ALTERACIONES QRefer to BCSI-85 Summary Sheet Truss Damage Jobsite Modifications and Ihstallation Errors. Vea el resumen BCSI-B5 Danos dg trusses Modificadooes en la Obra v Ermfes de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ning6n miembro estructural de IDs trusses, a menos clue este especificamente permitido en el dibujo del diseho del truss. Q, Trusses that have been overloaded during construction or altered without.the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses Clue se han sobrecargado durance la construcci6n o han sido alterados sin una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on Me fact that Me Contrar and cane operator (if applicable) are ea - gable to undertake the work they have agreed to do on a particular project. The Contracter shoulctod seek am required assistance regarding construction practices from a competent party. The methods and procedures outlined are intended to ensure that the overall construction techniques employed will put floor and reef trusses into place SAFELY. These recommendations for handling, installing and bracing wood busses are based upon the collective experience of leading technical personnel in the wood truss Industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installatiun Contractor. it is net intended that these recommendations be Interpreted as superior to any design specification (provded by either an Architect, Engineer, the Building Designer, the Erection/Installatlon Contractor or otherwise) for handling, installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and Providing stability for the walls and columns as may be determined by the truss ErectioNinstallation Contractor Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. WICK WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE One WTCA Center • www 6300 Enterprise Lane • Madison, WI 53719 583 D'Onofrio Drive• Madison, WI 53719 608/274-4849 • ww.woodtruss.com , 608/833-5900 • w.tpinst.org BI W ARN11x17 031125 BALANCE OF FEES SHEEN` DATE: gq PERMIT #: ASSESSOR PARCEL #: OWNER'S NAME: FEES (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): SRA: $ COPY FEES ($1 or more) $ $ BASIN DRAINAGE BC RESIDENTIAL IMPACT County Wide Chico Urban — EI Medio North Chico Specific _ $ WATER TENDER FEES $ BATTALION # FEMA $ SNAP $ OTHER RECEIPT NUMBER(S) I SITE PLAN ...... ...... 7— -NORTH.... ......... ...... ............. .................... ................... .................... ....... ............. ...... 7 ............. ....... ............. ...... 7 ............. ...... 7 ............. ................. ... .. ............. .. ............. ...... ...... ...... ...... ............... . ... ................. ... ... ................ ..................... ..................... ....... ............ ...... ................................ ............ ..................... ..................... ..................... ..................... ..................... ..................... ............. ........... ...... ............. ...... ................... ...... ............ .......... ............ ...... ....... ............ ...... ...... ...... ...... ...... ............ ............. ...... ....... ...... ........... ...... ............. ...... ..... ............. .. ...... 4 ...... ...... z ...... ...... ! ....... ............. ...... ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . ..................... . . . . . . . .............. .................... ............................... . . . . . . . . . . . . . . ..... ...... ............ ...... ............. ..................... ..................... ............ I ...... ..................... ..................... ...... ........... ............ .................... ......... --------- ...... ...... ............... ...... ......................... ...... ...... .......... ............... ...... ................... ..... ...... ........... ............. ............. .................... ...... ...... ...... ....... W k'-� UF ...... ....... ............. ...... ................... ...... ...... ................... ................ ........... ..... ...... .......... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ............. ...... ............ ...... ...... ....... ..... ............. ............. ...... ...... ....... ..................... ....... ............ ......... . .. ................ .......... ...... ...... ............. ....... : ............ ............................ A=: ............ 74 Y ................ ..... .............. ....... ...... ...... ...... ............ ...... ............. ................... ...... ..... ............. ............. ...... ...... ......... ...... 7 ............. ...... 7 ............. ........... . ...... ...................... ..... * ................................................................. ........................ ............. .......... ............. ............. ...... ............ z ...... ..................... ...... ............ ............ . ...... ...... ..... ..... ...... ................. ...................... .............. .... ............ ..... ...... .. ...... ............ ..... ...... ..... . . . . . . . .......................... Assessor's Parcel Number Scale: 1 Owner Name MoRT-K Address/ Phone No. /6 VIORO)"O CT CW10 (frl- S-19-05'20 Site Location 120 XQKANFF 12P, OAQVILIS- 4::2, 9LS",P66 Contact: Name 12C2A2 SQIQ:f s)C8L Phone �Y 0cWbW A =3 FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: �•+�STANDARD PIER AS SPECIFIED AS SPECIFIED BY MANUFACTURER BY COACH MANUFACTURER PLAN Scale: VI" _ 10' TRIPLE WIDE MOBILE COACH 3& 4 3& 4 g- .3 60 3 & 4 40 WIND LOAD(MPH.EXP) 70B 70B.70C&8 1�g7Ig 'ExIStINL IOBIL L' + (;ISIIK, ppl( ��❑. IEXISTING 11781LC1 I OF I SEISMIC TIE PIERS DOW )/COACH 0 BC ANSy 0 1/(OAOH © M -AAS I ° 1 I/COACH BEAHSv �a ED u 0 8 C UP TO 78 FT 2%:12 12 0 1 12 0 UP TO 48 FT 4:12 8 0 8 4 LIT 4`11 I 4 I 4 I I I Li i 12 1 0 J �1 ❑ ® ® ❑ Q ° I I I ® lLtil ® IG��I L) 4 4 4 I 4 I 4 I 4 a o 0 o a o < In FOR DOUBLE I ACE SEISMIC PIERS ERS I I � a I I © o 0. I I © a P IN ROWS OF I PER TABLE I I I I SEISMIC PIER h FOU I I L IL5 INCHREGULAR ROD BOLTS PLAN Scale: VI" _ 10' TRIPLE WIDE MOBILE COACH (OR EQUIVJ 2800 Ibs CAPACb;7 •- A `1YHEti REQUIRED, SEE TABLE. SPACE IST ROW 2 FT FROM END THEN SPACE EVENLY. 3& 4 3& 4 JLIJMIL LUNE ROOF INE LOAD (PSF) .3 60 3 & 4 40 WIND LOAD(MPH.EXP) 70B 70B.70C&8 I I 4 x COACH SIZE I OF I OF LENGTH ROOF PITCH SEISMIC TIE- PIERS DOWNS I OF I SEISMIC TIE PIERS DOW WIDTH ED - C;IS'ING NUBILE! 20' s m 24',28'28' 24',26' UP TO 48 FT 2%:12 8 0 8 C UP TO 78 FT 2%:12 12 0 1 12 0 UP TO 48 FT 4:12 8 0 8 4 UP TO 78 FT 4:12 12 0 12 4 UP TO 46 FT 4:12 8 0 8 0 UP TO 44 FT 4:12 8 0 8 0 UP TO 88 FT 4:12 12 0 12 1 0 UP TO 78 FT 4:12 16 0 16 0 (OR EQUIVJ 2800 Ibs CAPACb;7 •- A `1YHEti REQUIRED, SEE TABLE. SPACE IST ROW 2 FT FROM END THEN SPACE EVENLY. OUTLINE OF MOBILE COACH 3 & 4 x 3' FLANGED ANCHOR INSERTS PLASTIC ANCHOR INSERT t�'NF ACH 1 BEAN 3.5' 3' z 3' PLAT4 - 3/8' 2 - 3/8' x 1' BOLTS PER PAD PER TABLE 4 4 Ep OUTLINE4 Q OF MOBILE Com- 1 0', 24', 26', 28'. OR 32' COACH 10',12',14'.OR 18' PLAN Scale: I' =10' PLAN Scale: I- = 10' DOUBLE WIDE MOBILE COACH SINGLE WIDE MOBILE COACH 3:12 ROOF PITCH SEISMIC ZONE 3& 4 3& 4 iU 3& 4 ND LOAD(MPH.EXP) DR TRIPLE WIDE 4 I I 4 x ° 40 FACE SEISMIC PIERS N ROBS OF 4. HEN IB PIERS 'EQVIRED PUCE V ROWS OF 6. ED - C;IS'ING NUBILE! I O ,CZISIIHG COACH WIDTH + O O OF I OF SEISMIC TIE- PIERS DOWNS /COACH BEAKS \q NOBIL\C1 I' KCDACH DEANS a 10',12' IE ixCO.�BC�AnJSy 4 0 o LE 14',16' o D 7INFDP.THE 10 IN PIPE 4 8 8 B 14 I I Q ° I 4 ® lLtil ® IG��I 1/4'x2'xd' HOLES FOR180 �1 JN -LBS 4 x21/2' C.B.3' a V, I I m LCJ m LCJ < In FOR DOUBLE I ACE SEISMIC PIERS ERS I I � a I I © o 0. I I © a o IN ROWS OF I PER TABLE I I I I SEISMIC PIER h FOU I I OUTLINE OF MOBILE COACH 3 & 4 x 3' FLANGED ANCHOR INSERTS PLASTIC ANCHOR INSERT t�'NF ACH 1 BEAN 3.5' 3' z 3' PLAT4 - 3/8' 2 - 3/8' x 1' BOLTS PER PAD PER TABLE 4 4 Ep OUTLINE4 Q OF MOBILE Com- 1 0', 24', 26', 28'. OR 32' COACH 10',12',14'.OR 18' PLAN Scale: I' =10' PLAN Scale: I- = 10' DOUBLE WIDE MOBILE COACH SINGLE WIDE MOBILE COACH 3:12 ROOF PITCH SEISMIC ZONE 3& 4 3& 4 3& 4 3& 4 ND LOAD(MPH.EXP) 70B 80B 70C 80C MAX. SNOW LOAD 40 40 40 40 COACH WIDTH SIZE LENGTH I OF I OF SEISMIC TIE- PIERS DOWNS OF I OF SEISMIC TIE- PIERS DOWNS i OF 6 OF SEISMIC TIE- PIERS DOWNS I OF SEISMIC TIE- PIERS DOWN 10',12' 4 6 6 6 12 14',16' 7INFDP.THE 10 IN PIPE 4 8 8 B 14 4:12 10' & 12' ROOF PITCH 60' 78' 44' 60' 6 0 e o 6 B 6 6 30',38' UP TO 80 FT 4:12 12 0 18 0 18 4 14' & 16' 60' 6 0 6 4 6 8 6 12 42'.48' UP TO 78 T 4:12 16 0 I6 0 16 4 78 8 O 8 4 8 10 B 16 IND COACH SIZE, THEN' ROOF PITCH. FOLLOW ROW ACROSS TO DESIGN LOAD. READ IND ROOF PITCH, FOLLOW ROW ACROSS TO COACH SIZE THEN ACROSS TO DESIGN LOAD. REAC TAL NUMBER OF C.P. SEISMIC PIERS B TOTAL NUMBER OF TIEDOWNS REQUIRED. SEE TOTAL NUMBER OF C.P. SEISMIC PiERS & TOTAL NUMBER OF TIEDOWNS REQUIRED. SEE PLAN PLAN ABOVE FOR PLACEMENT OF PIERS k TIEDOWNS. AUGER TIEDOWNS SHALL BE ABOVE FOR PLACEMENT OF PIERS & TIEDOWNS. AUGER TIEDOWNS SHALL BE LISTED. :UGER LISTED k INSTALLATION INSTRUCTIONS SHALL BE ON SITE AT nME OF INSPECTION. NSTAL TION INSTRU I NS RmAir mr SITE AT TIME or • FOR IB C.P. SEISMIC PIERS, PLACE IN 3 ROWS OF 8. 12 1N OVERSIZED 5/8'x3' FOR CHIPPING ANO/OR FLANGED PLASTIC CORNER BREAKAGE ANCHOR INSERTS 3� 36 1/2' 4' 5/8' x 1-3/8' FLANGED 5/8'x3' STAINLESS STEEL OR FLANGED PLASTIC 5/8 G1;!\t;RAL NOTES• REFERENCE:CALIFORNiA CODE OF REVISIONS BY REGULATIONS, TITLE 25 AND U.B.C. 1994 EDITION. I. DESIGN LOADS SHALL BE CONSISTENT WITH LOCAL REQUIREMENTS WHERE 05-02-03 YW INSTALLED. 2. FOOTINGS ARE TO BE SUPPORTED BY EITHER FIRM, UNSATURATED, UNDISTURBED SOIL - COMPACTED FILL, ASPHALT OR CONCRETE. OR I0 01-03 YW FOOTINGS ARE DESIGNED FOR 1000 PSF BEAP.INC CAPACITY AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. ALL FOOTINGS SHALL HE FOUNDED IN ACCORDANCE WITH H.C.D. 04-07-04 YW GUIDLINES .AND iTTLE 25. 3. STRUCTURAL STEEL:- a. SHALL CONFORM CO TO ASTM A36 Fy = 36 KSI MINIMUM. b. SHALL BE FABRICATED ACCORDING TO AISC SPECIFICATIONS. c. SHALL BE WELDED ACCORDING TO AWS SPECIFICATIONS: U7 i. ELECTRODES: E70 ii. PLATES: ASTM A36 L �- iii.BOLTS: STANDARD ASTM A307 cu Iv. THREADED ROD: COLD DRAWN LOW CARBON WELDABLE X d. ALL METAL COMPONENTS INCLUDING NAILS &SCREWS ETC. ARE TO HE PROTECTIVE COATED. � lJ 4. THE C.P. SEISMIC PiER SHALL BE LISTED AND LABELED BY CERTIFIED TESTING '� CONSULTING SERVICES (CTC) FOR THE AND � 00 FOLLOWING LOADS: a. LATERAL :X -LARGE PIER: 1907 LBS. ULT. LOAD LARGE � � a b. PIER: 2423 LBS ULT. LOAD c VERTICAL :16000 LBS ULTIMATE LOAD Z � 5. THIS � FOUNDATION SYSTEM iS FOR PLACING MANUFACTURED BUILDINGS WITH LONGITUDINAL OR CROSS JOISTS. CONSTRUCTED W c o 8. THiS FOUNDATION SYSTEM PIAN IS r , � Q In DESIGNED TO BE CONSTRUCTED ON A FAIRLY W O` SITE WITH NO EXISTING SOIL PROBLEMS. LEVEL SEE TiTLE 25 SECTION 1334(b) � a 7- STANDARD PIER & FOOTING SPACING PER z COACH MANUFACTURER'S INSTALLATION MANUAL WITHOUT MANUAL, SPACING OF STANDARD PIERS TO L MOBILE HOMES BE DETERMINED BY STATE PARK ACT. Lj FOUNDATION PAD NOTES' r� Z 1. FOUR FOUNDATION PADS ARE AVAILABLE FOR USE WiTH THIS SYSTEM. THE � CUSTOMER MAY CHOOSE ONE OF THE FOUR PADS FOR THEIR c 2. FDTN COACH. PADS SHALL BE PLACED ON FIRM, LEVEL UNDISTURBED SOIL � (SEE GEN. NOTE 2) 3. CONCRETE FOUNDATION PADS G � � A. 3000 PSi AT 28 DAYS AS TESTED AND MANUF. BY STARLiTE WEIGHT CONCRETE. � c B. PREFERRED PAD ORIENTATION WHERE EVER � 3 POSSIBLE IS WHAT THE LONG DIMENSION OF PAD B THE W C. WHEREEFIELD THE N CONDITIONS iREQUiREOPADROTA ION, NO MORE THAN HAI,FOF � W PADS IN A TRAVERSE LINE CAN HE THE o cam' > ROTATED SO THAT THE LONG DIMENSION OF THE PADS ARE PARALLEL TO THE COACH BEAM. 4. 2=51113E TR .AT D FO NDATION PAD � A. 3/4 ]NCH A.P.A. 48/24 EXTERIOR P.S.i.-83 CC. PLUGGED, MER-QA397,PRP-108. � � 5. ATTACHMENT TO c�q'FIN rON RFTF SI ea � WILE C.P. SEISMIC PIER MAY BE ATTACHED TO AN EXISTING COMPETENT CONCRETE SLAB Q CONCRETE FOOTING ACCORCiNC TO THE OR Q ', � J I FOLLOWING CRITERIA: i 1. ATTACH WITH TWO :S' DIAM. ITW RAMSET/ REDHEAD TRUBULT WEDGE ANCHORS a o 2. MINIMUM EMBEDMENT 2.5' 0 3. MINIMUM CONCRETE THICKNESS I 4. MINIMUM EDGE DISTANCE = 2' ' COACH SIZE NOTES: I. UNLESS APPROVED BY I L� POCK SOLID ENGINEERING, INC.. THE ROOF PiTCH SHOULD NOT I! EXCEED: I A. SiNGLE I WIDES: 3:12 OP. 4:12 AS SHOWN iN � B. 20 TABLE FEET WIDES: 'h:12 OR 4:12 AS SHOWN iN TABLE C"J C. ALL OTHER DOUBLE WIDES: 4:12 I D. TRIPLE WIDES: 4:12 � 2. FOR ANY COACH SiZE OTHEP. THAN AS SHOWN ON THIS PLAN OR REFERENCED ABOVE. LAYOUT SHALL BE REViEWEU AND APPROVED BY ROCK SOLiD ENGINEERING. INC. � INSPECTION REQUIREMENTS: 1. THE DESIGN OF THIS SYSTEM IS BASED ON STANDARD MANUFACTURED P.OMES AS BUILT BY THE MANUFACTUREP., SITE BUILT ADDITIONS SUCH AS GARAGES AND SECONDARY ROOFS HAVE NOT BEEN INCLUDED IN THIS DESIGN. I I I 2. ALL DIMENSIONS U INCLUDED ON THIS PLAN, INCLUDING COACH SIZE, ROOF HEiCH.T PIER HEIGHT. SHOULD BE HELD kN VERIFIED BY THE LOCAL BUILDING OFFICIAL. 1'111 DISCREPENClES SHOULD HF, IMMEDIATELY BROUGHT A��� TO THE ENG1NElt 'S ATTE 1 - 3. THE BUILDING PAD SHOULD BE INSPECTED TO ENSURE THAT PROF ir 4x4 -4x4 UVF _�4, l,) 3.5' BDLT VITHFIELD DRILL HOLES 30'x32'x3/4' 4x4 -4x4 VVFECLAMP4-R14 31N FDRTHE5INPIPE2' VASHER 6 NUT OPTION OF S[LF TAP SCREVS DIA STD PJPE PlYVOOD 7INFDP.THE 10 IN PIPE 12INFDRTHEISIN PIPE I4!NFDRTH10INIPETIGHTEN 4-3/8' BOLTS TD 1/4'x2'xd' HOLES FOR180 JN -LBS ANGLE 3' VIDE x21/2' C.B.3' HOLES FOR3/16PLATE18'x2a•x3/4• ]/2'x2 -I/2' C.B. TUBE HUS7 ERTEN1/2' NIN IN TC CLAMP(IS BASE HEIGHTCLAMP FT -LBS) TOROUS 4-3/8'PIYVpOD7INCH$MALL3/4'THREADED IL5 INCHREGULAR ROD BOLTS LARGE :DNNECTED VITH E[GHT i -' ----- - ..I 1-1/2'x.120' x.120' NAILS I - OR Bp8xl-1/2' FHVS 4;24 •4' , 32' 4 Q -PAD PLYWOOD PAD FOUNDATION PADS t I PER (NSTAtAATION MANUAL TYP OF 2 f STEEL INSERT: 5/8'x1-3/2' BOLT OR PLASTIC INSERT: 5/8'x2-1/2' BOLT �EISHIC PIER A WITH HARDENED WASHER FOUNDATION PAD i 1/4' PLATE SLOPE SUN 2s SIAPC YIN 21< 36' SEISMIC PIER Not to Scale TYPICAL BEAM -7 RADE LOT PER C.P. SEISMIC PIER#I-PATENT #5595366 ❑NNEC I ION INSTALLATION MANUAL Not +(, sCDle ELEVATION NOT itAWWACIOREp HOMEMOBILE HOME 110UNDATIUN SYSiF.M 18ALTx A70)SAFET\' ('OIJE, SECTION I2551 _ APr;avliU SIIBreGT TO CORRf(TIONS NOTED APRt(JVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION f ROM REOUIREMBN7D of ArrLICABL AWE LAWS AND REODUTIpYD buN of GlifR.A(A COACH C c•A4 com®Ip Do,��r OR J BEAN ���� 3' x PLATE �+ SPACER AS NEEDED ' FOR J ���� -BEAM � SEISMIC ��w�L�'^ ER D PATTERNS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH TITLE 25 &e Md1NUFtF�Mlact� (1'G=9i� TO SCALE W ' 3/16' PLATE LEGS PIER RRuct unc a srn. c11Ams SUPPORT (� 18.5 INCH EXTRA a 1121-4 X--1 � � ZZ LO ct� CC 1:4 I Q Q c\? (_z.r u F j - z z DATE: 04-28-03 SCALE: AS SHOWN DRAWN: YNiW JOB #: W03002B SHEET: OF i SHEETS TO SCALE W ' 3/16' PLATE LEGS PIER RRuct unc a srn. c11Ams SUPPORT (� 18.5 INCH EXTRA a 1121-4 X--1 � � ZZ LO ct� CC 1:4 I Q Q c\? (_z.r u F j - z z DATE: 04-28-03 SCALE: AS SHOWN DRAWN: YNiW JOB #: W03002B SHEET: OF i SHEETS It SITE PLAN ............. ............................................... .......................... ............ ................ ...................... .................... ................... ............ ............. 7 ............. 7 ............. 7 ............ fir' br.... cq: ....... . ...... ................ ..... .... .............. : ...... : ...... ............. ............. ...... .................. ...... ............... I . ..................... ...... ...... ...... .......... ...... ........ ............ : ... ...... ............ ...... ftANNHNGD1Vt*S1ON`-:BV'1LD1 . . . . . NQ' -APPROVAL Ve: .Datw 06, _.-77 ........... ... ...... i .................. -p6rklng' 'rig, .OlheM: ...... ...... ............. Wvf) ... ... ............. j.p!qn.*re*--: q 0 0 T 0 J Assessoes Parcel Number Scale: Owner Name y I _5'(9RE-N5Fhv_( 0 0 VIAMORAo r -r. cl��lc cez_ 61,? -05-2-0 0 Addmss / Phone No. /0 Rr�F6 6 4 Site Location XOKAW F E OR OROVILLS- )UN 'Contact: Name jQ� Phon e • OGU3bw =3 29 Zoning: General Plan Desig: Size, Acres — 4.0(r . PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: P��P�sFQ ,DFMe"o FOA AMPrIAI 5ORCAJ�SEAI AT /20 ROXAIV 66' DRIVr OROVILLG" CA. DECk APN 069-/70-03/ s' fl REAR- IC4 _ WALL RAILN , sy��T 2 X8 D,F C�IRDtR 4 "x 4" P.7 D. F. POST- PB44 —,, n -�Zx��� , �,,4. � 12�� MIN. —1 18 "'S6k. I�--- EcR l�/E BUTTE COUNTY : U ILDING DIVISION APPROVED SIDE*., IF /?ABJ-i,l1� MIN 2X� 0ECk100- DECK ► N _ _ _ -- --- __ _rte_. C _r.. i T! r �_ �- r STS/Rs r co otr i — 2xb yrs MAX. SITE PLAN Assessor's Parcel Number Scale: 1 0 0 Owner Name 61 0 'Address/ Phone No. Sitel-ocation SITE PLAN Contact:Assessor's Parcel Number Scale: 1 0 Address/ Phone No. -Z-6 VIAROM0 CT COCO CEL, SIF -0,52C 0 Site Location 120 XOKANFE OR, OAQVII-16- 4e,`4, FS—F66 q§ 1I. Qpe&SFIV Phone OdR .11 h rf� x� I :x 4 'S Y z k 41 d C -i �.n 5T I d' P Vr e ti a I 4 J 1 c a r { Y { 7 K ,( ,.,. .,. , sr a::. �. ... .<.. ', �. .,.. ^'+i:. >r •t..+4 y,- y7,%I y L f.�t• S tii ax,. ri ':..r rf .R . i. k F.: :. : r .. .. .. , '�. t i Y..,' k • t " :•,wf;t•.: : • . .,,-..♦.: yto-'..l`, ... .. , .... ,. ..':, . .. ..:. e. ,... ... ,,. 1. .: _.:. ,.. .. .,•ti.. , - .,�'. Y :.... t.. .,d .1 vV w1, '!'4 .,. i,....R.(t- .. �.: ,,. ,; :.{. :p ._.,_ ,. ,. � r,. -. a . ,� ... r: :. .. .. ;:" ,y , � t ..§ •h... M5 :µ;C. r. +h +i y.. T. c ;N '� .. ,' :. „ , ,, .. , y.. ,� , wr `•r: ` ur :lad �la:,.�; i • Ism. I I I I i i