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017-030-045
006t 27 11-3S=45 1618 .91P, ^ 0/�0,ct/s-- 91-1-350-045 " ' S� PERMIT#97-10OAG REUMAN, Scott BRENT, William,,1, } } 13363 Helltovn Wd, yChico' - s }. ''13363 Helltown -Rd.I, Chi co (utilities/mh) �, -Ag Ex Permit—Livestock & Equip ELK Ihn jo J�11111r� Z PG . A HEAL - { GAS' - £ I 1 s DATE4NMENT LTHr AN LEARCE i COMPACTION T ST REQ i✓'O (� - ( '-SUPPORT-STRUCT REQ n/ c� ? Z , 11 35=45 vim? 011-350-045 04-0855 Permti#1946-91MHI s BRENT, WILLIAM (install mh) 13363 HELLTOWN'RD, CHICO"- Cont: HICO"Cont: OWNER C , COMPLETE BP#01-0165' 011-35-0-045 ;`', 00-2265: 1 BRENT, WILLIAM 04-1756 13363 HELLTOWNRD.,.CHICO . BRENT, BILL & ELIZABETH CONTR: OWNER .* i. ---* fn;-E PROPANE.TAI`iI rp -/% %� 13363 HELLTOW-N RD. CHICO I r. CONT: OWNER 011-350-045 01-0165 RENEWAL BP# 03-05161PJ 5F* I Brefit, William 13363-He1ltown Rd.; Chico • ` _Garage/carport"""-��"' _ r Q 011-350-045 ,. 02-0563 BRENT, WILLIAM o 13363 HELLTOWN RD, CHICO 1 ST RENEWAL BP O 1 -0 165 ar'a 011-350-045 03-0517,, � BRENT, WILLIAMdL 13363 HELLTOWN RD, C14ICO I 2ND RENEWAL BP#01-0165 011-350-045 03-0516 BRENT, BILL' 113363 HELLTOWN, CHICO `i a , 'NEW SINGLE FAMILY I J 4 V V F1 .NOTES RESIDENTIAL �PERMI NO.D//-3fd—+Ofd OS�•'%I��t r 4 ` h i SPECIAL CONDITIONS CHECKED t: BY i SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. +' SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER t _O :JOB FINAL ED (D ?e— Signature J=OK 0 = Not OK . NotAppticable Not Ready Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s ' 2. 1. Zoning Requirements -Setbacks -Easements Gas; MH Test -Demand -Valve -Connector 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete Water; MH Test -Regulator -Connector 4. Water; Location -Test -Easement Needed (Sketch) 8. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Tie Downs -Type -Installation Cert. 6. Gas; Location -Test -Wrap;-/ /" L -ft. / P Nat. or / /" L "ft./ P LPG Card B-1 7. Well Clearance & Disconnect 8. Utility Clearance Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 2. Footings; Size -Spacing -Marriage Line 2. Date 3. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 10. Exits; Insp.-Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 11. Cert. of Occupancy 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. Date 9. Card B-1 Date Card B-1 Date 11. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Date 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Blocking 4. Elec.; Receptacles and Lighting, Distance-GFI 4. Gas; MH Test -Demand -Valve 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 5. Electricity; MH Test 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 6. Water; MH Test Plumb.; Cir. Test -Water Supply Test 11. 7. Water and Sewer Connected Enclosure; Fencing -Alarms 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify ff's with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-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 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors 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 q -.0l , 19 .W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date 57. Card B-1 Date Card B-1 Date 58. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Glazing Area -Glass Protection -Skylights -Plastic 24. Fixture & Transformer Clearance -Ins. Protection Shear Walls; Nailing -Bolts 25. Elec. Receptacles Spacing -Lights & Switches at Doors Brace Interior/Exterior Wall Panels 26. Size Boxes & No. of Conductors Stapled Insulation -Walls -Ceilings 27. Romex Installed Close to Edge of Studs & C.J. Infiltration -Walls -Windows 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 Date Card B-1 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Card B-1 Date Card B-1 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes J. ❑ No d 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light-ShoweriLight-Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Elec. Outlets at Wood Panel, Int. & Ext. 36. A.C. Ducts Insulation & Support Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 37. Vent Fan, Exhaust above insulation Elec. Outlets & Receptacles at Kit. Counter 38. Condensate Drain & Overflow, Size & Grade Garage Fire Door; Swing -Landing -Closure 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet A.C. Duct in Garage -Damper 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 80. 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & R66rNailing 44. Draft Stop in Walls (rat proof) t 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing` Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails 8 Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive Cl Yes ❑ No/Walks ❑ Yes O No/Planters 0 Yes 0 No ' 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 i Date Card B-1 Date Card B-1 Date Card B-1 Comments at Firial?ri- 04/ / /•� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER .r.} ,� }Nil 1J BUILDINGPERMIT OWNER)' S y TELEPHONE r �. - , SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS -1 ,(/ CONTRACTOR'S NAME ' i 1 11 Ia TELEPHONE ' CONTRACTORS MAILING CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS - ^� Plan Checking Fee $ - i BUILDING ADDRESS• // [ / k % .J �1�.• e L' 1 A���.� Energy Plan Checking Fee $ PERMIT FEE $ , -= LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1n1 /� I 'r//4 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT I Filing Feel 20.00 Main Service O000VA OR LESS 20OR LESS 1 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, ( g ) and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: `❑ 11, as owner of the property, or my employees with wages as their sole compensation, r will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( s ACC. BUDS. 3.5¢FT: NEW CONST. MULTI -OUTLET NON-RESID. C 97.50 OWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FORUREs BAL @ I. 0 Ex. Occup. DFlxuT ED AREFS D OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation Of one hundred dollars ($100) or less.) CKI certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation\ provisions of section 3700 of the Labor Cod I shall forthwith comply with those provisions. X (/ �/ �, % �j.[ F 1�" Date _ Signature of Applicant - O Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in heigrh�t. Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TYPE TOTAL FEE $ HAZ. D FEES IMP FLOOD cop PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By 1 i ���,!!!/ �.f%/ Date PERMIT EXPIRES ON v G^' /6 - Q I Date Receipt No. 1�%� �• `� -1 r/1/! ""` ' ' '/% /d - • -�(' ) WHITE-D.D.S.-B.D. CANARY -ASSESSOR - PINK -INSPECTOR GOLDENROD -APPLICANT BUTTE �OUNTY DEPART"TENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP040855 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: 03/29/2004 APN: 011-350-045-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 13363 HELLTOWN RD CHI Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I affirm hereby arm under penalty of perjury that I am exempt from the Description: PERMIT TO COMPLETE BP01-0165 Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: BRENT WILLIAM E & ELIZABETH F to its issuance;- also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the 'Contractor's State'License Law (Chapter 9 commencing with Section 13363 HELLTOWN RD 7000) of Division 3 of the'Business and Professions Code) or that he or CHICO, CA 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 95,928 applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' Stale License Law does not apply to an owner of, property who.builds or improves thereon, and who does Applicant: BRENT WILLIAM E & ELIZABETH F such work himself or herself or through.his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 13363 HELLTOWN RD year of completion, the owner -builder will have the burden of CHICO, CA proving that he or she did not build or improve for. the. purpose of sale.). 95928 owner of, the property,..am...exclusively ,.contfacting,.with . licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). „ .. Contractor: 0 I am Exempt under Article 3 of the Business andPro Assions Code Date: ' Owner: WORKERS' COMPENSATI N DECLARATION I hereby affirm under penalty of perjury one of the following declarations: LII have and will maintain a certificate of consent to self -insure for workers' compensation, as provtded.for•.by.Section ,3700 of the License #: Labor Code, for the performance of the work for which this permit is issued. 0' I: have and will `maintain `worker's' compensation: insurance, as required by Section 3700 the Labor Code, for the performance of Architect:the work for which this pernit is issued. Myworkers' compensation insurance Engineer: g eer: carrier'and policy number are: Carrier. Total Square Ft: 0 S. F. Policy #: 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 Valuation: $0.00 become subject to the workers' compensation laws of California, Census Code: 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. Dale: 7 Applicant: I_J i WARNING: Failure to secure workers' compensation coverage is employer to criminal penalties and one unlawful, and shall subject a($1011,000), 'thousand hundred dollars $100,000 , in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor cede,interest,_and_attornevsfees. __ �/ `c ) t I., .. - - - CONSTRUCTION LENDING AGENCY This perm' is hereby issued de the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resoluti ns ork 4di at a ove for which fees have been paid. L/ 3 Name: By:_, Date: -— i Address: PERPIIT 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 Califomia Health & Safety,,de 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 co all and that I am the owner r 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 un uful to alter the substance �f any official form or docu Butte County. 1 hereby ent of authorize representatives of Butte County to enter pon the above mentioned pr. perty for inspection purpos s. PrintName: (7�.P7� k, Signature: -L� / Date: �Awner ❑ Contractor 0 Agent for Owner ElAgent for Contractor NOTES RESIDENTIAL 011-350-045 o': 03-0516 PERMIT NO. j BRENT, BILL`, - "_ .- -- I - . . I _11T- 13363 HELLTOWN, C mco, f PALS NEW SINGLE FAMILY 0 V 14 R I -SPECIALCONDITIONS.,_ CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE "SPRINKLERS REQ. —SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER --JOB FINALED (Date) Signature— J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s ' 1. Zoning Requirements -Setbacks -Easements Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 2. _Soils;.Special MH Support Sketch Wood Awn.; Posts- Beams- Rftrs-Con nectors 3. Sewer; Location -Test -Fall -C/O -Concrete Shthg-Frg-Bracing 4. 'Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L -"ft./ P 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 -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. _Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except 4's 1. Zoning Req uirements-Setbacks= Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 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-1Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding' Metal w/5' -Circulating Equip. -Heater, 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK o = NotOK Applicable - =Not Applicable RESIDENTIAL (Single & Duplex) - . = Not Read Y Date UND FLOOR (Plans) OK except #'s -100'Zo ' g -Setbacks- Easements- Floo -Slope AeOrtg., Main; Soils-Elec. Grnd.-/ it /" Ftg. Depth -0- Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Fye, Porches & Decks; Soils -Steel-/ /" Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped 6. S walls, Garage; Steel- Blockouts-Wra ed bT—Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. 'ers-Fireplace Ftg.-Steel r' 3 i0 . .V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test " 2- Electric Underground ••moi- P4enums & Ducts; Clearance -Material -Support -Ins. . ,Pirders-Sills-Anchor Bolts-Joists-Vents-Crippies 16. Insulation Date ` Card B-1 Date Card 6-1 Date Card B-1 Date Card B-1 Date PLU ING (Permit) OK except #'s 1 ater Htr.; Vent -Access -Combustion Air Baffle Date FRAMING (Continued) an ers-Post Caps -Anchors -Connectors 4V Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49e Fireplace Ties or.Type A Flue -Fireplace Throat Clearance GB',Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions �?iGarage Fire Protection Framing -RC Channel .,Property Line Firewall & Openings �2Sct. Doors -One 3' -Check Garage 3rd Story, 2 Exits 1 .stairs; Width -Headroom -Rise -Run -Landing -Fire Protection' "'• 1 PIywqqd on Roof Overhang -Attic Vents -Rafter Outriggers .fes S' ng -Nailing Veneer l (�06 35l Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access i , : • W. ' Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels . 62. Insulation -Walls -Ceilings 63. Infiltration -Wall -Windows DateT, J t Card B-1 2 Date Card B-1 Date Card B-1 Date "Card B-1 Date FINAL ans) OK except #'s 03.-S a Detector . Furnac ents-clearance-Comb, Air -Connector- - I aj2dr , Above Floor-Ducts-Mech. Protection §pdfoo iting 68- .. & h Fixtures & Tub Access -Spa . Trim_&.Subpanel, Breaker Sizes & Labels 7 F lace or Stove, Clearance -Hearth Ele utlets at Wood Panel, Int. & Ext. / 72!Kit.,Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74- lec. Outlets & Receptacles at Kit. Counter 75. Gar re Door; Swing -Landing -Closure A. uct in Garaqe-Damper in Garage; Above Floor-Mech. Protection 4aellb.; EI . Mech. Equip. Listed for Locati6n 79. EI eceptacles in Garage (F.F.I.)-Romex Protection goelhsqlatieri-Foam- in Attic eleol�mails & Deck Construction -Post Caps 8,2'.—Fdn. VBents & Crawl Hole Door Drainage 8, Wood -Earth Clearance Looked under r �❑ Y ' X83. Vowing Instld./Drive ales O No/Walks U Yes O No/Planters Frres O No nit 86. Ve bov of, Plbg-Appliance-Fireplace-Clearance to Openings W ell, Disconnect, Electrical, Plumbing 8 Ext0lec. Trim, G.F.I. Receptacle -Underground ag-r�eDgatZ5 Throughout House 9 GI rotection 9 . Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93.er & Sewer Connected -C/0 -to Grade -HD Approval 94, rgy Compliance Certificate -Other Certificates . Address Posted 96. Fire Sprinkle Date 2:6--0 VCard 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: '-^ ! 1K.Water Pipe; .Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection l .)t20. Shower Pan; Test, First Floor -Tub Access ~ est Tub & Shower, Second Floor -Tub -Access . Gas Pipe; Sixe & Anchors 'r -28` Fire Sprinkler; Test -, Date 9. 11 Date tJ jCard B-1 Date Card B-1 Card B-1 Date Card 13-1'^': Date ELEgTRICAL (Permit) OK except #'s ` 2 . yixture & Transformer Clearance -Ins. Protection Alec. Receptacles Spacing -Lights & Switches at Doors_, $de Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C fW Equip. Ground made up w/Mech Fastene -Bond Gas & Wate 2 Appliance Circuits in Kitchen & Conductor3¢e `FI 3 bleed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 3 . Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu-or,Al Insulated Neutral O Yes O No - - 32' ervice-Riser Conductors & Ground Main Disconnect .r •- •• Equip. Clearances Panels-Motors-Mech. Equip. @4 othes Closet Light -Shower Light -Spa Light Smoke Detector Date Date , i7 Card B-1 • Date Card B-1 Card B-1 Date Card.B-1 Date MECHANICAL (Permit) OK except #'s -8& Y. Ducts Insulation & Support 3 ent Fan, Exhaust above insulation W. Condensate Drain & Overflow, Size & Grade 39--Furnace-Vent Access -Comb. Ait-Return Air Vent 115,Outlet 48: Attic Access & Platform if Furnace in Attic Date K 117, j IfCard B-1 Date Card'B-1 Date Card B-1 Date Card B -T, Date FRAYING (Permit) OK except #'s 21s Proper Materials & Anchors - IIs Studs -Nailing Spacing & Braces -Plates -Sound ' earing Walls over Girders & Floor Nailing . Draft Stop in Walls (rat proof) - \'Ld F' a Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 Headers & Beams -Size & Bearing Date FRAMING (Continued) an ers-Post Caps -Anchors -Connectors 4V Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49e Fireplace Ties or.Type A Flue -Fireplace Throat Clearance GB',Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions �?iGarage Fire Protection Framing -RC Channel .,Property Line Firewall & Openings �2Sct. Doors -One 3' -Check Garage 3rd Story, 2 Exits 1 .stairs; Width -Headroom -Rise -Run -Landing -Fire Protection' "'• 1 PIywqqd on Roof Overhang -Attic Vents -Rafter Outriggers .fes S' ng -Nailing Veneer l (�06 35l Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access i , : • W. ' Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels . 62. Insulation -Walls -Ceilings 63. Infiltration -Wall -Windows DateT, J t Card B-1 2 Date Card B-1 Date Card B-1 Date "Card B-1 Date FINAL ans) OK except #'s 03.-S a Detector . Furnac ents-clearance-Comb, Air -Connector- - I aj2dr , Above Floor-Ducts-Mech. Protection §pdfoo iting 68- .. & h Fixtures & Tub Access -Spa . Trim_&.Subpanel, Breaker Sizes & Labels 7 F lace or Stove, Clearance -Hearth Ele utlets at Wood Panel, Int. & Ext. / 72!Kit.,Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74- lec. Outlets & Receptacles at Kit. Counter 75. Gar re Door; Swing -Landing -Closure A. uct in Garaqe-Damper in Garage; Above Floor-Mech. Protection 4aellb.; EI . Mech. Equip. Listed for Locati6n 79. EI eceptacles in Garage (F.F.I.)-Romex Protection goelhsqlatieri-Foam- in Attic eleol�mails & Deck Construction -Post Caps 8,2'.—Fdn. VBents & Crawl Hole Door Drainage 8, Wood -Earth Clearance Looked under r �❑ Y ' X83. Vowing Instld./Drive ales O No/Walks U Yes O No/Planters Frres O No nit 86. Ve bov of, Plbg-Appliance-Fireplace-Clearance to Openings W ell, Disconnect, Electrical, Plumbing 8 Ext0lec. Trim, G.F.I. Receptacle -Underground ag-r�eDgatZ5 Throughout House 9 GI rotection 9 . Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93.er & Sewer Connected -C/0 -to Grade -HD Approval 94, rgy Compliance Certificate -Other Certificates . Address Posted 96. Fire Sprinkle Date 2:6--0 VCard B-1 Date Card B-1 Date -Card B-1 Date Card B-1 Date:. Card B-1 Date Card B-1 Comments at Final: '-^ ! COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER�'yT NO. (Rev. -12/$6)`"' APPLICATION AND PERMIT � ` ASSESSOR PFI EL NUMBER 011-.i 045 ZONING F'R40 BUILDING PERMIT OWNER Br 11 a& Elizabeth 893-3239 TELEPHONE SO., FT, OCC. BUILDING VALUATION 1403 R 75 762.00 OWNER'S MAIUNG ADDRESS 13363 Helltwn Road dhico CA 95928 35 0 245.00 CONTRACTOR'S NAME mer TELEPHONE Y(� 05 ^ l� %Z5.00 •00 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 81 272.(X) ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 558.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 363.05 BUILDING ADDRESS 13363 He]] t(ywn RmAd Mico S Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ C)64 i LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 71 7.00 49.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 2 15.00 30.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF 2 bd m- 1 1/9 F�,qtta Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $144.00 i ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoo.v oA v ss 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, ( 9 ) and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. - ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO ,000A 46.00 NEW CONST. DW EwNG OCCUP. SO OR ADDNS. ( 8 ACC. S.3.50T49.10 NEW CONS . MULTI -OUTLET NON RE NS 97.50 APPARATUS S SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDfTUREs BAL o .s° FV Ex. Occup. Duntrs RESID.1 EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 92.10 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating radiant floor Ij • Cooling swamp �• Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �) 1 certify that in the performance of the work for which this permit is issued, I shall 3 ty P P not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the Workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / ! X �/i ^ Date �/ z V/03 Signature of A licant - ❑ Owner ❑ Contractor ❑ Agent An OSHA per t is required for excavations over 5'0" deep and demolition or onstructionp� of structures ver 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ RSc VA TM� TOTAL FEE $2305.65 � p� "W' ° FL�oD c� vAgcEL I PDe HD ISSUE/ ' This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By k7I� Date /V PERMIT EXPIRES Ott h/ l Ik Date r ReceiptNo. .% -j -357 <,KA 1K:" WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INYPVCTOR GOLDENROD -APPLICANT INSULATION CERTIFICATE Job Number: 5238 BHI:Brent 13363 Heil Town Rd., Chico CA Contractor/Owner Name Job Address (street, city, state) .. ...... County Subdivision Name Lot Number DESCRIPTION OF INSTALLATION 1. ROOF 3. EXTERIOR WALL A. Cavity Dilation Material: i +i ler tasa ., ........... ................::.......: .: Thicimess B. Exterior Foam SDthing Material................................................ ..::....:::. . ................................................................... ........................................................... Thickness (' ................................................... ............................................... 4. RAISED FLOOR blateriaL.................................... . ... ... Thies (inches): ...:......... 5. SLAB FLQQWMRIlVIETER .................................... Material. ................... .......... .. Thickness (imes)::::.::::::::°: Perimeter Dilation Depth Inches: ..................:::': 6. FOUNDATION WALL Material...........................................................:.::: ............. Thielmess (inches): ................... .... . Brand Name: ' ::::::. :::ate::::::: = Thermal Resistance Brand .................. .................................... Thermal ResistancecRVaar. ............ Brand Name. ...........................:..:::::: Thermal•"... �.' Resistance (R-Valae): Brand Thermal Resistance (B-Vahie) ::: ::':.............. .......... .............................................. Brand Name:.::::::::::'::' ::::: Thermal Resistance (R-Valae):''s` s General Contrsetor (Ca Name) or Owner :-rr"ir..ti�l dol, _. ____ _.—__�_ _._ ._.__ .. 3i�7:'t�S•f:S.� tr€1a i'h.9+.i Yt w ___��_.__ _ _ (�nt�,vtii,t_'t-riPT �.�!;•: lei ,c�;r > rst .(�"f•tita: sra�r -r71,—IL �`. t%,� �� ,ra�c t�u;a'r:3i�•r: ;tr,t �t MCMI IN Zuit_rttz ':'1t:t�:1'1 %i1.1.1i 'r .vivr :3sir:V! fid:^•s!3 s.:iT .,(.IIZ /ffl r, 9,i1?iT1: c abrJuar3 "(Uviil -A ' r,►K;x:+lir r.:n� 'rtrs'i�tA"1 .(i :1 ri ).:;%4�7.., __._..�--st'.^til tfl�:.(l. nc�ii;.E�zna -Ysl9cthrs4 Yt .:iuc; ;iit ciliw aont;rmWrtsri rsi ri.uTc:,+rl srut.1, 4i ; to arsiia11.0 :,:li .i bal!r:t�.Y:i ��:rr Yt4ilCjt:�f• .'th vo b 1olb:Y1 e:: Mnwxe;itD ,� 1•:r:`(,+ r,�x4iF) +ti31T1T1I7tt(1 lRiin%hiA-li 70 7ElrttS'tet�L�11, •ren+i �il� r�,zst iti^,+i9r;c:s ,.s;4 ,�s s4i4^m� iitr �ltiai7ilsa� r7tlD .V (9rtuv .03) t7tS4r(l TU (5nifIT.t?J 1 rt)SSr 7 Yti i r3 Iti Y9:iJc� •t�, i>rn .t:Tl tr+l�s:st�naf`iru �aii!�1»J 9iG°.° brr. �Tfrl tr i?. z'a�ti:tr.rY, fit. -15r -to'^ir Ortya•':.a3 )1�'ri5c)IO tt::~tP! =�.:1 'r�+:i� ���� -::►ti�;T !•-�lr�:ill 'r© 3;A� _-•r>it•}it ig:t sem. �i 1.`F. _'.';r::s." '(•i;±.$'v-?�� `.:ft€��1.".a� �,:iit'17'.1� 111 +�" �i Zftl} ;i�17:13�' _ �*�•c:�_ ~ --• -~ «.1Ar"�'i hftrzii �_ - t�ti��-=„i�+i:•�� ::.��(T ';;� :t�nc�.. 9'1 ".;i!_f; t ice.^ r C•w 1100)U� 4�iSr i. rt til :lzt:i s :lt7Giurm,14 Zuit_rttz ':'1t:t�:1'1 %i1.1.1i 'r .vivr :3sir:V! fid:^•s!3 s.:iT .,(.IIZ /ffl r, 9,i1?iT1: c abrJuar3 "(Uviil -A ' r,►K;x:+lir r.:n� 'rtrs'i�tA"1 .(i :1 ri ).:;%4�7.., __._..�--st'.^til tfl�:.(l. nc�ii;.E�zna -Ysl9cthrs4 Yt .:iuc; ;iit ciliw aont;rmWrtsri rsi ri.uTc:,+rl srut.1, 4i ; to arsiia11.0 :,:li .i bal!r:t�.Y:i ��:rr Yt4ilCjt:�f• .'th vo b 1olb:Y1 e:: Mnwxe;itD ,� 1•:r:`(,+ r,�x4iF) +ti31T1T1I7tt(1 lRiin%hiA-li 70 7ElrttS'tet�L�11, •ren+i �il� r�,zst iti^,+i9r;c:s ,.s;4 ,�s s4i4^m� iitr �ltiai7ilsa� r7tlD .V (9rtuv .03) t7tS4r(l TU (5nifIT.t?J 1 rt)SSr 7 Yti i r3 Iti Y9:iJc� •t�, i>rn .t:Tl tr+l�s:st�naf`iru �aii!�1»J 9iG°.° brr. �Tfrl tr i?. z'a�ti:tr.rY, fit. -15r -to'^ir Ortya•':.a3 )1�'ri5c)IO INSTALLATION CERTIFICATE (Page 12 of 12) CF -6R Site Addresses Permit Number County Subdivision Lot Number Description of Insulation (Formerly IC -1 Form) 1. RAISED FLOOR Material `mss Thickness (inches) 2. SLAB FLOOR/PERIMETER Material - Thickness (inches) Perimeter Insulation Depth (mches) 3. EXTERIOR WALL Frame Type A. Cavity Insulation Material Thickness (inches) B . Exterior Foam Sheathing Material Thickness (inches) 4. FOUNDATION WALL Material Thickness (inches) ' tlt rw j Brand Name Cion K -D Thermal Resistance (R -Value) __ _ i�!g Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R Value) Batt or Blanket Type Brand Name Thickness (inches) Thermal Resistance (R -Value) _ Loose Fill Type gid Contractor's min installed weighttfF lb Minimum thickness inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value) 6. ROOF Material Thickness (inches) Declaration Brand Name Thermal Resistance (R -Value) ✓ ❑ I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. Item #sSignaque (if applicable) I Date ���)��/ -�/ Installing Subcontractor (Co. Name) OR General Contractor (Co. Name) O er OR Window Distributor Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor Item #s Signature Date Installing Subcontractor (Co. Name) OR (if applicable) General Contractor (Co. Name) OR Owner OR Window Distributor zmnaennae c-ompliance Forms April 2005 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES. 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE is OWNER PERMIT NO. " A routine inspection indicates that the following violations of butte county Ordinances exist he above address and should be corrected. Please notice this office when correction of rk is compl d. `If you have any questions pertaining to this matter, or need additional ex nation, e e contact this office immediately. 4. Date Inspector REV 10/92 W11WARMS 4. Date Inspector REV 10/92 (?41 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 0 1 O D BUILDING PERMIT OWNER - may( -4Y� TELEPHONE SO, FT, OCC. BUILDING VALUATION .OWNERS U ADD ES ` % fit- n . 7,� CONTRACT NA E TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING Ma 3 n Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Additionmodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �p�( /y �f% /[4 Gas piping system 1 - 5 outlets 15.00 Buildina sewer 15.00 Mobile Home 191--61 W @20.00 PERMIT FEE S ELECTRICAL PERMIT I Fling Feel 20.00 OR LESS Main Service .A 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWEILNxi OCCUP. OR ADDNS. ( 8 ACC. S. S° 3.5¢FT. NEW CONST. MULTI.OUTLET NON-RESID. @7.50 POWER APPARATUS a swoLE 0 T. CR. Ex. Occup. OUTLET OR FIXTURES BAS �': 0 LNS Ex. Occup. pU{1EED7g q p.°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating —Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Lab r Cod I shall ofltzhtywith those provis' ns. /� ��y�G �v X _ Date Signature of Ap licat - Owner ❑ Contractor ❑ Agent An OSHA permit is r uired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE n TOTAL FEE $ a (R "l - HA2. p, FEES IMP FLOOD CDF I PARCEL I pD HD SSUE This permit is hereby issued under of the Butte County Code and/or indicated above for whi ees have By PERMIT EXPIRES ON�� I the applicable provisions Resolutions to do work been paid. 01, Date �6 (.0 .- la Receipt No.MW WHITE-D.D.S.- .D. CA ARY-ASSE SOR P K -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 0. (Rev. 12/96) APPLICATION AND PERMIT 03-= ASSESSORPARCEL NUMBER 011-350-045 ZONING FR40 BUILDING PERMIT OWNER �' Brsnt Bill and Elizabeth 893-3239 TELEPHONE SO. FT. OCC. BUILDING VALUATION 1403 R 75;762.00 . OWNERS MAILING ADDRESS 13363 Helltown Road Giiinn CA 99q28 35 0 245.00 CONTRACTOR'S NAME owner TELEPHONE 405 C 5,265.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 81 272. Q0 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 558.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 36-1-05 BUILDING ADDRESS 33. Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 71 7.00 49.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 2 15.00 30.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF 2 Wrm, 1 1/2 bath Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fee 20.00 RUEFling 600VMain Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.a License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensa . n laws of California, and agree that if I should become subject to the rkers' mpensation pro ' ions of section 3700 of the Labor Code, I shall f rthwith mply with those ovisions. X Date o2X Signature licant - ❑ Owner ❑ Contractor ❑ Age An OSHA er tis required for excavations over 60" deep and demo ition or onstru of structures ver 3 stories in height. Main Service 46.00 NG CCU000A NEW CONST. DWELLING OCCUP. SO DWE200ALLING OR ADDNS. ( a ACC. BUDS. 3.5¢x. 49.10 NON-REOSI�T. MULTI -OUTLET CIRCUITS @7.50 APPARATUS PSINGLE OUTLET CSI R. 20 � , 00 Ex. Occu ourLEr OR FaTUREs BAL @ ,50 Ex. Occup.ourLEEDTSAPP RESID1 A. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating radiant floor 15.00 Cooling SWaMP 15.00 Hood 6.50 Ventilation 2 4.50 19.00 PERMIT FEt $ 59,00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 CONST. TYPE VN TOTAL FEE $1305.65 HA D. , P CDF HD U_E- � This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated pbove for which f@q ave been paid. y at 7/O RMIT EXPIRES O ate Receipt No. I 3� S A- WHITE-D.D.S.-B.D. CANA Y -ASSESSOR PINK -IN CTOR GOLDENROD.APPLICANT Feb 0.1 02 08:13a P.1'... •.A COUNT_ Y OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION '1 -" - 7 County Center Drive • Oroville, California 95965 • Telephone (530) 5X8-7541 E U tRe6:;276�s1 f✓ • APPLICATION AND PERMIT 03 r –ASSESSORPARCEL NUMBERh ._i ZONIN0 _ - 1 y• ,• ., v� "�jrJ0 10q F-I��__y{ _ BUILDING PERMIT owNFR..: T E SO. FT. OCC. 8 LDING VALUATION `+ OWNERS NG ADDRESS �� Q Y _ � 3 c ldZ5 1-5, CONTRACT'S$D ,r�AME . TELEPHONE—_ ' /u�l�.+\Iv/1lX/1 . CONTRACTORS MAILING ADDRESS - CONSTRUCTION LENDER LENDER'S MAULING ADDRESS - Fireplace Total Valuation is ARCHITECT OR ENGINEER - LICENSE NO. —Filing Fee $ 20.00 ARCMTECT OR ENGINEERS MAILING ADDRESS Permit Fee$ Ys. OE) Plan Checkin Fee $ su�LOwa A60RESS y, /�, – _- l ✓`� 0 L 5 5 Energy Plan Checking Fee $ $96 ZI-35- PERMIT FEE $ LOT NO. SUBDIVISIONS NAMEPARCEL MAP GO t,.., g9— 0,118 Z.3� _ 6_ PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE ,-b`3 A� Each Tr 7.00 q_ Solar or heat pump water heater 23.00 SF Duplex 0 Mobilehome ❑ Other Water piping 15.00 qj ePEDIFv TYPE OF WORK Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 New Addition ❑ Remodel ❑ Utilities1,❑ Installation ❑ Other ❑ Building sewer 15.00 Describe Work: NS 1 K/� B1 ����II 1/2 Moblle Home I S I G I W 020.00 PERMIT FEE _ - ELECTRICAL PERMIT Fling Fee 20.00 } Main Service .6.0.01 OR LESS z00A OR LESS 23.00 S . nzl / �'J r Main Service $.0OA TO 1000A 46.00 G j NEW GONG . OWE3U3 OOCVP. i SO S4Z + ON R ADONS. 6 O. BLOS. L s¢rT: �%• CO S . MULTI.OUTLET MO �1 NON.RESIO. @7.501 M&KH CIRCUITS POWEA APPARATUS i ___ �� _ I 8 SINGLE CIS. EX. Occup, OUTLET ORR FOCTU FOrTURES za ®I.5 - SAL® .500O AP �,�% Ex. Occup. O IxVTtETa =..o A 5.00 ' *PERAIT FEE PA2b s �: L(O ��f P7` Tem orar Service 23.00 -- SRA q _ �� Mobile Home Facilities 20.00 $ ( Misc. Wiring 23.00 SHERIFF : - ��' PERMIT FEE $ f (� MECHANICAL PERMIT Filing Fee 20.00 Heating d:ayt f— Coolin !S Hood 6.50 , A u� � RE�b •� Ventilation fl PERMIT FEE Mobile Home Installation Fee $ � � [ � � � Energy In`sroprction 'Fee $� w � !�tl !p 7 TO AL FEE $ / TO im Pir wro comm NAZ• comm 0. FEES FL OD DF CEL IV I MD ISSUE--- / This permit is hereby issued under the applicable p'(ovisiOns ' r of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been -paid. By Date ReceiptNo. PERMIT EXPIRES ON WHITE-O.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ere -- 4 P J 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 + 9, a& OWNER: "� '� �/ ((f ASSESSOR PARCEL NUMBER O1 1 Proposed Building Use: 1y Sr �9 Y�'�!��i� 1" Counter Technician: 17 Date: 72-2,L4 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 41.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. % 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By . Flood Elevation Certificate, wet -stamped and signed, in duplicate.... ❑ 9. Plot plan and business license approval from the City of Biggs........ ❑ 10. Letter of intent for non-residential buildings .............................. ❑ 11. Detached Accessory Building Form filled out by the owner.......... ❑ 12. Hazardous Material Form ................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 0� r4 Fees as shown on the attached Schedule of Fees Due Sheet ....................................... o l- ❑ , ly Statement of Intent for Non -heated and A/C Buildings...................................f � F,, /W1 6. Sanitation and plot plan approval from the Environmental Health Department in VV l l �' % — 7-03 n l --Ty jr8.. CityofChico Plumbing permit......................�California Department of Forestry plan approval LAS aid. S.ht4�b .. .. .W....... Planning approval for (A) Use: Q•le- (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28.., Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner ❑ Check to H.C.D. $ ❑ 31. Other: K2, !::2 e7 -2 n 00 - r" When issued Telephone nd hold for pick✓ I have been mfWall ed of the above items and requirements for obtaining a building permit. Applicant: , ats /, '? -X 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ai , ❑ counter, by Date: Contractor, designer, owner, was advised of the above dap b D hone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: Plans approved by: o Date: Structural reviewed by: Date: O Structural approved by: Date: U Note transfer by: Date: Yellow: Bwl i g Di inion 1. . OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OF FEES DUE PROPOSED BUILDING USE 'v lr"� f+ 3 -7 3 0 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ..... $ 2. SCHOOL DISTRICT FEES2� (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential • ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # O I ' Jd14(5- DATE Z-ZL — 3 RECEIPT # DATE REC. 2--Zq-63 731 -Z-2--f-(5 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees maybe changed during, the play checking process. g APPLICANT DATE 2 /-3 Pursuant to Government Code ection 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Dec 17 02 11:38a d. .. is OWNER-BlUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. �I personally plan to provide the major labor and materials for construction of the proposed property improvement: YESPNO ❑ I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSENO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK . NOTE: This Owner -Builder -Verification is required by Section 19831 and 19832 of the, California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to Issue the permit. OVER Dec 17 02 11:37a Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself you may protect yourself from possible liability if that person applies for the proper permit in his or her name: • Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials 'and other costs) is $300 or more for the entire project; and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 if you are an employer. you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 Then: may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific_ information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor, or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an•"ownerbuiider" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community. or at 1020 N Street, Sacramento, CA. 95814. PIease complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sin@:rel , r Michadl C. Vieira, C.B.O. Manager, Building Inspectiori NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER E.H. USE ONLY • a w--� 5'w'.+. to -�4"' �, .�„e'•riw.�r/�i�r=�r�, ..ti PlotPhnAmc6e_d�Vi/Pboc P}m Atmchad ' r Sent to B.D. TO: BuildingD f ''•.` CO FROM: 1 � nme :. , • .ter -.gyp �, b Sd �; : . ti SUBJECT: S tion Clearance f'R OwnerLocation APS DsposaV Plan Approved for:* Sewage il Water Supply: Public Private„Well • - Clearance for bedroommule home. Other r' p r Hold'final'for:""_ M M11" Final clearance O.K. for: NOTE: ) A A 8/92 r . G • 20 r Date t School District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) t/ VL S Building Department No. (� %� " o Jurisdiction: City \County Property Location/Address� ([ 7t ot— Subdivision Residential Development No of Living Mobile Home Units Installation Commercial/Industrial New Addition AA r\ // Lot No. ................................................................................................................. Sq. Footage Addition/ 'Supplemental to (Group R) Conversion Permit # '(No foundation inspection): ................................................................................................................. 6 ` < <W f /t)74 a' " Sq. Footage Building Departineri-t Representative- cl)(�A � � -�� �- r tle (Including Exterior Roofed Areas) Date r (moor rians reviewed oy Scnool uistnct rersonneu District Identification No. "� 'a' � ' ' ' ° r''j 9 42 School District certifiei.that' ,,- (A pplicant) .� � rte— i 3 I�LE���I ����:G; ✓/ l Lei ',!9 �G Lti i i S C(}'\y (Street Address) ` (Phone Number) f iILI/ (City) has complied with the requirements of Resolution No. representing 1,"r square feet. `School District Representative (State) (Zip Code) 0--- 71-(g by payment of ^$ .3. 26 IAB 2926 $ FULL" fJ ITIGATION "s Date Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP040855 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: 03/29/2004 APN: 011-350-045-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 13363 HELLTOWN RD CHI Date: Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: PERMIT TO COMPLETE BP01-0165 Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: BRENT WILLIAM E & ELIZABETH F to itsissuance;-also requires the applicant for such permit to file a signed "statement thai he or she is licensed pursuant to the provisions of d the'Contractor's State'License Law (Chapter 9 commencing with Section 13363'HECLTOWN RD > 7000) of Division 3 of the'Business and Professions Code) or that he or CHICO, CA 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 95928• applicant to a civil penalty, of not more than five hundred dollar's ($500).): I, as owner of the property, or my employees with wages as their ~� v sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Con tactors' State License Law does not apply to an r '"`""' " "" owner of.property who.builds or improves thereon, and who does Applicant: BRENT WILLIAM E & ELIZABETH F such work himself. or,herself or through ,his, or her own employees, provided that such improvements are not intended or offered for " `'sale. If however, the building or improvements are'sold within one 13363 HELLTOWN RD " year of completion, the owner -builder will have the burden of CHICO, CA proving that he or she did not build or improve for. the. purpose of sale.). 95928 O__.L,-,.as. owner_of, the property,_.am•_exclusively.,.contMcting,.with- licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, And who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). „ . Contractor: �...' O I am Exempt under Article 3 of -the Business and Pro Assions Code - y Date: ` Z9� 'owner: WORKERS'COMPENSAT19iIN4 DECLARATION" I hereby affirm under penalty of perjury one of the following declarations: Cl I have and will maintain a certificate of consent to self-irisure for workers' compensation, as provided.for, by.Section .3700 of the License#: Labor Code, for. the performance of the work .for which this permit is issued. 'I: have and will`maintain "workers' compensation insurance, as required by Section 3700 the Labor, Code, for. the performance of Architect: the work for which this permit is issued. My workers' compensation -insurance Engineer: carrier and policy number are: Carrier. Total Square Ft: 0 S. F. Policy #: = I certify that in the performance of the work for which this permit is _issued, I shall not employ any. person .in any mariner so as to Valuation: $0.00 become subject to the workers' compensation laws of California, Census Code: 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 7 Applicant L J WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred 'thousariC dollars in to the () ($100,000); addition cost of compensation', damages as -provided for in Section 3706 'of the Labor code, interest, and attorney's . fees _,..... / f eU re CONSTRUCTION LENDING AGENCY • . This perm' is hereby issued die the applicable provisions of the Butte County Code and/or I hereby affirm that there is. a construction lending agency for the of the work for this is issued Resoluti ns which fees have been paid:' ' performance which permit (Sec 3097 Civ.) Name: V� By Dal 3 PERMIT EXPIRES ON: !J Date Address: ❑ I'h'ereby certify that the use of this facility shaltcomply '�vjth 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 r 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 any,official form or docu ent of Butte County. I hereby authorize representatives of Butte County to enter pon the above mentioned property for inspection purpos s. Print Name: //c/L AI -Ill g" Signature: Date: ^ .Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. IN - lJys-'�- B. C. Building Permit 01-23-04 pg 2 DATE: APN: ZONING: NEAREST C OSS STREET• i TRACT/LOT#: SITE ADDRESS: l CITY, ZIP: OWN NAME: _ HXE: -3 STREET ADDRESS: 3 +FAX- CITY, ZIP: E-MAIL- APPLICANTNAME:71 PHONE: STREET ADDRESS: FAX CITY, ZIP: E-MAIL: CONTRACTOR NAME: 9A rn PHONE: STREET ADDRESS: FAX E-MAIL: CITY, ZIP: LICENSE NUMBER: LICENSE TYPE: PHONE: ARCHITECTIENGINEER NAME: .TRE DDS: 'L FAX: CITY,—IP: LICENSE NUMBER: � �i E-MAIL: DESCRIPTION OR SCOPE OF WORK' e►�wl � �- d -v cis �e^tt. b (- � � � ❑ Structure Built without permits Z. ❑ Proposed Change of Occupancy (note previous use) 3� EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. action on an application after expiration, In order to renew a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made to prior the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: Notes: �,. Application Received by: L% U Date: Receipt number: .-,?n SSG Amount Received: j p B. C. Building Permit 01-23-04 pg 2 O.B.-1 OWNER -BUILDER VERIFICATION -] Attention Property Owner. An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YE�,W NO ❑ 2. I HA HAVE NOT ❑ signed an application far 'a building permit for the proposed work. I have c6ntrxted with the following person (firm) to provide the proposed construction:, NAME: ADDRESS: may: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK +0 i� NOTE. This Owner -Builder Vff*ation is required by Section 19831 and 19832 of the California Health and Safety Code. This verzfua90n must be completed and returned to our oJ) ce before W are permitted to issue the permit OVER OWNER BTJIt.DER INFORMATION Dear Property Owner. O.B.- T' - • . An application for a building permit has been submitted in your name listing yourself as the binder of property improvements specified. For your protection, yon should be aware that as "owner-is� you are die responak party of record on such a permit Building permits are not required to lie signed by property owners unless they are personally perb ming their own work If your work is being performed by someone other than yourseii; you may protect yourself from possible liability if d3a t 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 ti) do your own work; with the exception of various trades that you plan to subcontract; you should be aware of the following information for your benefit and protection: If you employ or otherwise engage any persons other than your immediate family, and the work (mclnding materials and other costs) is 1300 or more for the entire project, and such persons are not licensed as contractors or subcontractors; thea you may be an employer. If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, wo*ers compensation insurance, dimbili y insurance costs, and uuemploymeni compensation contributions. ♦ There may be financial risks for you if you do not cavy out these obligations, and these risks are especially serious with respect to worker's compemsation iasuiance. ♦ Formore specific ration aboutyour obligations under Federal Law, contract the Internal Revenne Service (and, ifyou wish, the U.S. Small Business Administration). For more specific infomsation about your obligations under State Law, contact the Department of Benefit Payments and the Division of i„dustrial AccidentL If fire structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work peawna ly or through their own employees, without a licensed contractor or subcontractor, only under limftd conditions. A frequent practice of unlicensed persons professing to be contractmrs is to secure an "owner builder" building peank a ° wu* impbbg that the, property ownerproviding his or her own labor and material petsonaliy. Building permits are not required to be signed by property owners ners unless they are performing their own work personally. Infirmatom about licensed contractors may be obtained by min racting the Contractors State License Board in your commnmity or at 1020 N Street; Sacramento, CA. 95914. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these maths. The building pmmmit will not be issued until the verification is returned. l3', /��—.er r M'i 1 C. vi mea, C.B.O. Building Inspection NOTE: Tina Owner-Budderrnfommfion is required by Seddon 19830 ofdie Cagvrrda Health rad Safety Code- OVER ode OVER CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Project Title.......... BRENT ADDITION Date..04/18/11 10:53:30 Project Address........ ****** Building Permit # Plan Check / Date Field Check/ Date Documentation Author... Climate Zone........... Compliance Method...... CHICO, CA *v8.1* Gregory A. Peitz ****** Gregory A. Peitz Architect 383 Rio Lindo Ave. Chico, CA 95926 530-894-5719 11 MICROPAS8 v8.1 for 2008 CEC Standards (r03) MICROPAS8 v8.1 File-BRENTBILL_ ADDITION Wth-CTZ11S08 User#-MP2330 User -Gregory A_Peitz Architec Run -Base Case MICROPAS8 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance Percent (kTDV/sf-yr) Design Design Margin Improvement Space Heating.......... 28.29 23.77 4.52 16.0% Space Cooling.......... 55.02 56.20 -1.18 -2.1% Ventilation Fans....... 1.29 1.29 0.00 0.0% Total 84.60 81.26 3.34 4.0% *** Building complies with Computer Performance *** *** HERS Verification Required for Compliance *** *** Water Heating not calculated *** GENERAL INFORMATION HERS Verification.......... Conditioned Floor Area..... Building Type .............. Construction Type ......... Natural Gas at Site ....... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Required 930 sf Single Family Detached Addition Alone Yes Front Facing 90 deg (E) 1 1 FullYear Floor Construction Type.... Raised Floor Number of Building Zones... 1 Conditioned Volume......... 8680 cf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 21.6 % of floor area Average Glazing U -factor... 0.35 Btu/hr-sf-F Average Glazing SHGC....... 0.35 Average Ceiling Height..... 9.3 ftlor_> w i PERMIT # _e%'0' I q ] 8 C/v T BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE J�79�s� B VSa ]BUTTE COUNTY APR 18 1011 DEVELOPMENT ERVIS � 'iIO- 147.9 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 Project Title.......... BRENT ADDITION Date..04/18/11 10:53:30 Zone Type HOUSE Residence MICROPAS8 v8.1 File-BRENT BILL ADDITION Wth-CTZ11S08 User#-MP2330 User -Gregory A Peitz Architec Run -Base Case BUILDING ZONE INFORMATION Floor # of # of Cond- Thermo- Vent Vent Verified Area Volume Dwell Peop- it- stat Height Area Leakage or (sf) (cf) Units le ioned Type (ft) (sf) Housewrap 930 8680 1.00 4.0 Yes Setback 2.0 Standard No Roof Mass Roof Type (lb/sqft) HOUSE Asphalt Surface ATTIC AND ROOF DETAILS Frame R- R - Roof Re- Emiss- Frame Spac- Value Value Vent Rise flect- ivity Depth ing Above Below Area Vent ance (in.) (in.) Deck Deck Ratio High Light 5:12 0.08 0.85 3.5 24 oc 0.00 0.00 1/150 0.50 OPAQUE SURFACES U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains JA4 Location/ Type (sf) or R-val R-val Azm Tilt Reference Comments HOUSE 0.069 1 Wall Wood 2 Wall Wood 3 Wall Wood 4 Wall Wood 5 Wall Wood 6 Wall Wood 7 Wall Wood 8 AtticRad Wood 9 Floor Wood Orientation HOUSE 0.069 21 1 Door Front (E) 2 Wind Right (N) 3 Wind Right (NE) 4 Wind Back (NW) 5 Door Left (S) 6 Wind Left (S) 7 Wind Left (S) 173 0.069 21 0 90 90 Yes 4.3.1 A6 FRONT 199 0.069 21 0 180 90 Yes 4.3.1 A6 LEFT 53 0.069 21 0 270 90 Yes 4.3.1 A6 BACK 258 0.069 21 0 0 90 Yes 4.3.1 A6 RIGHT 44 0.069 21 0 315 90 Yes 4.3.1 A6 225 DEGREE 44 0.069 21 0 45 90 Yes 4.3.1 A6 315 DEGREE 30 0.102 13 0 90 90 No 4.3.1 A3 KNEE WALL 930 0.025 38 0 n/a 0 Yes 4.2.1 A21 ATTIC 930 0.037 19 0 n/a 0 No 4.4.1 A4 FLOOR FENESTRATION SURFACES Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments 23.0 0.350 0.350 90 90 Standard 1/Vinyl/Wood Patio Door 20.0 0.350 0.350 0 90 Standard 2/Vinyl/Wood Operable Lo 12.0 0.350 0.350 45 90 Standard 3/Vinyl/Wood Operable Lo 12.0 0.350 0.350 315 90 Standard 4/Vinyl/Wood Operable Lo 48.0 0.350 0.350 180 90 Standard 5/Vinyl/Wood Patio Door 15.0 0.350 0.350 180 90 Standard 6/Vinyl/Wood Operable Lo 42.0 0.350 0.350 180 90 Standard 7/Vinyl/Wood Fixed Low E CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 Project Title.......... BRENT ADDITION Date..04/18/11 10:53:30 MICROPAS8 v8.1 File-BRENT_BILL _ ADDITION Wth-CTZ11S08 User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case FENESTRATION SURFACES System Minimum Type Efficiency HOUSE Furnace ACSplit HVAC SYSTEMS Exterior Shade Type Location/Comments Standard 8/Vinyl/Wood Operable Lo Standard 9/Vinyl/Wood Operable Lo Standard 10/Vinyl/Wood Operable L Standard 11/Vinyl/Wood Fixed Low Standard 12/Vinyl/Wood Operable L Verified Verified Verified Verified Verified Maximum Refrig Charge Adequate Fan Watt Cooling EER or CID Airflow Draw Capacity 0.800 AFUE n/a n/a 13.00 SEER No No HVAC SIZING Total Sensible Heating Cooling Area U- Type (Btu/hr) Act Summer Orientation Design...... (sf) factor SHGC Azm Tilt 8 Wind Left (S) 15.0 0.350 0.350 180 90 9 Wind Right (N) 3.0 0.350 0.350 0 90 10 Wind Right (N) 3.0 0.350 0.350 0 90 11 Wind Right (N) 4.0 0.350 0.350 0 90 12 Wind Right (N) 4.0 0.350 0.350 0 90 System Minimum Type Efficiency HOUSE Furnace ACSplit HVAC SYSTEMS Exterior Shade Type Location/Comments Standard 8/Vinyl/Wood Operable Lo Standard 9/Vinyl/Wood Operable Lo Standard 10/Vinyl/Wood Operable L Standard 11/Vinyl/Wood Fixed Low Standard 12/Vinyl/Wood Operable L Verified Verified Verified Verified Verified Maximum Refrig Charge Adequate Fan Watt Cooling EER or CID Airflow Draw Capacity 0.800 AFUE n/a n/a 13.00 SEER No No HVAC SIZING Total Sensible Heating Cooling System Load Load Type (Btu/hr) (Btu/hr) n/a n/a n/a No No No Design Cooling Capacity (Btu/hr) Verified Maximum Cooling Capacity (Btu/hr) HOUSE Furnace 15838 n/a n/a n/a ACSplit n/a 12845 15404 n/a Sizing Location............ CHICO EXP STA Winter Outside Design...... 22 F Winter Inside Design....... 70 F Summer Outside Design...... 100 F Summer Inside Design....... 75 F SummerRange ............... 37 F CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 Project Title.......... BRENT ADDITION Date..04/18/11 10:53:30 MICROPAS8 v8.1 File-BRENTBILL_ ADDITION Wth-CTZ11S08 User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case DUCT SYSTEMS Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R -value Leakage Area Ducts HOUSE Furnace Attic R-6 Yes No No ACSplit Attic R-6 Yes No No FAN SYSTEMS Flow Power System Type (cfm) (W/cfm) HOUSE Standard 39.3 .25 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Radiant Barrier. Mechanical Fan System is not required to be installed for additions under 1000 square feet as noted in Exception 5 to Section 152(b). HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** *** must be reported on the CF -4R installation certificate. *** This building incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -4R. If the measured CFM is above the target, then corrective action must be taken to reduce the duct leakage and then must be retested. Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, then HERS verification is not necessary. CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 Project Title.......... BRENT ADDITION Date..04/18/11'10:53:30 MICROPAS8 v8.1 File-BRENT_ BILL ADDITION Wth-CTZ11S08 User#-MP2330 User -Gregory A. _ Peitz Architec Run -Base Case REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. DESIGNER or OWNER Name.... GREGORY A. PEITZ Company. GREGORY PEITZ ARCHITECT Address. 383 RIO LINDO.AVE CHICO, CA 95926 Phone... (530) 4-5719 License. C21283 Signed.. 4 ( ts( (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Gregory A. Peitz Company. Gregory A. Peitz Architect Address. 383 Rio Lindo Ave. Chico, CA 9592 Phone... 530-894-5719 / Signed.. l( (dlite) MANDATORY MEASURES SUMMARY: RESIDENTIAL MF -1R Page 1 Project Title.......... BRENT ADDITION Date..04/18/11 10:53:30 Project Address........ ****** Building Permit # Plan Check / Date Field Check/ Date i Documentation Author... Climate Zone........... Compliance Method...... CHICO, CA *v8.1* Gregory A. Peitz ****** Gregory A. Peitz Architect 383 Rio Lindo Ave. Chico, CA 95926 530-894-5719 11 MICROPAS8 v8.1 for 2008 CEC Standards (r03) MICROPAS8 v8.1 File-BRENT_BILL _ ADDITION Wth-CTZ11S08 User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1R, CF -IR -ADD, or CF -IR -ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents and the applicable features shall be considered.by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1R Form with plans. BUILDING ENVELOPE MEASURES: 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. 116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the requirements of 10-111(a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. 118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of 118(1) when the installation of a Cool Roof is specified on the CF -1R Form. *150(a): Minimum R-19 insulation in wood -frame ceiling or equivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *150(c): Minimum R-13 insulation in wood -frame wall or equivalent U -factor. *150(d): Minimum R-13 insulation in raised wood -frame floor or equivalent U -factor. 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF -1R Form. 150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16. 150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 perm/inch and shall be protected from physical damage and UV light deterioration. FIREPLACES, DECORATIVE GAS APPLIANCES AND GAS LOG MEASURES: 150(e)lA: Masonry or factory -built fireplaces have a closable metal or glass MANDATORY MEASURES SUMMARY: RESIDENTIAL MF -1R Page 2 Project Title.......... BRENT ADDITION Date..04/18/11 10:53:30 MICROPAS8 v8.1 File-BRENTBILL_ ADDITION Wth-CTZ11S08 User#-MP2330 User -Gregory A_Peitz Architec Run -Base Case door covering the entire opening of the firebox. 150(e)1B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. 150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES: 110-113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. 113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of 113(c)5. 115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with'an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). 150(j)lA: Storage gas water heaters rated with an'Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 150(j)1B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. 150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. 150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. 150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150(j)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. DUCTS AND FANS MEASURES: 150(m)l: All air -distribution system ducts and plenums installed, are sealed MANDATORY MEASURES SUMMARY: RESIDENTIAL MF -1R Page 3 Project Title.......... BRENT ADDITION Date..04/18/11 10:53:30 MICROPAS8 v8.1 File-BRENTBILL_ ADDITION Wth-CTZ11S08 User#-MP2330 User -Gregory A_Peitz Architec Run -Base Case I and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. 150(m)l: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150(m)7: Exhaust fan systems have back draft or automatic dampers. 150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150(m)10: Flexible ducts cannot have porous inner cores. 150(0): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. POOL AND SPA HEATING SYSTEMS AND EQUIPMENT MEASURES: 114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a pilot light. 114(b)l: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating 114(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. 114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of 150(p). MANDATORY MEASURES SUMMARY: RESIDENTIAL MF -1R Page 4 Project Title.......... BRENT ADDITION Date..04/18/11 10:53:30 MICROPAS8 v8.1 File-BRENT_BILL _ ADDITION Wth-CTZ11S08 User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case RESIDENTIAL LIGHTING MEASURES: 150(k)l: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire as specified by 150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined as specified by 130(d). 150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. 150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line -voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by 130(d), and shall not contain a medium screw -base socket. 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of 150(k). 150(k)7: All switching devices and controls shall meet the requirements of 150(k)7. 150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (FMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. 150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. 150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION l: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of 119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupant sensor. 150(k)11: Permanently installed luminaires located in rooms or areas other .than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of 119, or by a manual -on occupant sensor that complies with the applicable requirements of 119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with 150(k)11. 150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other MANDATORY MEASURES SUMMARY: RESIDENTIAL MF -1R Page 5 Project Title.......... BRENT ADDITION Date..04/18/11 10:53:30 MICROPAS8 v8.1 File-BRENTBILL_ ADDITION Wth-CTZ11S08 User#-MP2330 User -Gregory A_Peitz Architec Run -Base Case nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. 150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (FMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to 150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. 150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to 130(d). 150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. 150(k)16: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of 119. r HVAC SIZING HVAC Page 1 Project Title.......... BRENT ADDITION Date..04/18/11 10:53:30 Project Address........ ****** Documentation Author.. Climate Zone........... Compliance Method...... CHICO, CA *v8.1* Gregory A. Peitz ****** Gregory A. Peitz Architect 383 Rio Lindo Ave. Chico, CA 95926 530-894-5719 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS8 v8.1 for 2008 CEC Standards (r03) MICROPAS8 v8.1 File-BRENT_BILL _ ADDITION Wth-CTZ11S08 User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case GENERAL INFORMATION FloorArea.................. Volume ..................... Front Orientation.......... Sizing -Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 930 sf 8680 cf Front Facing 90 deg (E) CHICO EXP STA 39.7 degrees 22 F 70 F 100 F 75 F 37 F Yes. Yes Yes 0..19 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction and Solar..... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load Heating (Btu/hr) Cooling (Btu/hr) 6874 2460 3377 5046 3364 1073 n/a 2520 2223 1747 15838 12845 n/a 2559 15838 15404 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. GRE ORY A. PEITZ ARC -1TECT 383 Rio Lindo Ave., Chico, CA. 95926 (530) 894-5719 Structural Calculations for: a PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COPE, COMPLIANC DATEBY ri -5+344 T—i LIE:Copy J:\Structural\Design Data - Residential.doc a DESIGN DATA Code used: 2007 California Building Code Floor loading: Live loads: Uninhabitable attics w/o storage: l Opsf Uninhabitable attics w/ limited storage: 20psf Habitable attics and sleeping areas: 30psf All others except balconies and decks: 40psf Dead load - 10lbs/square foot Roof loading: Live loads: 201bs/SF Dead loads: Typical roof-141bs/SF Composition shingles or metal roof Wind loading: Basic 3 -second gust wind speed (mph) 85 Wind importance factor, 1 1.00 Wind exposure category B Internal pressure coefficient, GCpi +/.0.18 Seismic: Seismic importance factor, 1 1.00 Mapped spectral response acceleration; Ss 0.70 S1 0.25 Site class D Design spectral response coefficients; SDS 0.579 SD 1 0.317 Seismic design category D Basic seismic -force -resisting systems) Bearing wall system - plywood shearwalls Seismic response coefficient(s), Cs 0.089 Response modification factor(s), R 6.5 Analysis procedure; Equivalent lateral force procedure e r Revised 01-28-07 WIND LOADS 6.5.4 Basic Wind Speed, V Reference Fig 6-1 in ASCE 7-05; V'. -4Y85 ,".°: mph 6.5.4.4 Wind Directionality factor, Kd Buildings - Main Wind Force Resisting System Ka 0.85 6.5.5 Importance Factor, I (Wind loads) Non -Hurricane Prone Regions Category; ti Reference Table 1-1, ASCE 7-05 I 1.00 6.5.6 Exposure Category Exposure B 6.5.6.6 Velocity Pressure Exposure Coefficient, KZ, K,, Height, z Soft . (When used) K 0.70 Mean roof height h; 25ft Kn 0.70 s 6.5.7 Topographic Factor, K, Input factors from Figure 6-4; K, 0.00 Kz 0:00 Ka 0.00 KZ, 1.00 r 6.5.9 Enclosure Classification ' Enclosed 6.5.10 Velocity Pressure, qz, qh q. 11.01 psf ` qh 11.01 psf 6.5.11.1 Internal Pressure Coefficient, GC Pi t Pos Neg Reference figure 6-5; GCP; 0.18 ; -0.18 6.5.11.2 External pressure coefficients, GCP Roof pitch; 5:12 Use height h (eave height) 6.5.12.2.2. Low -Rise Building - Design wind pressures Based on mean roof height, h Positive pressures act toward the surface. v O o 2 - 3 - ; - 3 m 3� o 2� 2-G) - 3� v C a o o '2 v 0 0 0 0 f0 l0 C N (6 N f0 N N CU N yC_ SSC_ N rn c W C WW W S S J J J �' J `� . J Case 1 - a positive value of GCP; applied to all internal surfaces,- 0 urfaces, PO_V Z-41'; 24rW1'4a,3'a;Tvaas_4#? 0.72 1 -0.27 -0.29 -0.23 -0.27 -0.27 0.95 -0.54-L4:7::=-0.42 7.92 -2.97 -3.19 -2.53 -2.97 -2.97 1 10.45 -5.94 -5.17 1 -4.62 Design pressures; Design pressures, end zone; . Total wall pressure 10.45 psf Total wall pressure 15.08 psf Total roof pressure 0.22 psf Total roof pressure -0.77 - psf Note: Summed design loads are identical for all 3 load cases. L Case 2 - a negative value of GCP; applied to all internal surfaces, • . ''21.1-3A P* 2 4`kZ31t " �+_61UO Z`1EWi W,2& ,i 13E kO,: W4;4Ei�A 0.36 -0.63 -0.65 -0.59 -0.63 -0.63 0.59 -0.90 -0.83 -0.78 3.96 -6.93 -7.15 -6.49 -6.93 -6.93 6.49 -9.90 -9.13 - -8.58 Case 3 - external pressure only, ' x"�1:��3 �«2�'�`a �3� it:�tz`'�"4��.`� '«��r5s:��;�-��.6�{fi.`_- frb�',"�1E �"� �2E �? 3Er�r_7 t,:,•u _, • .. - _�.4Ea , 0.54 -0.45 -0.47 1 -0.41 -0.45 1 -0.45 0.77 -0.72 -0.65 -0.60 5.94 -4.95 -5.17 4.51 -4.95 1 -4.95 8.47 -7.92. -7.15 -6.60 6.5.11.4.1 Roof overhangs - Main Wind -Force Resisting System G 0.85 CP 0.80 p 7.48 psf Applied to surface 2 - } d q SEISMIC DESIGN Data from USGS tables; Zip Code State Area Latitude Longitude Zip SS Zip S, Max SS Max S, Min SS Min S1 9� 5926", CA Area 39.745 -121.845 0.60 0.23 0.61 0.23 0.60 0.23 Mapped Spectral Accelerations for short periods (0.2s) Determine S5; Sg -M070<' Figure 22-3 ASCE 7-05 CBC Figure 1613.5(3) Mapped Spectral Accelerations for a 1 -sec period Determine S1; S1=0s25,;ti~ Figure 22-3 ASCE 7-05 CBC Figure 1613.5(4) 20.1 Site Classification Reference CBC Figure 1613.5.2 D I ; Stiff soil profile Site coefficient, Fa 1.240 Table 11.4-1 ASCE 7-05 CBC Table 1613.5.3(1) Site coefficient, F„ 1.900 Table 11.4-2 ASCE 7-05 CBC Table 1613.5.3(2) 11.4.3 Site Coefficients and Adjusted Maximum Considered Earthquake (MCE) Spectral Response Acceleration Parameters SMs = Fa Ss 0.868 11.4-1 ASCE 7-05 CBC Equation 16-37 SM, = F„ Ss 0.475 11.4-2 ASCE 7-05 CBC Equation 16-38 11.4-4 Design Spectral Acceleration Parameters 2 S' _ -- SMS 0.579 11.4-3 ASCE 7-05 3 2 SDI — — SM1 0.317 11.4-4 ASCE 7-05 3 Table 11.5-1 Importance factor Occupancy category I or II . 1 1.00 11.5.1 ASCE'7-05 11.5 Occupancy Category Seismic design category based on short period response acceleration parameter D V Seismic design category based on 1-S period response acceleration parameter D 12.2 STRUCTURAL SYSTEM SELECTION Select from only one drop-down list; Light -frame walls sheathed with wood structural panels rated for shear -resistance or steel sheets I v I Bearing Wall Systems N/A . Building Frame Systems I N/A Moment Resisting Frame Systems N/A Cantilevered Column Systems Response Modification Coefficient, R 6.50 System Overstrength Factor, no 3.00 Deflection Amplification Factor, Cd 4.00 12.8 Equivalent Lateral Force Procedure V = CSW = 0.089 W 12.8-1 ASCE 7-05 12.8.1.1 Calculation of Seismic Response Coefficient SDS CS =----- -- = 0.089 12.8-2 ASCE 7-05 (R / 1) 12.8.2.1 Approximate Fundamental Period Structure type from Table 12.8-2 I All other structural systems I • h„ "1 00 feet Structure height C, 0.020 x 0.750 Ta = C, h„" = 0.175 seconds 0 M 0 0 .G .G ursuww.wnw�n .0 U-19ppomqpqm Or C 5 0 u .G n r .G W win 1 :...._ .... 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Mod. of.Elasticity: E_min = 470 ksi E_min' = 470 ksi Comp. -L to Grain: Fc -1= 625 psi Fc - -L' = 625 psi Controlling Moment: 7863 ft -Ib 7.0 ft from left support Created by combining all dead and live loads Controlling Shear: -1977 Ib At a distance d from support. Created by combining all dead and live loads Comparisons with required sections: Read Provided Section Modulus: 86.27 in3 121.23 in3 Area (Shear): 13.96 in2 63.25 in2 Moment of Inertia (deflection): 228.59 in4 697.07 in4 Moment: 7863 ft -ib 11050 ft -Ib Shear: -1977 lb 8960 lb F= A H 1 page Greg Peitz / Gregory A. Peitz, Architect 383 Rio Lindo Ave. of Chico, CA, 95926 StruCalc Vs-minn R n 1 r» n LOADING DIAGRAM 14ft ROOF LOADING Side One: Roof Live Load: LL = 19 psf Roof Dead Load: DL= 14 psf Tributary Width: TW = 4.5 It Side Two: Roof Live Load: LL = 19 psf Roof Dead Load: DL= 14 psf Tributary Width: TW = 4.5 ft Wall Load: WALL = 0 pif Non -Snow Roof Loaded Area: RLA = 126 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: L.adj = 14 ft Beam Self Weight: BSW = 13 plf Beam Uniform Live Load: wL = 171 plf Beam Uniform Dead Load: wD_adj = 150 plf Total Uniform Load: WT = 321 plf Project: BRENT Location: VALLEY BEAMS Roof Beam 12007 California Building Code(2005 NDS)] 1.75 IN x 11.875 IN x 14.1 FT (Actual 14.7 FT) Versa -Lam 2800 Fb DF - Boise Cascade Section Adequate By: 188.1 % Controlling Factor. Moment DEFLECTIONS Center Live Load 0.18 IN U964 Dead Load 0.12 in Total Load 0.30 IN U566 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 831 Ib 415 Ib Dead Load 571 Ib 308 Ib Total Load 1401 Ib 723 Ib Bearing Length 1.07 in 0.55 in Span Length 14.1 it Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 0:12 Roof Duration Factor 1.15 Beam End Elevation Difference 4.2 ft MATERIAL PROPERTIES Veru -Lam 2800 Fb DF - Boise Cascade Base Values Adjusted Bending Stress: Fb = 2800 psi Fb' = 3224 psi Cd' -1.15 CF=1.00 Shear Stress: Fv = 285 psi FV = 328 psi Cd` -1.15 Modulus of Elasticity: E = 2000 ksi E'= 2000 ksi Comp. -L to Grain: Fc -1= 750 psi Fc -1' = 750 psi Controlling Moment: 3835 ft4b Roof Dead Load: 7.05 ft from left support psf Created by combining all dead and live loads. RL = 10 Controlling Shear: 1111 Ib Tributary Width based on half span of rafters. At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 14.27 in3 41.13 in3 Area (Shear): 5.08 in2 20.78 in2 Moment of Inertia (deflection): 74.48 in4 244.21 in4 Moment: 3835 ft4b 11049 ft4b Shear. 1111 Ib 4541 Ib A H �a9a Greg Peitz / Gregory A. Peitz, Architect 383 Rio Lindo Ave. Chico, CA, 95926 StruCalc Version 8.0.102.0 12/29/2010 10:30:58 AM LOADING DIAGRAM 14.1 ft ROOF LOADING Side One: Roof Live Load: LL = 25 psf Roof Dead Load: DL= 14 psf Rafter Length (HiplValley): RL = 10 ft Tributary Width based on half span of rafters. Side Two: Roof Live Load: LL = 25 psf Roof Dead Load: DL= 14 psf Rafter Length (HiplValley): RL = 10 ft Tributary Width based on half span of rafters. Wall Load: WALL = 0 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 14.71 ft Beam Self Weight: BSW = 6 pif Beam Triangular Live Load Adjusted For Slope: TRL = 177 ptf Beam Triangular Dead Load Adjusted For Slope: TRD = 107 plf Beam Uniform Dead Load Adjusted For Slope: wD-ad' = 0 plf Project: BRENT Location: Multi -Loaded Multi -Span Beam [2007 California Building Code(2, NDS)] 5.5 IN x 11.5 IN x 10.5 FT #1 - Douglas -Fir -Larch (North) - Dry Use Section Adequate By: 205.4% Controlling Factor. Moment (DEFLECTIONS Center Live Load 0.04 IN U2937 Dead Load 0.03 in 10.5 R Total Load 0.08 IN U1650 Live Load Deflection Criteria: 0360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 831 Ib 1006 Ib Dead Load 655 Ib 778 Ib Total Load 1486 Ib 1784 Ib Bearing Length 0.43 in 0.52 in BEAM DATA Cen er Span Length 10.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 10.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 #1 - Douglas -Fir -Larch (North) Base Values Adjusted Bending Stress: Fb = 1300 psi Fb' = 1300 psi Cd --1.00 CF=1.00 Shear Stress: Fv = 170 psi FV = 170 psi Cd=1.00 Modulus of Elasticity: E = 1600 ksi E'= 1600 w Min. Mod. of Elasticity: E_min = 580 ksi E_min' = 580 ksi Comp. -L to Grain: Fc -1= 625 psi Fc -1' = 625 psi Controlling Moment: 4301 ft -Ib 5.46 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -1416 Ib At a distanced from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 39.7 in3 121.23 in3 Area (Shear): 12.5 in2 63.25 in2 Moment of Inertia (deflection): 101.39 in4 697.07 in4 Moment: 4301 ft -Ib 13133 ft4b Shear: -1416 lb 7168 Ib Greg Peitz Gregory A. Peitz, Architect 383 Rio Lindo Ave. Chico, CA, 95926 StruCalc Version 8.0.102.0 12/29/201010:40:30 AM /.f LOADING DIAGRAM 10.5 R UNIFORM LOADS Center Uniform Live Load 125 plf Uniform Dead Load 88 plf Beam Self. Weight 13 plf Total Uniform Load 226 plf TRAPEZ DAL LOADS - CEN -TER SPAN Load Number One Left Live Load 0 plf Left Dead Load 0 plf Right Live Load 100 plf Right Dead Load 70 plf Load Start 0 ft Load End 10.5 ft Load Length 10.5 ft Project: BRENT Location: FLUSH BEAM SUPPORTING RIDGE BEAMS Mufti -Loaded Mufti -Span Beam [2007 California Building Code(2005 NDS)] 5.25 IN x 11.875 IN x 17.5 FT Versa -Lam 2800 Fb DF - Boise Cascade Section Adequate By: 31.6% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.34 IN U611 Dead Load 0.32 in Total Load 0.66 IN U316 Live Load Deflection Criteria: 1./360 Total Load Deflection Criteria: L/240 REACTIONS A 9 UNIFORM LOADS Live Load 1397 Ib 1506 Ib 40 plf Dead Load 1383 Ib 1464 Ib Beam Self Weight Total Load 2779 Ib 2970 Ib 98 plf Bearing Length 0.71 in 0.75 in POINT LOADS - CENTER SPAN BEAM DATA Center Live Load 1197 Ib Span Length 17.5 It 778 Ib Unbraced Length -Top 0 It Unbraced Length -Bottom 17.5 ft Load Number Live Load Duration Factor 1.00 0 plf Notch Depth 0.00 Right Live Load 100 MATERIAL PROPERTIES Right Dead Load 70 plf Versa -Lam 2800 Fb DF - Boise Cascade 0 It Load End Base Values Adiusted Bending Stress: Fb = 2800 psi FU = 2803 psi Cd --1.00 CF=1.00 Shear Stress: Fv = 285 psi FV = 285 psi Cd=1.00 Modulus of Elasticity: E = 2000 ksi E'= 2000 ksi Comp. -L to Grain: Fc -1= 750 psi Fc - -L= 750 psi Controlling Moment: 20054 ft -Ib 8.57 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -2884 Ib At a distanced from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 85.85 in3 123.39 in3 Area (Shear): 15.18 int 62.34 in2 Moment of Inertia (deflection): 556.68 in4 732.62 in4 Moment: 20054 ft4b 28824 ft4b Shear: -2884 lb 11845 lb page Greg Peitz / Gregory A. Peitz, Architect 383 Rio Lindo Ave. or Chico, CA, 95926 StruCalc Version 8.0.102.0 12/29/201010:43:44 AM LOADING DIAGRAM 1 2 17.5 ft UNIFORM LOADS Center Uniform Live Load 40 plf Uniform Dead Load 40 plf Beam Self Weight 18 plf Total Uniform Load 98 plf POINT LOADS - CENTER SPAN -Load Number One TWO Live Load 1197 Ib 1006 Ib Dead Load 1050 Ib 778 Ib Location 8.5 ft loft TRAPEZOIDAL LOADS - CENTER SPAN Load Number One Left Live Load 0 plf Left Dead Load 0 plf Right Live Load 100 plf Right Dead Load 70 plf Load Start 0 It Load End 0 It Load Length 0 It Project: BRENT Read Location: RIDGE BEAM Section Modulus: Mufti -Loaded Mufti -Span Beam 283.5 in3 [2007 California Building Code(2005 NDS)] 36.41 int 5.25 IN x 18.0 IN x 24.5 FT Moment of Inertia (deflection): Versa -Lam 2800 Fb DF - Boise Cascade 2551.5 in4 Section Adequate By: 6.9% 54733 ft -lb Controlling Factor: Deflection Shear: DEFLECTIONS Center 22444 lb Live Load 0.62 IN U473 Total Uniform Load 378 pff Dead Load 0.52 in Total Load 1.15 IN L/257 POINT LOADS - CENTER SPAN Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Three Four Live Load 3667 Ib 4991 Ib 831 Ib 1197 Ib Dead Load 3135 Ib 4211 Ib 655 Ib 1050 Ib Total Load 6803 Ib 9202 Ib 18 It 18 ft Bearing Length 1.73 in 2.34 in BEAM DATA Center Load Number One Span Length 24.5 It Left Live Load 200 plf Unbraced Length -Top 0 ft Left Dead Load 150 plf Unbraced Length -Bottom 24.5 It Right Live Load 0 plf Live Load Duration Factor 1.25 Right Dead Load 0 plf Notch Depth 0.00 Load Start 9 It MATERIAL PROPERTIES Load End 18 ft Versa -Lam 2800 Fb DF - Boise Cascade Load Length 9 ft Base Values Adiusted Bending Stress: Fb = 28W psi FIY = 3346 psi Cd' -1.25 CF=0.96 Shear Stress: Fv = 285 psi FV = 356 psi Cd=1.25 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp. L to Grain: Fc -1= 750 psi Fc - L' = 750 psi Controlling Moment: 54733 ft -Ib 14.46 Ft from left support of span 2 (Center Span) Crated by combining all dead loads and live loads on span(s) 2 Controlling Shear: -8647 Ib At a distance d from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 196.3 in3 283.5 in3 Area (Shear): 36.41 int 94.5 in2 Moment of Inertia (deflection): 2385.84 in4 2551.5 in4 Moment: 54733 ft -lb 79045 ft -Ib Shear: -8647 lb 22444 lb page Greg Peitz Gregory A. Peitz, Architect / 383 Rio Lindo Ave. Chico, CA, 95926 StruCalc Version 8.0.102.0 12/29/201010:57:45 AM LOADING DIAGRAM t 24.5 ft UNIFORM LOADS Center Uniform Live Load 200 plf Uniform Dead Load 150 plf Beam Self Weight 28 plf Total Uniform Load 378 pff POINT LOADS - CENTER SPAN Load Number One Two Three Four Live Load 415 Ib 415 Ib 831 Ib 1197 Ib Dead Load 308 Ib 308 Ib 655 Ib 1050 Ib Location 18 ft 18 ft 18 It 18 ft TRAPEZOIDAL LOADS - CENTER SPAN Load Number One Left Live Load 200 plf Left Dead Load 150 plf Right Live Load 0 plf Right Dead Load 0 plf Load Start 9 It Load End 18 ft Load Length 9 ft Project: BRENT Location: RIDGE BEAM Mufti -Loaded Mufti -Span Beam [2007 California Building Code(2005 NDS)] 5.25 IN x 9.5 IN x 6.5 FT Versa -Lam 2800 Fb DF - Boise Cascade Section Adequate By: 128.6% Controlling Factor. Shear DEFLECTIONS Center Live Load 0.04 IN U1801 Dead Load 0.04 in Total Load 0.08 IN L/967 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 2788 Ib 1239 Ib Dead Load 405=1b-1095`lb Total Load 193 lb_jt Ib Bearin Le X1._32—in/0.59 in BEAM DATA Center Span Length 6.5 ft Unbraced Length -Top 0 ft Unbraoed Length -Bottom 6.5 ft Lire Load Duration Factor 1.25 Notch Depth 0.00 MATERIAL PROPERTIES Versa -Lam 2800 Fb DF - Boise Cascade Base Values Adjusted Bending Stress: Fb = 2800 psi Fb' = 3592 psi Cd=1.25 CF=1.03 Shear Stress: Fv = 285 psi FV = 356 psi Cd --1.25 Modulus of Elasticity: E = 2000 ksi E'= 2000 ksi Comp. l to Grain: Fc -1 = 750 psi Fc -1' = 750 psi Controlling Moment: 10322 ft -Ib 2.01 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 5181 Ib At a distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 34.48 in3 78.97 in3 Area (Shear): 21.82 In2 49.88 int Moment of Inertia (deflection): 93.13 in4 375.1 in4 Moment: 10322 ft -Ib 23638 ft4b Shear. 5181 Ib 11845 lb page Greg Peitz / Gregory A. Peitz, Architect 383 Rio Lindo Ave. Chico, CA, 95926 StruCalc Version 8.0.102.0 12/29/201011:29:18 AM LOADING DIAGRAM r t 6.S ft UNIFORM LOADS Center Uniform Live Load 0 plf Uniform Dead Load 0 plf Beam Self Weight 15 ptf Total Uniform Load 15 plf POINT LOADS - CENTER SPAN Load Number One TWO Live Load 3667 Ib 360 Ib Dead Load 3135 Ib 270 Ib Location 2 ft 2 ft �� �� `'✓� Project: Location: Uniformly Loaded Floor Beam 1 Uniformly Loaded Floor Beam [2007 California Building Code(2005 NDS)] 3.5 IN x 9.5 IN x 11.0 FT Versa -Lam 2800 Fb DF - Boise Cascade Section Adequate By: 26.5% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.29 IN U456 Side 2 Floor Live Load Dead Load 0.08 in 40 psf 40 psf Total Load 0.37 IN L/358 FDL = 10 psf Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 Floor Tributary Width REACTIONS A B 6 ft 5 ft Live Load 2420 Ib 2420 Ib WALL = 0 plf Dead Load 658 Ib 658 Ib BEAM LOADING Total Load 3078 Ib 3078 Ib Beam Total Live Load: Bearing Length 1.17 in 1.17 in 440 plf BEAM DATA Center wD = 110 plf Span Length 11 ft Beam Self Weight: BSW = Unbraced Length -Top 0 ft Total Maximum Load: Floor Duration Factor 1.00 560 plf Notch Depth 0.00 MATERIAL PROPERTIES Versa -Lam 2800 Fb DF - Boise Cascade Base Values Adjusted Bending Stress: Fb = 2800 psi Fb' = 2874 psi C&1.00 CF=1.03 Shear Stress: Fv = 285 psi Fd = 285 psi Cd=1.00 Modulus of Elasticity: E = 2000 ksi E'= 2000 ksi Comp. -L to Grain: Fc - L = 750 psi Fc - L' = 750 psi Controlling Moment: 8465 ft -Ib 5.5 It from left support Created by combining all dead and live loads. Controlling Shear: -2647 lb At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 35.35 in3 52.65 in3 Area (Shear): 13.93 in2 33.25 in2 Moment of Inertia (deflection): 197.62 in4 250.07 1n4 Moment: 8465 ft4b 12607 ft4b Shear: -2647 lb 6318 lb page Greg Peitz / Gregory A. Peitz, Architect 383 Rio Undo Ave. Chico, CA, 95926 StruCalc Version 8.0.102.0 12/27/2010 2:55:37 PM LOADING DIAGRAM lift FLOOR LOADING Side 1 Side 2 Floor Live Load FLL = 40 psf 40 psf Floor Dead Load FDL = 10 psf 10 psf Floor Tributary Width FTW = 6 ft 5 ft Wall Load WALL = 0 plf BEAM LOADING Beam Total Live Load: wL = 440 plf Beam Total Dead Load: wD = 110 plf Beam Self Weight: BSW = 10 plf Total Maximum Load: wT = 560 plf Lc - a _&A 4p . Z r - y _ BUTTE. APR- 18 2011. DEVELOPMENT :SERVICES Frr e Lc - a _&A 4p . Z r - y _ BUTTE. APR- 18 2011. DEVELOPMENT :SERVICES . a x '1 •� A-1-1 UZI '3V iQ Project Location: BRENT Mufti -Loaded Mufti -Span Beam [2007 California Building Code(2005 NDS)] 5.125 IN x 19.5 IN x 24.7 FT 24F -V4 - Visually- Graded Western Species - Dry Use Section Adequate By: 26.6% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.45 IN U655 Dead Load 0.40 in Total Load 0.85 IN 0347 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: 0240 Live Load 3076 Ib 3583 Ib Dead Load Ib 3124 Ib Total Load 20 6706 Ib Bearing Length n 2.01 in Span Length ,% 24.7 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 24.7 ft Live Load Duration Factor 1.00 Camber Adj./Factor 1 Camber Required 0.4 Notch Depth 0.00 24F -V4 - Visually Graded Western Species 1.5G7 T P /q r Greg Peitz Gregory A. Peitz, Architect 383 Rio Lindo Ave. Chico, CA, 95926 StruCalc Version 8.0.104.0 LOADING DIAGRAM 24.7 ft UNIFORM LOADS Center Uniform Live Load 170 plf Uniform Dead Load 130 plf Beam Self Weight 22 plf Total Uniform Load 322 pff POINT LOADS - CENTER SPAN Load Number One Live Load 1501 Ib Dead Load 1436 Ib Location 13 ft TRAPEZOIDAL LOADS - CENTER SPAN Load Number One Left Live Load 70 plf Left Dead Load 50 plf Right Live Load 70 plf Right Dead Load 50 plf Load Start 11 It Load End 24.7 ft Load Length 13.7 ft 4/19/9n11 A -S -Mtn AM n --- - o x;srt. Base Values Adjusted Bending Stress: Fb = 2400 psi Con&oAed by: Fb cmpr = 1850 psi Fb' = 2249 psi Cd=1.00 Cv=0.94 Shear Stress: Fv = 265 psi Fd = 265 psi Cd=1.00 Modulus of Elasticity:` E = 1600 ksi E'= 1800 ksi Min. Mod. of Elasticity: \ E_min= 930 ksi E_min' = 930 ksi Comp. -L to Grain: , Fc -1= 650 psi Fc -1 = 650 psi Controlling Moment: \\ 48094 ft -Ib 13.09 Ft from left support of span 2 (Center Span) Created by combining all dead,\Ioads and live loads on span(s) 2 Controlling Shear. -6052 Ib At a distance d from right support of span 2 (Center Span) Created by combining all dead loAds and live loads on span(s) 2 Comparisons with required sectiins: Read Provided Section Modulus: 256.56 in3 324.8 in3 Area (Shear): �, 34.26 in2 99.94 in2 Moment of Inertia (deflection): 2190.99 in4 3166.77 in4 Moment: l 48094 ft -lb 60885 ft -Ib Shear: { -6052 lb 17656 lb 1.5G7 T P /q r Greg Peitz Gregory A. Peitz, Architect 383 Rio Lindo Ave. Chico, CA, 95926 StruCalc Version 8.0.104.0 LOADING DIAGRAM 24.7 ft UNIFORM LOADS Center Uniform Live Load 170 plf Uniform Dead Load 130 plf Beam Self Weight 22 plf Total Uniform Load 322 pff POINT LOADS - CENTER SPAN Load Number One Live Load 1501 Ib Dead Load 1436 Ib Location 13 ft TRAPEZOIDAL LOADS - CENTER SPAN Load Number One Left Live Load 70 plf Left Dead Load 50 plf Right Live Load 70 plf Right Dead Load 50 plf Load Start 11 It Load End 24.7 ft Load Length 13.7 ft 4/19/9n11 A -S -Mtn AM n --- - o x;srt. Project: Location: BRENT Mufti -Loaded Multi -Span Beam [2007 California Building Code(2005 NDS)] 5.125 IN x 16.5 IN x 17.5 FT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 24.6% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.26 IN U807 Dead Load 0.24 in Total Load 0.50 IN 0421 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 2274 Ib 2506 Ib Dead Load 2147 Ib 2348 Ib Total Load 4421 Ib 4854 Ib Bearing Length 1.33 in 1.46 in BEAM DATA Center Span Length 17.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 17.5 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 Camber Required 0.24 Notch Depth 0.00 MATERIAL PROPERTIES 24F -V4 - Visually Graded Western Species 2 Base Values Adjusted Bending Stress: Fb = 2400 psi Controlled by. Fb cmpr = 1850 psi FU = 2368 psi. Cd=1.00 Cv=0.99 Shear Stress: Fv = 265 psi Fv = 265 psi Cd=1.00 0 plf Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Min. Mod. of Elasticity: E_min = 930 ksi E_min' = 930 ksi Comp. -L to Grain: Fc -1= 650 psi Fc -1' = 650 psi Controlling Moment: 36830 ft -lb 9.8 Ft from left support of span 2 (Center Span) Load Number One Created by combining, all dead loads and live loads on span(s) 2 Controlling Shear. -4831 Ib Dead Load 1050 Ib At a distanced from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Redd Provided Section Modulus: 186.67 in3 232.55 in3 Area (Shear): 27.35 in2 84.56 In2 Moment of Inertia (deflection): 1093.9 in4 1918.51 in4 Moment: 36830 ft -Ib 45881 ft4b Shear: -4831 Ib 14939 lb \ page Greg Peitz - Gregory A. Peitz, Architect 383 Rio Lindo Ave. oe Chico, CA, 95926 _ r. StruCalc Version 8.0.104.0 4/12%2011 9:0, :59 AM LOADING DIAGRAM 2 17.5 ft UNIFORM LOADS Center Uniform Live Load 0 plf Uniform Dead Load 0 plf Beam Self Weight 18 plf Total Uniform Load 18 plf POINT LOADS - CENTER SPAN Load Number One Two Live Load 1197 Ib 3583 Ib Dead Load 1050 Ib 3124 Ib Location 7.3 ft 9.8 ft Project: Location: BRENT Multi -Loaded Mufti -Span Beam [2007 California Building Code(2005 NDS)] 5.125 IN x 12.0 IN x 18.3 FT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 44.6% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.31 IN U708 Dead Load 0.32 in Total Load 0.63 IN L/347 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A_ B Live Load 1609 Ib 1501 Ib Dead Load 1704 Ib 1436 Ib Total Load 3313 Ib 2937 Ib Bearing Length 0.99 in 0.88 in REAM DATA Center Span Length 18.3 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 18.3 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 Camber Required 0.32 Notch Depth 0.00 MATERIAL PROPERTIES / 24F -V4 -Visually Graded Western Species 1 Base Values Adjusted Bending Stress: Fb = 2400 psi Conbo9ed by. Fb_cmpr = 1850 psi Fb' = 2400 psi Cd=1.00 Shear Stress: Fv = 265 psi FV = 265 psi Cd=1.00 Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Min. Mod. of Elasticity: E_min = 930 ksi E_min' = 930 ksi Comp. -L to Grain: Fc - -L = 650 psi Fc - -L= 650 psi Controlling Moment: 13955 ft4b 8.42 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 2953 Ib At a distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 69.77 in3 123 in3 Area (Shear): 16.72 in2 61.5 in2 Moment of Inertia (deflection): 510.3 in4 738 in4 Moment: 13955 ft4b 24600 ft -Ib Shear: 2953 lb 10865 lb Greg Peitz Gregory A. Peitz, Architect 383 Rio Lindo Ave. Chico, CA, 95926 StruCalc Version 8.0:104.0 5 of 4/12/2011 8:38:13 AM LOADING DIAGRAM / 1 18.3 It UNIFORM LOADS Center Uniform Live Load 0 plf Uniform Dead Load 0 plf Beam Self Weight 13 plf Total Uniform Load 13 plf POINT LOADS - CENTER SPAN Load Number One Live Load 830 Ib Dead Load 616 Ib Location 16 ft TRAPEZOIDAL LOADS - CENTER SPAN Load Number One Two Left Live Load 190 plf 190 plf Left Dead Load 190 plf 190 plf Right Live Load 190 plf 0 plf Right Dead Load 190 plf 0 plf Load Start 0 ft 8 ft Load End 8 ft 16 ft Load Length 8 It 8 ft • Project: Location: BRENT Mufti -Loaded Mufti -Span Beam [2007 California Building Code(2005 NDS)] 5.125 IN x 10.5 IN x 6.5 FT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 55.2% Controlling Factor: Moment 11DEFILIECTIONS Center Live Load 0.04 IN U1744 Dead Load 0.04 in Total Load 0.08 IN U939 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A_ B Live Load 2014 Ib 2014 Ib Dead Load 1740 Ib 1740 Ib Total Load 3754 Ib 3754 Ib Bearing Length 1.13 in 1.13 in BEAM DATA Center Span Length 6.5 ft Unbraced Length -Top 0 it Unbraced Length -Bottom 6.5 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 Camber Required 0.04 Notch Depth 0.00 MATERIAL PROPERTIES 24F -V4 - Visually Graded Western Species t Base Values Adjusted Bending Stress: Fb = 2400 psi Contro6ed by: Fb cmpr = 1850 psi Fb' = 2400 psi C&1.00 0 plf Shear Stress: Fv = 265 psi FV = 265 psi Cd=1.00 12 plf Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Min. Mod. of Elasticity: E_min = 930 ksi E_min' = 930 ksi Comp. -L to Grain: Fc -.L = 650 psi Fc -1' = 650 psi Controlling Moment: 12139 ft4b Live Load 3667 Ib 3.25 Ft from left support of span 2 (Center Span) Dead Load 3135 Ib Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -3744 Ib At a distance d from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Beg'd Provided Section Modulus: 60.69 in3 94.17 in3 Area (Shear): 21.19 in2 53.81 in2 Moment of Inertia (deflection): 126.39 in4 494.4 in4 Moment: 12139 ft -Ib 18834 ft -Ib Shear: -3744 lb 9507 lb r� Greg Peitz Gregory A. Peitz, Architect 383 Rio Lindo Ave. -_ - of Chico, CA, 95926 StruCalc Version 8.0.104.0 in -az -m am LOADING DIAGRAM t 6.5 ft UNIFORM LOADS Center Uniform Live Load 0 plf Uniform Dead Load 0 pif Beam Self Weight 12 plf Total Uniform Load 12 plf POINT LOADS - CENTER SPAN Load Number One Two Live Load 3667 Ib 360 Ib Dead Load 3135 Ib 270 Ib Location 3.25 ft 3.25 ft Project Location: BRENT Mufti -Loaded Mufti -Span Beam [2007 California Building Code(2005 NDS)] 5.125 IN x 19.5 IN x 24.7 FT 24F -V4 -Visually Graded Western Species - Dry Use Section Adequate By: 26.6% Controlling Factor: Moment Span Length DEFLECTIONS Center /1 Unbraced Len�h-Top Live Load 0.45 IN U655 Unbraced Len h -Bottom Dead Load 0.40 in Live Load Duration Factor Total Load 0.85 IN L/347 CamberAdj/Factor Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 Camber Required REACTIONS A B Notch Death Live Load 3076 Ib 3583 Ib Min. Mod. of Elasticity:• E_min = 930 ksi Dead LoadIb 3124 Ib Comp. L to Grain: �� Fc -1= 650 psi Total Load 20 6706 Ib \�, Bearing Len h n 2.01 in Span Length 24.7 ft /1 Unbraced Len�h-Top 0 ft Unbraced Len h -Bottom 24.7 ft Live Load Duration Factor 1.00 CamberAdj/Factor 1 Camber Required 0.4 Notch Death 0.00 24F -V4 - Visually Graded Western Species j Base Values Adjusted Bending Wess: Fb = 2400 psi ConboAed by: }` Fb cmpr = 1850 psi Fb' = 2249 psi Cd=1.00 Cv--0.94 Shear Stress: �, Fv = 265 psi FV = 265 psi Cd=1.00 Modulus of Elasticity:\ E = 18W ksi E'= 1800 ksi Min. Mod. of Elasticity:• E_min = 930 ksi E_min' = 930 ksi Comp. L to Grain: �� Fc -1= 650 psi Fc -1 = 650 psi \�, 22 plf Controlling Moment: 48094 ft -Ib 322 plf 13.09 Ft from left support of span 2 (Center Span) Created by combining all dead\loads and live loads on span(s) 2 Controlling Shear. -6052 Ib At a distance d from right support of span 2 (Center Span) Created by combining all dead toads and live loads on span(s) 2 Comparisons with required recti 'ns: Read Provided Section Modulus: 256.56 in3 324.8 in3 Area (Shear): E 34.26 in2 99.94 in2 Moment of Inertia (deflection): ` 2190.99 in4 3166.77 in4 Moment: 48094 ft4b 60885 ft -Ib Shear: -6052 lb 17656 Ib i 1 t J_ i 3r.o�1 Greg Peitz Gregory A. Peitz, Architect 383 Rio Lindo Ave. Chico, CA, 95926 StruCalc Version S n 1 U n z,"!iw)n11 A- qn AM LOADING DIAGRAM 24.7 ft UNIFORM LOADS Center Uniform Live Load 170 plf Uniform Dead Load 130 plf Beam Self Weight 22 plf Total Uniform Load 322 plf POINT LOADS - CENTER SPAN Load Number One Live Load 1501 Ib Dead Load 1436 Ib Location 13 ft TRAPEZOIDAL LOADS - CENTER SPAN Load Number One Left Live Load 70 plf Left Dead Load 50 plf Right Live Load 70 plf Right Dead Load 50 plf Load Start 11 ft Load End 24.7 ft Load Length 13.7 ft Project: Location: BRENT Mufti -Loaded Multi -Span Beam [2007 California Building Code(2005 NDS)] 5.125 IN x 16.5 IN x 17.5 FT 24F -V4 -Visually Graded Western Species - Dry Use Section Adequate By: 24.6% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.26 IN U807 Dead Load 0.24 in Total Load 0.50 IN U421 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 2274 Ib 2506 Ib Dead Load 2147 Ib 2348 Ib Total Load 4421 Ib 4854 Ib Bearing Length 1.33 in 1.46 in BEAM DATA Center Span Length 17.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 17.5 It Live Load Duration Factor 1.00 Camber Adj. Factor 1 Camber Required 0.24 Notch De th 0.00 MATERIAL PROPERTIES 24F -V4 -Visually Graded Western Species 2 Base Values Adjusted Bending Stress: Fb = 2400 psi Conbolled by: Fb cmpr = 1850 psi Fb' = 2368 psi C&1.00 Cv--0.99 Shear Stress: Fv = 265 psi Fv' = 265 psi Cd --1.00 0 plf Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Min. Mod. of Elasticity: E_min = 930 ksi E_min' = 930 ksi Comp. -L to Grain: Fc -1= 650 psi Fc - -L= 650 psi Controlling Moment: 36630 ft4b 9.8 Ft from left support of span 2 (Center Span) Load Number One Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -4831 Ib Dead Load 1050 Ib At a distance d from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Redd Provided Section Modulus: 186.67 in3 232.55 in3 Area (Shear): 27.35 in2 84.56 In2 Moment of Inertia (deflection): 1093.9 in4 1918.51 in4 Moment: 36830 ft -Ib 45881 ft4b Shear: -4831 Ib 14939 Ib Greg Peitz Gregory A. Peitz, Architect 383 Rio Lindo Ave. ae Chico, CA, 95926 StruCalc Version 8.0.104.0 4/12%2011 9: :59 AM LOADING DIAGRAM 2 t 17.5 ft UNIFORM LOADS Center Uniform Live Load 0 plf Uniform Dead Load 0 ptf Beam Self Weight 18 plf Total Uniform Load 18 plf POINT LOADS - CENTER SPAN Load Number One TWO Live Load 1197 Ib 3583 Ib Dead Load 1050 Ib 3124 Ib Location 7.3 ft 9.8 It Project: Location: BRENT Mufti -Loaded Mufti -Span Beam [2007 California Building Code(2005 NDS)] 5.125 IN x 12.0 IN x 18.3 FT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 44.6% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.31 IN L/708 Dead Load 0.32 in Total Load 0.63 IN L/347 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 1609 Ib 1501 Ib Dead Load 1704 Ib 1436 Ib Total Load 3313 Ib 2937 Ib Bearing Length 0.99 in 0.88 in BEAM DATA Cen er Span Length 18.3 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 18.3 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 Camber Required 0.32 Notch Depth 0.00 MATERIAL PROPERTIES / 24F -V4 -Visually Graded Western Species Base Values Adjusted Bending Stress: Fb = 2400 psi Con&Wed by: Fb cmpr = 1850 psi Fb' = 2400 psi Cd=9.00 Beam Self Weight 13 plf Shear Stress: Fv = 265 psi Fv = 265 psi Cd=1.00 POINT LOADS - CENTER SPAN Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Min. Mod. of Elasticity: E_min = 930 ksi E_min' = 930 ksi Comp. -L to Grain: Fc - -L = 650 psi Fc -1 = 650 psi Controlling Moment: 13955 ft -Ib TRAPEZOIDAL LOADS - CENTER SPAN 8.42 Ft from left support of span 2 (Center Span) TWO Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 2953 Ib Right Live Load 190 plf 0 plf At a distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 69.77 in3 123 in3 Area (Shear): 16.72 in2 61.5 in2 Moment of Inertia (deflection): 510.3 in4 738 in4 Moment: 13955 ft4b 24600 ft -Ib Shear. 2953 lb 10865 lb Greg Peitz Gregory A. Peitz, Architect 383 Rio Lindo Ave. Chico, CA, 95926 StruCalc Version 8.0.104.0 X4/12/2011 838:13 AM of LOADING DIAGRAM / t 18.3 It UNIFORM LOADS Center Uniform Live Load 0 pH Uniform Dead Load 0 plf Beam Self Weight 13 plf Total Uniform Load 13 plf POINT LOADS - CENTER SPAN Load Number One Live Load 830 Ib Dead Load 616 Ib Location 16 ft TRAPEZOIDAL LOADS - CENTER SPAN Load Number One TWO Left Live Load 190 plf 190 plf Left Dead Load 190 plf 190 plf Right Live Load 190 plf 0 plf Right Dead Load 190 plf 0 plf Load Start 0 ft 8 ft Load End 8 ft 16 It Load Length 8 ft 8 ft Project: Location: BRENT Mufti -Loaded Multi -Span Beam [2007 California Building Code(2005 NDS)] 5.125 IN x 10.5 IN x 6.5 FT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 55.2% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.04 IN U1744 Dead Load 0.04 in Total Load 0.08 IN U939 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 2014 Ib 2014 Ib Dead Load 1740 Ib 1740 Ib Total Load 3754 Ib 3754 Ib Bearing Length 1.13 in 1.13 in BEAM DATA Center Span Length 6.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 6.5 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 Camber Required 0.04 Notch Depth 0.00 MATERIAL PROPERTIES 24F -V4 - Visually Graded Western Species Base Values Ad_ u� Bending Stress: Fb = 2400 psi Contro9ed by: Fb cmpr = 1850 psi Fb' = 2400 psi Cd' -1.00 0 pif Beam Self Weight Shear Stress: Fv = 265 psi FV = 265 psi Cd=1.00 POINT LOADS - CENTER SPAN Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Min. Mod. of Elasticity: E_min = 930 ksi E_min' = 930 ksi Comp. -L to Grain: Fc -1= 650 psi Fc - -L= 650 psi -. Controlling Moment: 12139 ft4b 3.25 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -3744 lb At a distance d from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 60.69 in3 94.17 in3 Area (Shear): 21.19 in2 53.81 in2 Moment of Inertia (deflection): 126.39 in4 494.4 in4 Moment: 12139 ft -Ib 18834 ft -Ib Shear: -3744 lb 9507 Ib Greg Peitz Gregory A. Peitz, Architect 383 Rio Lindo Ave. Chico. CA. 95926 StruCalc Version 8.0.104.0 4/12/2011 10:47:07 AM LOADING DIAGRAM t 6.8 ft UNIFORM LOADS Center Uniform Live Load 0 plf Uniform Dead Load 0 pif Beam Self Weight 12 plf Total Uniform Load 12 plf POINT LOADS - CENTER SPAN Load Number One Two Live Load 3667 Ib 360 Ib Dead Load 3135 Ib 270 Ib Location 3.25 ft 3.25 ft FM COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION •r' "° 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 ERM IT NO. (Rev. 12/96) APPLICATION AND -PERMIT Ass EII61 1o _t B64S ZONING r'1 -R BUILDING PERMIT OWNET4 ��� DD�� W 1 1 .1 . 1711idY 1 TELEPHONE'S 893-3� 9 SO. FT, OCC. BUILDING VALUATION 3 44 U 6,192.00 INETno Iffell1toWnRd., Chico, CA 95928 440 CARPORT 5,720.00 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 11 2-00 ARCHITECT OR ENGINEER Roberts CO11SU1tl v r n LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 139-00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS 3060 3hoge t Plan Checking Fee $ BUILDING ADDRESS 13363 Helltown Energy Plan Checking Fee $ $ PERMIT FEE _90-79 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome P Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑X Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GARAGVCAMRT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS G W Q20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 OLESS '.*.A Main Service 20O0AORORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law)or the following reason: sl I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO +000A 46.00 NEW CONST. ( DV=NG OCCUR S. ORNEW o"� 3.5Qso 12.05 MULTIC-OL NON-RESID. 97.50 POWER APPARATUS 8 SINGLE OUTLET CSI R. EX. OCCU OUTLET OR FIXTURES .00 aAL @ I.50 Ex. Occup. ouTLEtoisA R61D°Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 55.05 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 9/1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort with co ly with those provision r X r fJ Dete � '�° — 0j wner ❑ Contractor ❑ Agent Signature of Applicanyies An OSHA permit is requd or excavations over 5'0" deep and demolition or construction of structures over 3 sto in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI= S Mobile Home Installation Fee $ Energy Inspection Fee $ ocr0 cop>¢ TYPE TAL FEE $ 297.80 1VD. HOZV FE IMP I FLOOD I CDF PARCELHD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have bee 'd. n By Da e V PERMIT EXPIRES ON YO2— Defe Receipt No. 297.80 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT / i �v COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION r 7. County Center Drive a Oroviller California 95965 a Telephone (530) 538.754 P No. cRe�►.12Aa� APPLICATION AND PERMIT F,� 'a'0"'�'"`�"""'°BUILDING PERMIT M"s" SO. FT. OCC. BUILDING VALUATION --- -- - iY//J uoears UNLOO Aoonas Fireplace Total Valuation = Mcrenroa �i uw+uNo Firma Fee 5 20.00 ,#jCM 7 on ZMOr ='2 LALM rDarcsa /A Permit Fee i ed Plan Checking Fee t577 SONO _ Energy Plan Checking Fee t -- _ PERMIT FEE E Lorca eusavrarswue PARCEL � PLUMBING PERMIT Filing Fee 20.00 SF ❑ Duplex O USEOFSTRUCTURE Moblehome O Other (A IZA eirS C' 10e- 2!� �rarr Each Trap 7 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater nt 15.00 Now m/, C criition Describe Work: TYPE OF WORK O Remodel Umes O Instals OrrDow `` O 3'(6�1KGf T TD �0� 7 Gas piping tem - 5 outlet 15.00 Building 15.00 Mobs me ISIGIWI @20.00 PERMIT FEE S ELECTRICAL PERMIT File Fee ;'.0.00 Main Service ( 23.00 , GO Main Service 20" ro 100" 46.001 M AoOW. °"A AA=- eULM �t °' )I 3.5drarl gr 12JJAI *PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED S& .!R6 *RECEIPT NUMBER 3�/ 5g * TO 6E PUT INTO COMPUTER ounm oa rsmAEs L:;n Temporary Service 1 1 23.00 Mobile Home Facilities 1 1 20.00 I PERMIT FEE I S 'i 4:� -�© 1 MECHANICAL PERMIT Filing Fee 20.00 L Hood /( 1 6.501 1 Moble Home Installation Fee Is Energy Insaectlon Fee IS This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Cf.nJ / .. Plot P 4 P Attech�d Floor Plan Attac d S4nt to B.D. / TO: Building Department FROM: - Environmental Health SUBJECT:, Sanitation Clearance ln/ � 133 G 3 Rd Oil -350-04-S Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well �C 7 Clearance for--dnre+l+ng. Hold final for: Final clearance O.K. for: NOTE: //3 0/b i Environmental Health Specialist Date 8/96 ,_����%'�i'9:fir'.=�"r'=•,;'t��'�•�.�'rar,'h� � 7�r..;,����d�,.t..M�C,,.d�i.'f�-'�d%"'�.si•.+id:.h+.w+i�,>:-r--':.. COUNTY OF°BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION I N.rte. 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: &U^, ASSESSOR PARC NUMBER: ®ll - 3 5-oA/ 5 Proposed Building Use: QaAnal 0C Building Inspector: Date: / Q k n / At time of permit appG ation, &Wadvisgd the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All items have been submitted.------------------------------------------------------------------------------------- ------- plans' 3/4 sets, signed by the preparer of plans. ---------- - - lete plans, 3/4 sets, signed by the preparer of plans. ------ 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- i. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- El10. Fees of $ ------------------------------------------------------------------------------------- ❑ 1 1 rlmpact fees as shown on the attached schedule. ---------- --------------------- ---------------------------- 2. California Department of Forestry plan approv fees. - - -�_ —j ------ ---- Ell 3. ---❑13. Flood elevation certificate. --------------- ------- ------------------- ----------------------------------------------- . Sanitation and plot plan approval C_ Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ------------------------------------ ❑ 16. Plot plan and business license approval from the City of Biggs. 1117. Planning approval for (A) Use (B) Parking: 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 1119. Encroachment Permit for driveway (construction approval prior to occupancy). -- 1120. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number.----------------------�------------------------------------ 023. Owner -Builder Verification (Given to owner Mailed to owner EI).). �-=`�--------------------------- 024. Letter of signature authorization.-------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ---------------------------------- 026. Letter of intent on building use. ------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ------------------------------------------------------------ ❑ 28. Existing violations and/or expired permits. ------------------------------------------------------ E]') 0 ❑433 A ❑Gr t Deed ❑ M H T' 1 ❑ _ (Date) an it e, Check to H.C.D $ .--------------- 030. -------------- ❑30. Other:------- Wh ou issue th pemut, process as fo Vopws ❑ Mail to owner, CMail to contractor. Telephone � /� an�Yhold for pickup at 07107 3 0� / office. ❑ Deliver with inspector. ,S -1C-7 : rz�vjftv✓ 3/2-9/6/ p jp1hicant- O Date: / & *12Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Dept, ❑ Air Pollu ion Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contract esign wrier, was advised of the above required data by hone, ❑ mail, ❑ Building Division counter, byt.A Date: O/ Contractor -, e -signer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: _ Date: zl�i Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. OWNER -BUILDER ,VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the dor labor and materials for construction of the proposed property ient : YES ... NO D 2. I HAVE eEEAIVE NOT 0 signed an application for a building permit for the proposed work. 3. I have contracted with the following person. (firm) to.pravic4e. the proposed construction: , NAME: ADDRESS: CITY:. . PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired.the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY-, PHONE: CONTRACTOR'S LICENSE NO. t 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: IXTROPERTYOWNER: All SOCIAL SECURITY NUMBER: X DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 198.32 of the California !Health and Safety Code. This verification must be completed and returned to our office before we are permitted to Issue the permit. OVER OWNER BUILDER INFORMATION � Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license fmm the city or county. They are also required by law to put their license number on all permits for which they apply. If your pled to dtj+ctir own work, with the exception of various trades that you plan to sulicontraci;yob should be aware of the following information for your benefit and protection: ' ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (inchrding materials and other costs) is $300 or more for the entire . project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Adinkistra'tion). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, �i�� Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the Cal jornia Health and SafetyCoda OVER APPLICANT: OWNER: •. PERMIT: A. P. #: WORK DESCRIPTION: DATE pESCRIPTION OF STEP PRC—ECT PROCESSING RF -CORD .0 oG� P. T. iz — f4w 4, �r�v � Vl� f }gin- sites ►�n0V1- � 8' G'��VING C�C r t- sw I ?5,6N A3 -Rae 0 .�O{2 6An,4-e � M,,6eVC WAtt LW6 Z . U NE3 Cep �c��iI,b nes � V-e� l SevJ •L I STRUCTURAL CALCULATIONS RCE job #2000-080 for Bill and Elizabeth Brent - Brent Garage 13363 Helltown Road Chico, CA Calculation Index: Page # Gravity Loads Lateral Analysis Beam Analysis Foundation Analysis G1 L1 — L5 Bl — B2 F1 Revision Summary: Rev. 0 Initial Issue Rev. 1 Added beam design for garage door header. These Calculations have been prepared for Bill and Elizabeth Brent ©l_,0165✓ for the above -indicated property. The results of the calculations have 1110TTp C"J-f been incorporated on said plans. i ILDING' DEPARTMEN i ADPPOVFD 0/0,9/0/P--/ . ROBERTS CONSULTING ENGINEERING 3060 Thorntree Suite10 Chico, CA 95973 (530) 894-8833 E-mail: cj@r-c-e.com 8; Website: http://www.r-c-e.com v P5 Gravity Loads: 8/10/00 - Lateral Analysis - Brent Garage - R.C.E. job 2000-080 Roof Dead Load 5/8" CDX Ply. 1.9 psf Slope = 2X 10 Rafters @ 24" o.c. 1.9 psf 5 Tile Roof 12.0 psf to Misc. 1.7 psf 12 Roof Live Load IlConstruction 16.0 psf Wall Dead Load Stucco 10.0 psf (exterior) 3/8 Ply. 1.8 psf 2x4 Framing @ 16" o.c. 1.1 psf Misc. 1.1 psf Total 14.0 psf Total (sloped) 17.5 psf Total (horiz) 19.0 psf Total (axial) 6.7psf Roof Live Load IlConstruction 16.0 psf Wall Dead Load Stucco 10.0 psf (exterior) 3/8 Ply. 1.8 psf 2x4 Framing @ 16" o.c. 1.1 psf Misc. 1.1 psf Total 14.0 psf X0001 08 o I P9 L S -v A 13 of x Q Ax)0 " �� -0 W"MM t 8/10/00 - Lateral Analysis - Brent Garage - R.C.E. 2000-080 D 1 n I ) L UBC Wind Loads -- Method 1 Wind Speed: 75 mph Exposure: C p= Ce•Cq•gs•I where; Ce = 1.06 @ 0 to 15' IWW OLW IWR OW OLR OPR Ce = 1.13 @ 15 to 20' p= p= p= p= p= p= psf to Ce = Ce = Ce = Ce = Cq = Cq = 1.19 @ 20 to 25' 1.23 @ 25 to 30' 1.31 @ 30 to 40' 1.43 @ 40 to 60' 0.8 (IWW) Inward @ Windward Wall 0.5 (OLW) Outward @ Leeward Wall psf - @ 15 to psf to ps to psf to psf - @ 40 to Cq = 0.3 (IWR) Inward @ Windward Roof Cq = 0.9 (OWR) Outward @ Windward Roof Cq = 0.7 (OLR) Outward @ Leeward Roof Cq = 0.7 (OPR) Outward @ Parallel To Ridge qs = 14.4 psf I = 1 Importance Factor Roof Slope = 4 Rise to 12 Horiz. Wind Loading @ Roof Tributary Normal Resultant Horizontal @ Wall Lines Area Pressure Force 3.50 feet @ 12.2 psf = 43 lbs. (IWW) @ 0 to 15' Mean Roof Height = 1 1.5 feet 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @ 15 to 20' Uplift Pressure = 10.7 psf 3.50 feet @ 7.6 psf = 27 lbs. (OLW) @ 0 to 15' 7.00 feet @ 4.6 psf = 32 lbs. (IWR) @ 0 to 15' 7.00 feet @ 10.7 psf = 75 lbs. (OLR) @ 0 to 15' n I 1 716 n - 1noriz. 8/10/00 - Lateral Analysis - Brent Garage - R.C.E. Job 2000-080 ,,L3 1997 UBC Seismic Loads - Static Force Procedure where; V = (Cv*I)/(R*T) *W = 0.678 *W (Eqn 30-4 Z = 0.3 Zone 3 V = (2.5*Ca*I)/R *W = 0.164 *W (Eqn 30-5 1 = 1.00 Importance Factor V = 0.1 1 *Ca*I *W = 0.059 *W (Eqn 30-6 hn = 14 feet R = 5.5 Plywood Shear Walls p= 0.164 *W (Eqn 30-5) governs Soil Profile Type SD Seismic Source Type A Closest Distance Seismic Source n/a km Ct = 0.02 All other Buildings Foot print area, AB = 745 ft2 T = 0.145 (Method A) Ca = 0.36 Table 16-Q Cv = 0.54 Table 16-R Na = 1.00 Table 16-S Nv = 1.00 Table 16-T W = Building Weight Use 0% of Snow Load in the Seismic design. Seismic Roof Loading Tributary Weights = 37.00 feet of Roof @ 19.00 psf Lines A to B 9.00 feet of Ext. Wall @ 14.00 psf 0.00 feet of Int. Wall @ 10.00 psf V 136 p - horiz. ULI p - noriz. Seismic Roof Loading Tributary Weights = 25.00 feet of Roof @ 19.00 psf Lines 1 to 2 0.00 feet of Ext. Wall @ 14.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = p - horiz. ULI 56 p - horiz. Seismic Roof Loading Tributary Weights = 25.00 feet of Roof @ 19.00 psf Lines 2 to 3 9.00 feet of Ext. Wall @ 14.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = 98 Of - horiz. ULT 70 plf - horiz. W/S T/ 1.4) 8/10/00 - Lateral Analysis - Brent Garage - R.C.E. job 2000.080 P 9 L I -I Lateral Load Summary 1st Level Loadings Wall Line ID Tributary Length (ft.) Unit Loads Seismic Wind (p.Lf.) (p.l.f.) Wall Loads Seismic Wind I(kips) (kips) Controlling Load Case A 11 97 176 1.07 1.94 Wind Controls B 11 97 176 1.07 1.94 Wind Controls 1 10 56 176 0.56 1.76 Wind Controls 2 -South Side 10 56 176 0.56 1.76 Wind Controls 2 -North Side 7 70 176 0.49 .1.23 Wind Controls 3 7 70 176. 0.49 1.23 Wind Controls 2/8/2001 - Lateral Analysis - Brent Garage - R.C.E. job 2000-080 0.4 • 9.00 I s[ Level (UBC ection 1 30. ) PHOZ w x 81 . Ist East-West Direction: Seismic Story Shear 2.13 kips Level 1.76 9.00 4.00 441 15.87 0.126 0.67 p Max 1.00 W nd PHD2 w/ DBL 2x POST 8E SSB 16 A.B. Wail Line Lateral Wall Wall Sill Plate Shear Anchorage for above wall line Wa[F-Applied OTM Forces Applied Forces Resisting OTM Resistive et Uplift Comments ID • Load I Height I Length r, I Stress Uniform Point OTM Uniform Point OTM I Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) (plf) (kif) (kips) (foot -kips) (k1f) (kips) (foot -kips) (kips) Simpson Products 0.4 • 9.00 0. 139 0.126 PHOZ w x 81 . Ist Seismic Seismic Level 1.23 9.00 22.00 56 Level 1.76 9.00 4.00 441 15.87 0.126 0.67 3.799 PHDS w/ DBL 2x POST 8t SST920 A.B. 1.41 W nd PHD2 w/ DBL 2x POST 8E SSB 16 A.B. Wall Line Lateral Horizontal Diaphragm Lengths 8t Stresses all Sill Plate Shear Anchorage for above wall line Wall (feet) (plf) (feet) (plf) East Side West Side Bolt Dia. (in.) Cap aci (kips) Spacing Resistive Sill Plate Shear Anchorage for above wall line 48 in. o.c. (feet) (plf) (feet) (pin Load Height Bolt Dia. (in.) Capaciry kips) Spacing r, Stress m. o.c. OTM Uniform Point OTM Farce 1 st Seismic (kips) (feet) (feet) (plf) (klf) (kips) (foot -kips) (kir) (kips) (foot -kips) w x 8L 551516 A.B. Level 9.00 6.00 0.49 105 5.65 0.126 1.93 0.621 FD2 D2 w/ DBL 2x POST Bt SSTB 16 A.B. 3.00 9.00 4.00 300 10.79 0.126 0.67 2.529PHD2 w/ DBL 2x POST 8i 5Sf816 A.B. Wind 9.00 6.00 300 16.18 0.126 1.51 2.445 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Horizontal Diaphragm Lengths 81: Stresses East Side West Side Sill Plate Shear Anchorage for above wall line (fee[) I (plf) I (feet) (plf) Bolt Dia. (in.) Capaciry (kips) Spacing 0.500 n. o.c. 0.4 • 7.25 15.50 IstLevel o et p i c No Holdown egwre . Ist Seismic PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. North-South Direction: Seismic Level 1.23 9.00 22.00 56 1 1.1 I 0.126 - 20.33 No Net Uplift No Holdown Required! Wind 11.94 ' 7.25 1 15.50 1 1.41 Horizontal Diaphragm Lengths 8t Stresses PHD2 w/ DBL 2x POST 8E SSB 16 A.B. Wall Line Lateral North Side South Side all Sill Plate Shear Anchorage for above wall line Wall (feet) (plf) (feet) (plf) Applied Bolt Dia. (in.) Cap aci (kips) Spacing Resistive Net Uplift 48 in. o.c. A1.07 7.25 15.50 IstLevel (UB ecdon 1 30.1) 0.036 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. North-South Direction: Seismic Story Shear 2.09 kips Level 11.94 ' 7.25 1 15.50 pMax 1.41 0.383 PHD2 w/ DBL 2x POST 8E SSB 16 A.B. Wall Line Lateral all all Wall Applied O Forces Applied Forces Resisting O Resistive Net Uplift Comments ID • Load Height Length r, Stress Uniform Point OTM Uniform Point OTM Farce Used 100% of Tabulated Values See Noce (kips) (feet) (feet) (plf) (klf) (kips) (foot -kips) (kir) (kips) (foot -kips) (kips) Simpson Products A1.07 7.25 15.50 0.32 69 10.93 0.102 10.36 0.036 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Ist Seismic Level 11.94 ' 7.25 1 15.50 125 14.06 0.102 8. i 3 0.383 PHD2 w/ DBL 2x POST 8E SSB 16 A.B. Wind 1 Horizontal Diaphragm Lengths BE Stresses East Side West Side LCapaciry Sill Plate Shear Anchorage for above wall line (feet) I (plf) (feet) I (plf) Bolt Dia. (in.) (kips) Spacing 0.50 0.818 48 in. o.c. B 1.0710.50 4.00 1.25 266 15.82 0.147 1.00 3.706 PHDS w/ DBL Tx POST 8L SSTB20 A.B. 1st Seismic Level 1.94 10.50 4.00 485 20.36 0.147 0.78 4.895 PHD6 w/ 4x POST 8t SSTB28 A.B. Wind 1 Horizontal Diaphragm Lengths 8t Stresses East Side West Side Sill Plate Shear Anchorage for above wall line (feet) (pin (fee[) (plf) Bolt Dia. in.) Cap aci (kips Spacing 0.50 0.818 24 in. O.C. J1 rn U, F1 I WoodWorks® TYPICAL BEAM COMPANY R. C. E. 336 Broadway #7, Chico, CA 95928 (530) 894-8801; fax (530) 894-8805 e-mail: cj@r-c-e.com I zer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 97d Aug. 21, 2000 13:55:50 Brent Garage 13363 Helltown Road Chico, CA R.C.E. 2000.080 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material Timber -soft lateral support: Top= Full Bottom= @Supports total length: 20.00 (ft) Load Combinations: ICBO-UBC ----------------------------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included2< ---------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 19 (8.00)* No 2 Constr. Full Area 16 (8.00)* No *Tributary Width (ft) ------------------------------------------------ MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) -------- 1 20.0 ft I" ---------- ------------------- Dead 1 1670 1670 Live 1 1280 1280 Total 1 2950 2950 B.Length 1 1.0 1.0 ################################# ########################################## DESIGN SECTION: D.Fir-L, No. 1, 6x12 @15.023 plf This section PASSES the design code check. ########################################################################### -------------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) -------------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 63 Fv' = 106 fv/Fv' = 0.60 Bending(+) fb = 1460 Fb' = 1687 fb/Fb' = 0.87 Live Defl'n 0.41 = L/580 0.67 = L/360 0.62 Total Defl'n 0.95 = L/252 1.00 = L/240 0.95 ----------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ------------------------------------------------------- Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 ADDITIONAL DATA --------------------- Bending(+) LC# 2 = D+C, M = 14751 lbs -ft Shear : LC# 2 = D+C, v = 2950, v@d = 2668 lbs Deflection: LC# 2 = D+C Total Deflection = 1.00(Defln dead) + Defln_Live. (D=dead L=live. S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: ------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.- ow COMPANY PROJECT }^ R. C. E. Brent Garage WOO�WO'1 �S 3060 Thorntree Dr. #10, Chico, CA 13363 Helltown Road (530) 894-8833; fax (530) 894-8882 Chico, CA SOFTWARE FOR WOOD DESIGN cj@r-c-e.com R. C. E. 2000.080 Mar. 28, 2001 15:58:43 Beaml Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern fv @d = 72 1040 Total Start End Start End Load? 1 Dead Full Area 19 (13.00) Length No 2 Constr. Full Area 16 (13.00) 0.50 = L/240 No ,Trioutary wiatn lrtl MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 10, Dead 1282 IDesign Value 1282 Live 1040 fv @d = 72 1040 Total 2322 Bending(+) 2322 Bearing: fb/Fb' = 0.78 1.00 Live Defl'n Length 1.1 0.21 1.1 4xbeams, D.Fir-L, No. 2, 4x12" Self Weight of 9.35 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) CriterionAnalysis Value IDesign Value Analysis/Design FACTORS: F CD Shear fv @d = 72 Fv' = 119 fv/Fv' = 0.61 1.00 Bending(+) fb = 943 Fb' = 1203 fb/Fb' = 0.78 1.00 Live Defl'n 0.07 = <L/999 0.33 = L/360 0.21 - Total Defl'n 0.20 = L/598 0.50 = L/240 0.40 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cv Cfu Cr LC# Fb'+= 875 1.25 1.00 1.00 1.000 1.10 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 5804 lbs -ft Shear : LC# 2 = D+C, V = 2322, V@d = 1886 lbs Deflection: LC# 2 = D+C Ei= 664.45e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software 8/10/00 4:40:49 PM Company Info I Project Info R. C. E. (Project: project 336 Broadway; Suite 7 ILocation: street Chico, CA, 95928 1 city, state 95928-7051 Phone: (530) 894-8801 (Client: client Fax: (530) 894-8805 (Job No.: job number E-mail: cj@r-c-e.com IFooting Id: FS FOUNDATION PARAMETERS Material Properties: Conc. Strength Conc. Type Bot. Steel Top Steel Steel Yield f'c, psi Cover, in. Cover, in. Fy, ksi Section: 1 2,000 HardRock 3.00 2.00 40 Footing Section Geometry: Length, ft. Width, ft. Depth, inches Section: 1 4.00 1.30 12.00 Column & Wall Data: Type Center Length Width Col-f'c Col-Fy Dowel Bars ft. in. in. psi ksi No. & Size Column 2 Other 0.25 6.00 6.00 n/a n/a n/a Column 3 Other 3.75 6.00 6.00 n/a n/a n/a Type Center Length Width Height Density Use ft. ft. in. ft. pcf Stiffness? Wall 1 Conc. 2.00 4.00 6.00 8.00 150 Yes Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 825 / 1,000 1,119 / 1,330 1,070 / 1,330 Beam Shear Stresses: Section: 1 ........................... 0.00 psi Stirrups not required Punching Shear Stresses: Wall 1 ........................... 0.00 psi Column 2 ........................... 2.98 psi Column 3 ........................... 2.98 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Top Steel Bottom Steel Transverse Stirrups in Z, Design in Z, Design inz/ft, Spacing inz, Spacing Section: 1 Strength:.. 0.00 0-#4 0.00 0-#4 0.01#4 @ 177.2in. Not Reqd... Note: Strength = Steel Required for Strength.. Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY MZ Wall :1 0.60 0.00 0.51 0.00 0.00 0.00 0.00 0.00 n/a Column:2 0.00 0.00 0.00 0.00 0.30. 0.00 0.25 0.00 n/a Column:3 0.00 0.00 0.00 0.00 -0.30 0.00 -0.25 0.00 n/a (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING D ISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- 1_� PERMIT NO. APPLICATION AND PERMIT G ASSESSOR PARCELNUMBER 011-350-045 ZONING - BUI ING PERMIT OWNERTT BEENJ-093-3239 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAId NG ADDRESS Ong CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS, CONSTRUCTION LENDER _ LENDER'S MaUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. ARCHI E R GIN SS GHiG0 GA Bu LDING o 1���--�e 9 1 >GHIGO, GA 95928 Filing Fee $ 20.00. Permit Fee 5-_Q.g_ 9 $ Plan CheckingFee $ Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT - ling ee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPT` Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Q Installation ❑ Other ❑ Describe Work: _ FIRST R:F T>;r.TAT nF PERmillTi'�e�� GARAGE 11 C-AArj?0.1 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home - - S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 "OOVOR LESS Main Service 200A OR LESS 23.00 CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation pro isions of section 3700 of the Labor Code, I shall f :r2thwlthompiy with those rovision X Date // v Signature of/App/cant - ner ❑ Contractor ❑ Aged An OSHA permit' requir for excavations over 5'0" deep and demolition or construction of structures ov r 3 stories in height. Mein Service 200ALICENSED TOING 46.00 NEW CONST. DWELL WEE OCCUP. CU SO OR AODNS. ( a LO ACC. BS. 3.5¢FT; NEW NNOf+R°e ID. MULTH1 CIR UTITS @7,50 APPARATUS 8 SINGLE OlR'LtT CIR. OUTLET OR FDRES �0 @' 0 Ex. Occu RU Ex. Occup.oF'ETS R ,D°R.., 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ occ 12-3 12�wvE Ul_TOTAL FEE $ R7 1,Q HAZ. D. FEES IMP FLOOD CDF PARCEL PD Y HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indica t bove for which fees have been By Date PERMIT EXPIRES ON 3/30/03 provisions to do work paid. _��1 3 —(4 0117► Te ReceiptNo. WHITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing .your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of 'the proposed property improvement: YES NO ❑ 2. I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide .the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: _ PROPERTYOWNER: - /z, SOCIAL SECURI NUiVIBE DATE • / G NOTE. This Owner. -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFOR>VIATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do -your own work, with the exception of various trades that you plan to subcdntract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is S300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an `owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. 11rely, el C. Vi ira, C.B.O. ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19930 of die California Health and Safety Codo- OVER WILLIAM BRENT 11363 HELLTOWN ROAD , f.. suite Count, LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 Re: Buildinel&rmi�f 101-0165 Expiration Date: 3/30/02 A.P. # CHICO, CA 95928 V11- -V4J With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [ ] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with. the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHICO office. Thank you for your prompt attention concerning this matter. YWrs very truly, C. Vieira, C.B.O. -, Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 Wind pressures on structures > B > 1.00 > 75.00 mph qs > 14.50 psf > 4.00 in 12 A > 18.43 degrees R Y F R A M E S A N D S Y S T E M S Direction Ht. <0'-151> <201> <251> <301> <401> n Ce .62 .67 .72 .76 .84 Cq .80 .0072 .0078 .0084 .0088 .0097 .50 .0045 .0049 .0052 .0055 .0061 .0136 .0143 .0117 .0126 to ridge .0085 .0094 .0099 f .70 .0063 .0068 than 9:12 .90 .0081 .0087 than 9:12 .30 .0027 .0027 .0146 .0125 .0090 .0095 dge and flat roofs .70 .0063 .0068 E N T S A N D C O M P O N E N T .S * * 1.20 .0108 .0117 1.20 .0108 .0117 1.60 .0144 .0155 1.30 .0117 .0126 2 1.10 .0099 .0107 .0136 .0143 .0158 .0073 .0077 .0085 .0094 .0099 .0110. .0031 .0033 .0037 .0104 .0110 .0122 .0073 -.-UU77- .0085 .0125 .0132 .0146 .0125 .0132 .0146 .0167 .0176 .0195 .0136 .0143 .0158 .0115 .0121 .0134 May 05 03 01:44p J - p.2 - In order toe ri'� �iW RESPONSE FOS ... this~ fetar� tDe rtview o;your .as l esp PDleue oo�ptete tbsrm[aou e moase to every item '0�� b��bto t��goegt yo�t I ARTY oto ftck- tm=d o .�,� tin womew V Wt "Goeft. 9 Tt1 A COPYOF EVMVL as thcp>� ��or 4- xx ASSESSORS PARCEL Numm 2ERMrr N tBER - RESPONSE. FORP I/MFCNECIElfi:T;TEROATEO_ PLAN CMt:CK M i R£SPO(t9EBY.- - C LOCAd'101i.0ALB _APO/ COMMENTS; Fl 1 b00/200'd 0i692KOES:01 2888b6802S 338:WONJ 9ti:60 2002-22-.ItiW s May 05 03 01:44p p.1 to rd a e PLAN REVr W OMETORbj xpeft the review otyour plam.plon. onasA �g toes haat aompletdtha ooco�le0e..is co ttLL �w�e-t�dttaot-DO Aar►-ieftlOvegE � ro `SoM m 6�m negtxeted is our Oran ooetnaion iet�r �►-oto 4 eot oonddetad��. "`0W= Yee AW-80eaeh.ltam-+otthe_tvcatica:�.oaabelonadaa�apGulr�ctd ER3 X40 A COW R el W tlRlt{tAMD-RRlAt�► ASSESSORS N1ftCEl N!lMeER A* 3 Q"ER- RESPOhtSEEO�!'IAN C R FETTER aA fEDF �Loo•2 ���r. N Pt �11t:M 4 b00/Z00'd 0i692b202S:01 2888b6802S 306:WOdA 9ti:60 2002-22-AUW N mei BREN�T UJILLIAM � h L smt # 011-350-045-000 � Feed# 011 350 Og45E000 ELIZABETH F�k Status' ACTIUE�€�� StatusDatelll30I1989 4`ddrfl 1 33`63HE�LLT�®WN,';RD�" Situs E 13363 HELOWN __ ROTC, Addr33 q, �_ S BtaseDt e12/t31/200`� E f lband , f x ructure 4 �f Comments,' 'SP OFA F!Xu swq,411.110 �t W�A011 350,�LIT-CM 85CER �t Etal�'E�{ 'Growing0'���` f i g�Date 11/30!,1989' r CreatinDoc#1989R47w Bonds�� � M �f7 _ Currerit Doc# =1996R©1911�' Date 1rl18I1996 If . E� f ,,,E & M IJ'Multi � Krlling�Doc#, �'� • i; r =�� t� Date �'���” Asmesc �'ggqg„Fix Situs ��� ,� � t� '" 9 'R '. 0. M�I�PF? � `' �0 P f M �� �� � E P.,E r E. ICn � J 13363 HELLTOWN R® Pte' it 2` p€� 4E�'EMryi t �sr NYEI EltL�� �E ' �NO "Fla 2 i = F 0€� € � . F � � SAN � 9 fi EE F�?$'�i�rAf11� . '� �� AF�? •. 6f', S t k�l� H A i SW E��i� i f � PendingT/Rri®th �e �u F2L�� T(4 4 PHY ` O1NN �EX;,P1, l ffi" , fi... (¢&; H�#f i"f�Z € E �E �i � �`�E&i' �s� II.. ` �.{ U `V E.,F'k C.E jE h E �' ff- "$`+1 ��. "�I �R�„eE£e yl� P.ui"'�9 ` Ef f R� A ... �i” -IT (� €. Find' EG{ i .. u E- ��'_ r6�a_��;� ���- mss, 2002 se7f23j2©02.6:�02 OQPM: 1' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING IVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53 7541 ,per+ (Rev. 12/96) APPLICATION AND PERMIT C--`3�v✓f ASSESSOR PARCEL NUMBER O -J . •J�,5� ( I ONING BUILDING PERMIT `() OWNERVV'tW TZ ?�2 SO. FT. OCC. BUILDING VALUATION .OWNERSNG ADDRESS ++A n( I `� • �� q tY� (� 5q 24 CONTRACTOR' M � TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHrrECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ to -7,0 - ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS �Q9 a I n(j„ *� � SGL{Z� Energy Plan Checking Fee $ $ PERMIT FEE _ � LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEO STRUCTURE SF ❑ Duplex ❑ Mobil ehome Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK / New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 01 Describe Work: g V ®�� Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 �G1I 1 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. s0 3.5¢FT, NOµR 00SIUT MULTI.OUTLET @7,50 POWER APPARArus a SINGLE OUTLET S Ex, Occup. OUTLET DR FIXTURES e20 @ 1.00 Ex. Occup. O.'t=OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) [P I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the orkers' co pensation provi Ions of section 3700 of the Labor Code, I shall f rthwith c ply with those p visions. X Date %L ` Signature ofpis nt - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is quired for excavations over 5'0" deep and demolition or construction of structures over stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 7 _ HAZ. I D. FEES IMP I FLOOD CDP PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the B County Code and/or Resolutions to do work indicat dab ve for whic fees have been paid. By Date PERMIT EXPIRES ON `L 2 0 Date ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 'Pec 17 02 11:38a p-2 I _ OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement: YESW NO O I HAVE HAVE NOT D signed an application for a building permit for the proposed work 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAIME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (lured) the following persons.to provide the work indicated: , NAME ADDRESS PHONE TYPE OF WORK SIGNED: ' PROPERTYOWNE DATE:5z/7- 4� NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dec 17 02 11:37a f` P:,1 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself~ you may protect yourself from possible liability if that person applies for the proper permit in his or her name: Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. ♦ If you plan to do your own work, with the exception of various trades that.you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials 'and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer. you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and These risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and. if you wish. the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an•"ownerbuilder" building permit; erroneously implying that the property 'owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed, contractors may be obtained by contracting the Contractors State License Board in your community. or at 1020 N Street, Sacramento, CA 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned Sina:rel , j r N ichadl C. Vierra, C.B.O. Manager, Building Inspection' NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. � i � NOTES AESI®ENTIAL PERMIT NO. _.011 35-0-045 S. ( '• 00-2265 �,. BRENT, WILLIAM�`�" 13363 FIELLTOWN RD., CHICO CONTR::• OWNER " MOVE PROPANE TANK S i SPECIAL CONDITIONS- °° CHECKED o BY SRA FLOOD CERTIFICATE REQ. r. Z FIRE SPRINKLERS REQ. i SPECIAL INSPECTION ITEMS VERIFY_ USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER FICE COPY cDate( L Date 'JOB FINALED (Date Signature V = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Sea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Sea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (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- Enclosure s- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Fig. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ r Fig. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s PLUMBING (Permit) OK except #'s 63. 17. Water Htr.; Vent -Access -Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor -Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 66. 20. Shower Pan; Test, First Floor -Tub Access 67. 21. Test Tub & Shower, Second Floor -Tub Access 68. 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 23. Fixture & Transformer Clearance -Ins. Protection _ Elec. Outlets & Receptacles at Kit. Counter 24. Elec. Receptacles Spacing -Lights & Switches at Doors Garage Fire Door; Swing -Landing -Closure 25. Size Boxes & No. of Conductors Stapled A.C. Duct in Garage -Damper 26. Romex Installed Close to Edge of Studs & C.J. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Plb., Elec. & Mech. Equip. Listed for Location 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Elec. Receptacles in Garage (F.F.I.)-Romex Protection 29. Subieed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Insulation -Foam -Looked in Attic 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes 0 No Guard Rails & Deck Construction -Post Caps 31. Service -Riser Conductors & Ground Main Disconnect Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 32. Equip. Clearances Panels-Motors-Mech. Equip. Clearance Looked under Floor O Yes 33. Clothes Closet Light -Shower Light -Spa Light Following Instld./Drive') Yes ] No/Walks J Yes J No/Planters p Yes J No 34. Smoke Detector Stucco Brown -Finish 84. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 86. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors Date 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Hngle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. I of i t trat i o n- Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. _ Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive') Yes ] No/Walks J Yes J No/Planters p Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted 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: 1i , COUNTY OF BUTTE - DEPARTMENT-bF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 00-2265 ASSESSOR PARCEL NUMBER 011-35-0-045 ZONING BUILDING PERMIT OWNER WILLIAM BRENT TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 13363 HELLTOWN RD., CHICO 95928 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 13363 HELLTOWN ROAD, CHICO Ener Plan Checking Fee Energy g $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome q Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MOVE PROPANE TANK AND NEW GAS LINES Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Fling Fee 20.00 OOOVMain Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.FOWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lar the following reason: , as owner of the property, or my employees with wages as their sole compensation, do the work, and the structure is not intended or offered for sale. LY101,as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. OR ADONS. ( a ACC. sins. SO 3.5¢FT: NON -RES D. CONSTMULTI.OU.. 97.50 APPARATUS a SINGLE O.ET CIR. Ex. Occu OUTLET DR FORUREs 20 Q 1.00 w,L o ,50 LNS Ex. Occup. ouTiEDTSA RES D.OEl 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo Vwithmply with those provi ons. r X _ Date e? i % Signature of Appli nt - wn r ❑ Contractor ❑ Agent An OSHA permit' req red for excavations over 5'0" deep and demolition or construction of structures oy r 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. D. FEES IMP ROOD COF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By tA PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date !%yo Date Receipt No. 302947 / $35.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTNtENT-QF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 MITo :Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS - CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace ' UENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAKING ADDRESS Pian Checking Fee $ SUILDINGADDRESS y /J7 Ener Plan Checking Fee $ gY 9 S PERMIT FEE S LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Other K SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas venter heater or vent 15.00 TYPE OF WORKv New ❑ Addition ❑ Remodel ❑ Utilities Installation ❑ Other ❑ Describe Work: / GM - � Gas piping system 1 - 5 outlets 15.00 , sewer 15.00 —Building Mobile Home S G W @20.00 PERMIT FEE S - ELECTRICAL PERMIT Fling Fee 20.00 Main Service woA'ss 23.00 RECEIPT # /Oyl �( SRA $ SHERW $ $HAZ.ES ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Main Service 200A TO 1000A 46.00 NEW CONST. ( DWELLINo OCCUP. 3.5d SO. OR ADONIS. \ O=NG BIDS. FT. NEW NS .MULTI -OUTLET NON•RESID. 97.50 POWER APPARATUS 8 SINGLE OUTLET 0", OUTLET OR FIXTURES 20 t.00 EX. OCCU BAL .yo Ex. Occup. o,ITTED s o,°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FES S Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNET.TVvE TOTAL FEE $TOTAL IMP I FLOOD I CDF PARCEL I PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Dere BUILDING DIyISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVIC 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538= AGRICULTURAL BUILDING EXEMPTION PERMIT / 0'PERMIT NO. . Tom %--/ n n - Agricultural building is defined as follows: Agricultural building is a structure designed d constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This struct a shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSES R PARC �..©FR ZONING �Ic OWNER PHONE NO. OWNER'S�AE,SS �/ © o QS LOCATION OF BUILDING %me, USE OF B I DING S t U 01 %eft SIZE OF STRUCTURE /,�� ' X :_ SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME o STEEL CONCRETE OTHER (Specify) e -fra w C� TYPE OF SIDING ROOF CO RING FLOO'"YPE ((— !` c- I ESTIMATED CQSOF CONSTRUCTION $ ©( AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: I �- _ _ �� FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occup n,cy. Date 19 "Signature of Owner J Permit Fee - $60.00 The above described AG Building is ex mr)t from a buAdina oerAit_ Receipt No. 1`® Manager Building Division By�/1� White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date a COUNTY OF BUTTE -DEPARTMENT OF DEVELPPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: uL/ 1 1 a ASSESSOR PARCEL ER: ( l Proposed Building Use: Building Inspector: Date: At time of it applicatio was adv' a the following data must be sub ed prior to permit processing andAr issuance: All items have been submitted. 112. Plot plans, 3/4 sets, signed by the preparer of plans. ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 06. Energy Design Compliance and supporting documentation. 117. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. 1114. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). 020. Pre -inspection for required. ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carver and policy number. 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. 025. Recorded copy of Agricultural Acknowledgment Statement. 1126. Letter of intent on building use. 027. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. 029. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as ❑ Telephone Mail to owner, ❑Mail to contractor. for pickup at office. ❑ Deliver with inspector. Applicant: Date: EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation 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. 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 checking fees for work plan checked and other department costs are not refundable. Original - Applicant V����+�'.' +�vrA. s.`w,'C''.7.4,i'`'""fit,..-"�„i-f•'.yuY"�,t,.r �,,, 3. j COUNTY OFiBUTTE - DEPARTMENT OF DEprfC JPMENT SERVICES - BUILDINGWIVISIO 7 COUNTY CENTER DRIVE - OROVILLE,A IFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION�DAT�1 SHEET OWNER: C ASSESSOR PARCEL NUMBER: Proposed Building Use: 42 Building Inspector: Date: At time of rmit applicatio was adv' a the following data must be sub ed prior to perm s roc ❑ . All items have been submitted.----------------------------------------------------- --------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 05. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---- 7----------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. -------- ------------------------------------------------ ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9: Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. ---------- ---------------------------------------------- 0 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: --------------------------- El ---=-------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ---------- `------------------------------------------------ ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- E126. --------------------------------- ---------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ---------------------------------------------------------------------------- 028. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: % e When you issue the permit, process as ❑ Telephone s`sing and<or issuance: Date Received By IMail to owner, ❑Mail to contractor. hold for pickup at office. ❑ Deliver with inspector. Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: Date: By: Date: By: (Date) 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: f Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by . Date:' Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by' Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by- Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. YNote transfer by: Date: f Yellow Copy - Department of Development Services, Building Division. a SI ENTIAL r 11-35-45 1628-91P,E REUMAN, Scott 13363 Helltown Rd, Chico j (utilities/mh) ho OFFICE COPY / Addres/-4z(6 14 -t-16 `�b !✓'� ` JOB FINALE Signature V=OK O = Not OK = Not Applicable t = Not Ready fl MOBILE HOMES MOBILE HOME UTILITIES Plans OK exce t' #'s Zoning Requirements -Setbacks -Easements .oils; Special MH Support Sketch i •rx Sewer; Location -Test -Fall -C/O Concrete W ter; Location -Test -Easement Needed (Sketch) . Electricity; Location-Clearences-Grnd-tqZ4m oncrete i X , Gas; Location -Test -Wrap: / P L" ft. ti t / /"Nat. or/ /" L"ft./ /"LPG A 7 7.1: -Well Clearance & Disconnect { t� Utility Clearance t� t Date (p�Z( �� Card B-1 Date Card B-1 Date Car B-1 Date Card B-1 I Date M040CE HOME INSTALLATION?(Plans) OK except #'sar ZorAq Requirements -Setbacks Easements Z;,Fo Size -Spacing -Marriage Line G ,�W Test-Demand-Valve—Connector E tri ' y; MH Test -Crossovers -Breakers -Clearances Dr H Test -Fall -Flex Connector AeooVofer H Test -Regulator -Connector (� . W and Sewer Connected -C/O to Grade -HD Approval s and ectricity Tagged . Exit nsp.-Sketch 0 !_rt. of Occupancy Date — / Card B-1 to Card B-1 Date Card B-1 Date Card B-1 Y` n f � l :. •7 ., a e W a� , p.,F �Jcc w Q 1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval. 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (Sirigle & Duplex) = Date UNDERFLOOR (Plans) OK except it's Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps-Anch 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Ong. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 49. Bdrm. Windows,or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 51. Property Line Firewall & Openings 7. Slab; Steel -Wrapped ------------------ - 52 E t D O 3' Ch k G nectors 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 -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 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 ft's 16. Water Htr.: Vent -Access -Combustion Air -Baffle ----------t=---- - ----------------------------- 17. Water Pipe; Test & Anchor -Nail Protection -------- ----- ------------------------ 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ---19. Shower Pan: Test. First Floor -Tub Access --------- -- --------------------------- 20. Test -Tub & Shower, -Second Floor -Tub Access - -------------------- ----------------- --- 21. Gas Pipe: Size & Anchors --- -- Date -- --- -Card B_1 -----Date- _ ------ -Card B-1 -------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection ---------------- ----- ------------- ------- ----- ------------------ -- 23. Elec. Receptacles Spacing -Lights & Switches at Doors --------- ---------------------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled - - - ----- -------------------------- --- - ---------------- -- ------ -- - 25. Romex Installed Close to Edge of Studs & C.J. --------------------------------------- 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water --- ---------------------- ----- -------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ------------ -- --------------------------------------------- ------- 22. Subfeed Wire Size r r ga. Cu or AI-A.C. Wire Size r / ga. --------------- --- Cu or--- ---AI ------------------------------------------------------------ 29. Range Circ. / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No - -------------------------------------------- 30 Service -Riser Conductors & Ground -Main Disconnect -------------- -------------------------------------------------------------------- -------------- 31. Equip. Clearances Panels- Motors- Mech. Equip . --------------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ---------- - -------------------------------------------------------------=----- 33. Smoke Detector -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 - -------------I-------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except 4's 34. A.C. Ducts Insulation & Support ------------------------------------------------------- 35. Vent Fan: Exhaust above insulation --------- - -- ----- ---- -------------- --- --- ------------------ 36. Condensate Drain & Overflow: Size & Grade ---- - ------ 37. Furnance-Vent: ------- Access -Comb. Air -Return Air Vent -1 - - 15 - outlet - - ------------------------------------------------------ 38. Attic Access & Platform if Furnance in Attic ---------- - ------------------------------- --------------------------------------- Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except tr's 39. Sils. Proper Material & Anchors ------- ---------------------------------------------------- ---------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------------------------------------------------------------------------- --- 41. Bearing Walls over Girders & Floor Nailing -------------------------------------------------- 42. Draft Stop in Walls (rat proof) ----------------------------------------- --------------------------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ------------------------------ ------------------------- 44. Headers & Beam -Size & Bearing x . oors- ne - ec arage-3rd Story, 2 Exlts _ 53. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ------------- _ 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ------------------------- - _Date ______ __Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except It's 61. Ext. Steps -Door & Sidelight Protection -Landings ---------------- ---- 62. Smoke Detector _ 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ---------- 64. BedroomExiting----- 65. G.F.I. & Bath Fixtures & Tub Access -Spa ------------------------------- __ 66. Elec. Trim & S_u_b_panel: Breaker Sizes & Labels 67. Stairs & Rails --------------------p --------------- 68. Fireplace or Stove: Clearances -Hearth 69. Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit Fixt_& Appliance_Grnd_Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door: Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection - -------------------- 75. Plb.. Elec. -&-Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes ------------- ------------------------ 78. Guard Rails & Deck -Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ------------------ --------------------- 81. Stucco: Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing - ------------------------------------ - - 83. Vents Above Roof; PIbg.-Appliance-Fireplace. -Clearance to Openings ------- --------------------------------- ------- 84. Water Well: Disconnect, Electrical, Plumbing 85 Exterior Elec. Trim; G F.I. Receptacle -Underground 86. Ventilation Throughout House -- - - - - -------------------------- 87. Glass Protection - .... ------------------------------ ----- 88. Corrections from Previous Inspections - --- ----------------------------------- 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ------ ------------------------------------- -- -- DCard B-1 Date Card B-1 --ate--------------------------------------- - -- --- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico; Rhone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE 4_ v�, Q t^- a. /,?, VNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or Sneed additional explanation, please contact this office imme lately. U Q r trL� .P w S .1V// s _ v 4g; ® N ISP V- -3. a r -e- f 4 C! , Date '?/ Inspector O dY COUNTY OF BUTTE y DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico - Phone: 891-2751 7 County Center Drive, 19roville — Phone: 538-754zi` `T 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE �"LkAty\N iJ 1628-91 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this officer mmediately. �X' OT JG WgLL 0,'0 FA2 CirCCtiIT- M1AST G6 M CL 1,IN Zp rJC 111- CL ii. a,nr2 r, Date �21 -� Inspector /� MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA — 534-4541 PERMIT NO., Address or.location of mobilehome Owner's n9me L) Owner's address Insignia or hud number Manuf acturer I s name Serial number of V.I.N. Zf Yearof manufacture (Official Approving Installation) (Date) IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTARCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. 513B White - Owner, Yellow - Installer, Pink - D.P.W. COUNT'S' OF BUTTE - DEPARTMENT OF PUBLIC WORKS IT NOi1 11,. 7 County Center Drive - Orovilleg California 96965,,-_ Telephone: 916/538-7541 APPLICATION AND PERMIT r / ASSESSOR PARC L NUMBER 11-35 ZONING t2 BUILDING PERMIT OWNER - dYTtil�/v1 Scott VHIRlffin TELEPHONE S0. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING 44th Ay.p Chica 95C)264N T RA C TOR'S NAME nip "'TPqP17 111) TELEPHONE 163-9494 ONTRA TOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ ;�.� LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR L:v ;INFER LICENSE NO. Plan Checking Fee $ 15.00 Ener Plan Checkin Fee Energy g $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 25.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeEX Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S G W 10.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[ Other ❑ Describe work: 2 Bedroom MHI Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare der penalty of perjury (Check One): C71'"'am licensed under. provisions of Chapt. 9, Div. 3 of the Business and Professi n(s_ Copd�e d my license is in full orce and effect. J 1O 2 �'��� License No. Classification. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors. ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.y OR ACDNS. \ ACC. BLDGS. , �20sgft NEW CONST_ U TI.OUTLET NON•RESID BRANCH CIRC ITS 2.50 ea (POWER APPARATUS e) SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 2 0050t eALO 90 .AL030 FIXED APLINIS Ex. DCCUp. OUTLETS P(RESID,)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Ivirin g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. CB�rhave placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject toFee to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgmen costs, and expenses which may in any way accrue against s County i con e u nce of the granting of this permit. L/ q X Date --l7`— / / Signature of A plicant — Owner n Contractor D_ Agent ❑ An OSHA permit is required For excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ 45.00 Energy Inspection Fee $ occ CONST TYPE TOT FEE $70.00 HAz. cuA _ PARK _ SCHL FLD coF PAR PD ) HD - �� IS U This permit is hereby issued unaer the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. �QZE07ROF BLIC WORKS By _Zte PERMIT EXPIRES Date Receipt No. 93734 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 1 .V., x �..'.',a•'{�t ',•r+tr—� •iYylA,,�q.�ytiy,, •.e+rte ,..�r-"��.r*+^ ��sK w.-�rr„"Yvgyln'p11+`Yr�+.�,i �ry++esi1p' > r _ .. COUNTY OF BUTTE - DEPARTMENT'F PUBLIC WORKS - BUILDING DIVISION r. 7 COUNTY CENTER DRIVE = OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 �J PERMIT APPLI0'ATION DATA SHEET - Permit No. OWNER S 6-C% l / 1�41J Z_tl � yA. P. o. Proposed Building Use Al N I Building Inspector Date � �7 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . 4. Complete engineered plans and calcs, with wet signature on• plans . . 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation 71,*// instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 19 Park fees paid ............................................. GL/SZD School District fees paid ..............C�91 Sanitation approval from Health, Department 15. City of Chico plumbing permit ... ......................�. .......... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. ° 23. Owner -Builder Verification (Given to owner o, Mail to owner o) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 2 R Letter of signature authorization ................................... 2 /2F / F A S 24 2 c& When you issue the pe mit, process as follows: -Mail t ow er. Mail to contractor. elephone and hold for pickup at office. Deliver w/inspector. hotic Q Other _ Applicant Q Copy of Hdz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By �. The following data must be submitte rlor to er ssuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: designer, owner, was advised of above required data byk-_'phone___jnail—counter by i .date designer, owner, was advised of above required data by—phone —ma il—counter by t date Plans checked by W) Date Ll 1_7 Jai Plans approved by &u Date � 19 19( Sets of plans on hold in Copy—DPW File cabinet AP folder 15 COUNTY OF BUTTES EPA5MENT OF PUBLIC WORKS 1 ,Z� 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER — OWNER 0 r �6J19& ZONING BUILDING PERMIT TELEPHONE 4 SO. FT. OCC. BUILDING VALUATION 1 OWNER'S MAILING ADDRESS /�/ _ / - ZZ / �O X4; CONTRACTOR' NAME 73/ _ _ �� 1.4, _ ON ^ ^J7 33 UQf�%% CONTRACTOR'S MAILING ADDRESS _ 0 Fireplace CONSTRUCT ON LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ O a ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 3 Q/.�tJ G Permit tee $ Q PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each qas water heater or vent 5,00 USW US OF STRUCTURE SF [IDuplex[]Mobilehom Other . SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G I W O.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe work: �4 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service SS 1001 OR 000 AMP OR LESS 10.00 CONTRACTORS LICENSE LAW I declare u er penalty of perjury (check one): rovisions of Chapt. 9, Div. 3 of the Business and Professions_ Cense is in full force and effect. License No.d 7 tssification I am licensed under mexclusively ❑ I, as the owner, or with wages as their sole compen- sation, will do thetructure is not intended or offered for sale. (Sec. 7044 ❑ I, as the owner, aontracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L too AMP 2.50 NEW CONST. // DWELLING OCCUP..) OR ACDNS. % ACC. BLOGS. / /2 Qsq It NEW CONSTR ULTI.OUTLET NON•RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS tr SINGLE OUTLET CIR. ) Ex. Occup( OUTLETS OR FIXTURES 209SOC ISAL930C FIXED Ex. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ,F,j/I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in an manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making thistement, should you become subject to the W. C. provisions of the Labor Co , you must forthwith comply with such provisions or this permit shall be de ed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating ' Cooling g Hood 3,00 Ventilation permit Fee j Contractor I certify that I have read this ap lication and state that the above information is correct. I agree to comply to"all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments costs, and expenses which may in any way accrue against s 'd County i con equen a of the g anting of this permit. %� Date C _may_ �/ Signature of VIicant — Owner an tractor FAgent ❑ An OSHA permit is required for excc ations over 5'0" deep and demolition or construct- ion of structures over 3 stories in h fight. Mobile Home Installation Fee $ Energy Inspection Fee g Occ CONST TYPE TOTAL FEE $ HA2 CUA PARK SCHL PLo I PAR PD Ho ISSUE This permit is hereby issued under sions of the Butte County Cade and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 'WHITE-D.P.W.. YELLOW -ASSESSOR, P:NK-iNSPECTOR, GOLDENROD -APPLICANT a BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive', Oroville, CA PHONE: 538-7541. MOBILEHOME INSTALLATION SHEET 1. Owner's Name: SCCIT E( IMA N1 2. Installer's Name: (20AL 111 Alt:,)J/L/_ )-(0M (r S L- T Uh 3. Is the site currently under permit? Yes DNo ]I (If yes, furnish permit number ) OR Is the site an existing site? - Yes 1-1� No F-1 (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes No (If no, clarify 5. What is the mobilehome electrical rating? --------------- /00 Amps 6. What is the mobilehome site service rating? ------------- 02 GG Amps 7. What is the mobilehome site circuit breaker rating? ----- �f�G Amps 8. Is there any other electric load to be served by the mobilehome site service? -------------------------------- Yes No I i (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size?. --------------- �! (in.) 10. What is the type of gas service? -------------------- Natural LPG i 11. What is the gas pipe length from meter or tank to the mobilehome?--------------------------------------------- /G f- (ft.) 12. What is the mobilehome gas demand? ---------------------- (BTU) (This information not required if pipe length less than 6 ft. oNil 11 1%6-91 natural gas or less than 50 ft. on LPG.) will cc". AS .;,DING DEPARTA APPROVED pw G11919/ F1 LE COP( I MOBILEHOME SUPPORT DATA If other than single wide, OF,;; Mobilehome Mfr. ��/T�/�//►//- furnish. Setup Model No. �S 2� Year J99/ Width. ;N (ft.) Box Length 4� �_.(ft.) Tagalong or Expando Size ft. x ft. On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one) Wood -pressure treated or foundation grade. El 2. Other (specify) SUPPORTS (check one) uul �j1. Concrete block. 2. Other (specify) SINGLE -WIDE Pier Footing Sizes and Locations �� Y /41 F G.S. ne Main Beams I-ine 2 Z — — — — — Main Beams — — — — 2 -- — _17 1A Tag or Triple —• — — — — — — — — — — —j Lina 4 j e Line 1 Line 1 Piers: Size-Min.------------ �2 „x , Spacing -Max. --------- From Ends -Max. ------- Line 2 Piers: Size-Min.------------ Spacing-Max ---------- From Ends -Max .------- Line 3 Roof loads: Size -Min. ------------ Location (From Front) Line 1 Openings: Size -Min. ------------------� "x Each Side of Openings With Width Over --------- Line 3 Piers: (Under Bearing Wall Only) Size -Min .------------------ "x Spacing -Max.--------------- „ From Ends -Max -------------- �24- ?*--x 24-., 36„X.3, „ 30„x36 „ „x „xx „ o' ” 15- 4 " 21'-4 " 52'-(D „ „ „ „ I- Size -Min .------------ 'k Spacing -Max.--------- „ From Ends -Max .------- Line 5 Roof Loads: Size -Min.-- --- --- e 5 Piers: (Under Bearing Walls Only Size -Min .------------------ "x Spacing -Max.--------------- From Ends -Max.------------- '- " "x "x "x "x "x "x "x11"x 1. Location ma coca" lltjv*� *jADING DEPARTMEN';b� OPROVED I.UV.i 11Y Vf•I It1 .J 1..1�1VU ILi...ii.v v�v v��v .. �., -�-- -- -- ''--- 777 % will hwm �'� �� � ar_orr tui 1 � �� : ',;.. - ,':'° .• � . • , , : I'— /' / BEDROOM I Box 1JTflift( Noe I! 6521*5224 . r U I13'_ o.. _..� B I , '''r'�i:kixi" at�•'}1"`�J.:r;2i1'•O'• - 2 BEDROOM (TN'I'IiR JK IN • DEN. 2 � b l: :'{ j • �1. • F iso"•• u�l�,.i �•s i::'t. .r. 1`'�i';i{;y'- 11A I'I IS • CATHEDRA it ,,Y77r}j1'1 cao (:Ii11.IN I . on mut ;:c. �r;+.<",,.• Iml1n ttmll ?� h 1 � _ +. ,r.., ,c � ... r ;:�L3:'t���,�',t`• r �inl�liiM �MMr AAASTER !'�'',:ds!iYc-f.) :�ih••.;ir�! BEDROOM �•. .. .. .:i�4'r,•:"�i';`i�:�rel, •��rC'�,'rjt"''}i`'4�C'•-d`.''' i_t�,t' . ME "+•..: �:I' ''a`:f ii �` �� j`',3....;�.,14siV: ,:i"'zj„i::,-�r :.: 7'.. am/ t: • � 0 O1 I 71 w.. kc:ip• B.r.: !?} �< :h'b:i� ti`z- ROOM 65011 ' 522 � ; Q'1 `"i}I .:;F;1.c:; .. f, � , .13 2 RIA) INTER :...• ;., KIT(:III:N • SNACK RAIL • � �,'. s:• 'y ;, :. t�nir`, �. ¢�f ;., (iRIA'l' ROOM • 2 IiA'I'liS CATHEDRAL C ILIN(i l 230 SQ. I'•I',) MASTER ' BEDIi No. I ; BEOR0OAA : -1's'L A , • o, , � ,�'t. a ��'�vf'i it •; ''�d"3{A','. U B 11 KITCHEN I'.II • ;�” :ROOM '� +%,` ' [ } BEDROOM 6511E 55 I;1;'•J. fi•1(:•••.'- um 3 BEDROOM CF•NTH KITCHEN SNACK HAR • 1 (nrrin .i 'd,•az'•`� ;%'E>a :;;. CEALIN(; (1,230 S(1. T'1',) i %::<': • MASTER BEDROOM ::'::•,�;�;<;';rA9r:�tv VINO i1O0M . ; i''i "' • 1: �,' ;' KDROOM 18•p.. I et.,`„ :Yr'%`k':;C:i`7=;` �'r No.�. d N ate. 4.a1-11.615 ( it, ) o DIAMONR K • LANE t' `' L.. 40' Moi -CAC I> „r:r Fo a V - e v �.; �C _ No�� � Ru Puav -s ?LA(,&tAlW j �, pc --A) 4 i • • Fd�vtc C� � 3g• _ 1 s I2' NL 4C G t.'t GsG a .,z" for the ins-� 04Dµ s %h 2S--..� r corn ecAe u; A 3ei r-;. (pr -orm e-50 F &o IJ' ° op LO?•?9 l W-! �• M center)+^e s;:a;l.ca c.::.:., o �� � fix A ^-structures cr eriu+pment=e): &P.PROV� -c.,Al1 Mat�rizl- 2ti err_ i 71= , Olt IVo. y �D ..,CT� a'Sn $ C'r7 S;fit'�t:r'^'a �14"'i Qf1• �li K�1 .`r /- • •� I�hJ.. r ' Imo. �" I X l row e Ll,d. ?1 ti v S4� 3° • 1� � U. / CC14 r coca •ier �fp, "4 -s 114 H4* 45' E �� `i) Q, IOo•oo I G ZZl•q!i �o 'h� �-• 125.4-6 � � 2lli� � '♦ ,;, •.\� r sY �y, rta� ` 2t"rr f..! s' //` r�� ).� .1 \.,� . . `i. � t �. t� •�� 7`�rt�Yy NSI- �W��, .. .� ty�.,T �. �IVI 1 F •� 's- ` x .:' .� .. ' r.°� Q.t1rat,,ig,..,hryr g.�i . -. t 'bi �i P�F•tl- a' E �, .N'Y. aa 2f'i1 •,i tt �ja� rSf�Yrc•>, �+IoA�i r " UTILITYODROOMw �,&tp .. No KITCHENIDINING 2 BEDR(u)M (1 N ► `, � ' Q ,� fi"! ��Yf "'"I , 1 KITCH'I:N,+,1) on. an.nrl.n► a.n. ulnmwaarr t F 'i •!. _ 1m t1AMt•1 '' L s} rrr ` MASTER r r F ur L c II Irfl3to-r i� �t BENoROON DEN 11 LIVING ROOM RY Z� �S >n f EJ ` 1 B' B r 12.0 21'- 4.. `3„'f 1 „�F"✓iftn� ",i r II , . e 5 . t bra { �• t F�J,�k� - 't `r• ra'i♦ 1.i`}� . vdS "' • I•� � 4' .st4°'+ Mfr7.d`� .'4.'•1'Y' *.Y�4F+...�„>.,. ` O !k Y a n . '• t ` !ai- ,1 Yr � i�•>t'jrSfx1 11•� i� "' •�,� � �. a S�r. 4y' 4� .. • !'.I SIF a / . . a ,• v .fit , �o : I .: • : ® I II 1 . ye4',� � ritro ' isik ;'. iI UO. UTILITY 11 I II KITCHEN DINING 650,11 A5224, t` ' t ;• tr[a, ; 7 O I 1 A — — 10'• e.. L � ROOM a 2 BEDRUUM • CENTER a KITCHEN SNACK` $AR Zo GREATROO 21,14A,T 3�d' ur uaw uwa CA'I'HEDItA4���.1N.`�' r""+}fA''�T. ` ... orc • ' VIWWp1I11YNIMYII!OI Pl ' A� I' MASTER'I e1r r 1 k r a�' 4 �YY�Lvv Nto 1! r r BEDROOM y tF N0.2 j LIVING ROOM. r.:• -� ,9 /. ,Iq�. 'f'r'T j lF p r Tb } r i.. .. ` i rv�--aY`., •3 ,� 8#''fir'°`�'tC,,.isrt' S p� i „� yf �'lv�s 1„Pa.• ! b ,Y� *�rs'o r - q \t �, �L �+, i� phi �'�•i � `•�'•} 5��'�r�{'� i , a .r. J• 7 r , r � ) py�t.2�, xSf�i� + +x• 'x� ,.9+ t (''�I � r — 0 ® I II � Nnl ! °''C'hl t,d ���&'ti+A „fa � •4�vZ � °t+����l�Y � r� ( 11� ♦ i ZS Y UI<IiJTY ; . jj r 1 II DINING a b a, n c KITCHEN 1 fl r S 7 x baa u �i f b n 10,• ROOM 6511. S 524` V hil �0A BEDROOM L „fi6 . ®t No. 2 3 BEDROOM • CENTF,}t KITCHEN • SNACKK • k . F '� a��">> •' i .YIII, 2'BATHS:•.IC:ATHE!][ZAL msi"x}�4 I anuowauro ,. •Y - FAY, .c .ii, 'r'r``rHiG'ti`BED �MASTER h 1 d- f. .• ...• . 7 4 ,1 d Fz9rb2d�'aF 5��ks'`f }+ N i< NA i .1 UVING ROOM Y �x�, 1 y' „r�• 111,0, ' t 1 21•• 4,. 1 BEDROOM No. 3 t, rnisti� L ," x�'�74�: I I 14 aYr,. B,. `r. cr t x t s7yAt ws '�?,.c1r^ v hibr • r. � '' i�+t.''��Yr�,�{. fir., ac �� t r�r-•,f*.�<'c i , j .. � - _ 1.,g ;rr • I of Y iq ' ':'.ham Wit- s� i t�.;r,�'7`� nY( �r�,M `' 'ri t� >y ` i �,e .•i .31 r. f'' I \�� � tw. �•�` 1 .�1+••w... ��1�!`'M•,: c. J�iKitM'�•.'hs•M _ ' wootio3fl'tvooa t7NIAfl 1 t oN tt313u'N tit OMI z 4tllwhd i r HVU ?1')VKIS • NAHALIN N(A 71, NIQt]bQ3fl j '. ®9 TN .0 Ti .4' 7 k,IIjil— N3HOay II8A iun11 FO( u t , 1 1 I I t ' • ; R `, t , 0 •,61 "o %It 71 a I ty0Ad4�� 1 ON - f..t)e v [ . �.o,,,,, � `" • , '••� � '}CV I'll}C} 'ly'tl(1.11! L��:) . • �•��rwo'a""-'>,, � '�- !,� „a •,ct tiELI,VfI Z Itifat �l! 1 �:12i".) , �SNIhIQ it i .. Y , i (JI I t N�MQAfIj. 11 ' Q I It t JI 6 ",uIv1R ' _I CD r " - _n DO � IS )7' Vii'+� �.. •;• � a .� • li I 0 •.Zi ..9 -,Bf I ., "00b imm N30 tVJQtig38 I ;� 1. 7 II d3lSbw, 'gib 1 ���hr7 � 1 / �,• '7 , VI �, •„I,cz 1V�It taI1.LEa:) • tili.l.vu owl !. INA WNW 1�()()iiU:lil z t� t)NtNIQM�HO•lljt ' . J i qq CC t —, — 1ltllln ? 00 i vvooao3e ou \ / r_ I 101wAo "o ` -.,`�ZOLd_SO0—'-ON --O:Z. 9.T,���`3_I'_upC.:,_.- --_ _—_96ba=�bL=9Z°6 �31g �_0'OIH�''c� J,�IHO 'NI ,HD , V �CO QJm cb �� 0 0 96t.78 -12'V12-9 T6 X31 'n n. 'j "On OH 8 1 s T C 0 D I H D s' d H o ti i s w ve� w ft Lcn - I Vo '4 C 0 n Yl C. 14 1 C S Corr g FU /Ak J CENT+ERL NE SUPPMT REQUIREMENTS Uft BFEUT Td BE WSEWM MIN eUPPtEMBff TO RBA INMLLAWN MAMIAL FOR z=W ROOF OM LOAD 0. N N r-� Ln 5 Ln ,P Q G� tV C4 4 �7� M �40� U •y� r rt. a- - L tr C.:, Pl c BUTTE COUNTY SCHOOLS DEVELOPMENT FEE.CERTIFICATION FORM (One ne Form per,jiu'ilding) A.P. Number Building Department No. School District C�.k(_Q 0tJJ-1eJ -city Q County',® Jurisdiction Property Owner S C., 0 k -k AQ � L) Project ' Location/Address 13 --s 6''3 4e,1 t CAN, L.� Subdivision Lot Number • Residential Development: Sq. Footage # of Living. MHI,.- Addition-,, (Group R) Units Commercial/Industrial: Sq.,Footdge New 'Addition (1ficluding Exterior •.Roofe'd Area's)-. `-----Building Department Representative_ Date (Floor Plans reviewed by School District,.Personnel): District, Id No. C_ 0 Q School District certifies that SLS 1;7 4--.) rn AtJ (Applicant Name) (Phon6,Number) 13 G 4e.AA k -4z,, -,t4 (Street Address) (City) (State) (Zip Code) has complied with the requirements of Resolution No., q0 by,the payment of $ representing square feet. 6110a4l School Distkc:2tle�preE�M_n'tative D to PAID BY CHECK NO. BANK NO PAID BY CASH REMARKS: white -applicant, yellow -building SCHOOL.FEE -(8/88) This Certification is valid only upon the issuance of a Butte'County/City of Chico Building Permit, prior to'8/5/91. Building Permits issued on -or after d 8/5/91 are - subject to re -certification and additional school fee-, of $1.00 per square foot of assessable space. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OraiVille, Cb,lifornia 95965 - Telephone: 916/536-7541 APPLICATION -AND PERMIT � PERMIT NO. ASSESSOR PARCEL NUMBER _ ZONING FP- 46 BUILDING PERMIT OWNER Scott Retiman TELEPHONE SQ. FT. OCC. BUILDING VALUATION .345-6340 OWNER'S MAILING ADDRESS 13363 Helltown Rd., Chico 2 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ :.0.00 LENDER'S MAILING ADDRESS —OR Pereiit Fie $ ARCH!TE_CT L.v ,INEER LICENSE �' Chez--k-mg Plan Cheg Fee $ 15.00 Energy Plan Checking Fee $ - ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit tee $ 15.00 PLUMBING PERMIT Filing Fee 10.00 eI 1 town Rd _ Ch; rn Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF[] Duplex[] Mobilehome❑X Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G W 3 10.00 ea 30.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities® Installation ❑ Other ❑ Describe work: 2 Bedroom MHU _ Permit Fee $40.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 8011 OR LESS 100 AMP OR LESS 10.00 0.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ;� I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. I DWELLING OCCUP.eI` I OR ADDNS. ACC. BLDGS. , �4sgft NEW CONSTR ULT'.OUTLET NON. CIRC ITS 2.50 ea (POWER APPARATUS eI SINGLE OUTLET CIR. Ex. Occu o Occup(OUTLETS OR FIXTURES 200300 SAI -0300 FIXED APLINIS Ex. Occup. OUTLETS (RESID )KEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 1 15.00 15.00 Misc. Iyirin g 15.00 Permit Fee $35.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department ,a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. U I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liab' ' 'es, judgments, costs, and expenses which may in any way accrue agains sai Coun equence of the granting of this permit. X Date 2 Z Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST TYPE TOTAL FEE $ 90.0 Az. cuA _..- PARK _ SCHL FLD EDF PAR PD , Ho Issu This permit is hereby issued under the sions of the Butte County.Code and/or work indicated above for which fees DIREC OF PUBLIC 0111 91:0-5 BYate4-17--9 PER EXPIRES Date— applicable provi- resolutions to do have been paid. WORKS '060"_12—SL 4—f Z i Receipt No. 88933 WHITE-D.P.W.. YELLOW-ASSE380R. PINK -INSPECTOR. GOLDENROD -APPLICANT ; 60U.NiTY OF BUTTE - DEPARXM9N=t OFVPUB LIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - ORQVILLE, C,�LIFORNIA 95965 - TELEPHONE: 916/538-7541 / PERMIT APPLICATION DATA A SHEET (/ Permit No. // L OWNER S�� � e -r–(/ o. Proposed Building Use/ Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted................................... Plot plans in duplicate/ riplicate, signed by preparer of plans........ 3. Complete plans in duplica a rlplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form ........................ 6. Energy Design Compliance and supporting documentation ......... 7. StaTment of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid.' "J ................................ . 12. Park fees paid ..................................................... 13• School Dist t fees paid . 14. Sanitation approval from Health Department City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 1 provements may be required. Contact Land Development Section DPW riveway. permit (construction approval required prior to occupancy) 20. Prb-Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. �� 2�3 Owner -Builder Verification (Given to owner o, Mail to owner o) ..... — z- 4-. Recorded copy of Agricultural Acknowledgment Statement ....... 0 . 3 7_ 25. Letter of signature authorization .................................. . 26. 27. When yo Issue the permit, proOnd s follows: it to wner. Mail to contractor. _S e Telephone hold for pickup at office. Deliver w/inspector. Other ref l i Applicant Copy of !-laz-Mat form sent Health Dept. Fire Dept. Air Pollution Date J Copy of plans sent Health Dept. Fire Dept. Other Date By :y The following data must be submitted rriior to permit issuance: (Circle new item not checked above). 1. Index permit for above items Nof P 2, Additional items required: Contractor, designer, wner was advised of above required data by_phone---oail—counter by.date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by 15W —Date Lw_f _2, Plans approved by r'AAJ Date U I Sets of plans on hold in Copy—DPW File cabinet AP folder TO: Building Department FROM: Encroachment Permit Section RE: D-kiveway Clearance AP owner locatVo� Driveway permit has been issued for the above property? nujab date sign re - i TO Buildinv Department FROM: Environmental Health SUBJECT: Sanitation Clearance YJ - Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply Hold final for: Final clearance O.K. for: Water Supply Water Supply Clearance for �— bedroom m bile home. Other NOTE Sanitarian Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSES:7 PARCEL NUMBER ZONI BUILDING PERMIT OWNER 5G0 Al TELEPHONE 3 - 3 Vo SO. FT. OCC. BUILDING VALUATION �)2-Fl OWNER'S MAILG INhie//�;a) �OGL cis CO TR T NAME TELEPHONE CON ACTOR'S MAULING A06WESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ LENDER'S MAILING ADDRESS per,: c, $ ARCH!TECT OR L,—,WEER - T LICENSE NO. Plan Che.y.Ing Fee $ 1 OCT Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ /5- (' PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] MobilehomeOther ���`���"""'''llllll SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home lamW O.00ea ac,;) TYPE OF WORK New❑ Addition ❑ model Utilities or Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 800V OR LESS 100 AMP OR LESS 10.00 0 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW of p l y (check one): I declare under penaltyperjury F1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.Nj OR ACDNS. ACC. BLDGS. II 'hltsgft NEW CONSTR. MULTI -OUTLET NON.RESID BRANCH CIRC ITS 2.50 Be /POWER APPARATUS 6 SINGLE OUTLET CIR. (SINGLE Ex. OCCUp\( OR FIXTURES 200ewLO30130 FIXED Ex. Occup. OUTLETS P(RESI0.) IRE A.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 , Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. _ ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. - Notice to_Applicant: If_after making. this_ statement,_ should you become subject lo the W C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee T0.00 Heating Cooling - Hood 3.00 Ventilation Permit Fee --- - —S -- - — - -- Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC I CONST TYPE I - — TOTAL FEE $ ` HALcuA PARK SCHL FLD CDF PA PD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County -Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PFRIUIT FXPIRFq data Receipt No. N . . �. °• �'' to; P �� DIAMOND K A permit will : re I i . �Rr he �• t. i; I installation of '�e � LANE ' ,y�� • C'? (op' Ko,+J-CSC iPv F*1Z IZe °L u,v:p�aP ? LAGiMfN j �, pc�.�t 4 17 j•�` • fo 6; SYlv • rc cc Ce ,s is• m. E odav $4 "ofA vW %j fort w w r•p.. 5;(.40 �» _I ,.r '- Lt,e 50' Flom IZf�Q tic property of 50ft. from tile: +'cla':! r 39 centerline shall be clear of O �3 , ct •req or equipment except l�' A • mtru u ` rnr a 2 it. ea,dc. overhan-qi.}�G�09' n Ueq-r o, ., r %dsp It P� °BOE 1 NOTE: --All MatOrial: & ACCc%rdtance with � �.� 0. uality �cN�i1T' ^ MIJSi U. , '� . •1�+:-,�St-;P r�: �sr��; c��i ..._. }�-L-pk A i7U�G yiho •N �Zi }(.ai•;� v :i�,i � �'1 .' � ' ,n, r3 �' •'a•S' �i�i�1.Y' M Y r' f AP � ,d 71*4 4 NO 4,5' 'E ) kil 1Z• loo•oo i G 0 / CcKrwiujPier w�rcc�.w�c ��i►a,c.u-s 1 + 4 19-11 MEN 4 44 I . . �. °• �'' to; P �� DIAMOND K A permit will : re I i . �Rr he �• t. i; I installation of '�e � LANE ' ,y�� • C'? (op' Ko,+J-CSC iPv F*1Z IZe °L u,v:p�aP ? LAGiMfN j �, pc�.�t 4 17 j•�` • fo 6; SYlv • rc cc Ce ,s is• m. E odav $4 "ofA vW %j fort w w r•p.. 5;(.40 �» _I ,.r '- Lt,e 50' Flom IZf�Q tic property of 50ft. from tile: +'cla':! r 39 centerline shall be clear of O �3 , ct •req or equipment except l�' A • mtru u ` rnr a 2 it. ea,dc. overhan-qi.}�G�09' n Ueq-r o, ., r %dsp It P� °BOE 1 NOTE: --All MatOrial: & ACCc%rdtance with � �.� 0. uality �cN�i1T' ^ MIJSi U. , '� . •1�+:-,�St-;P r�: �sr��; c��i ..._. }�-L-pk A i7U�G yiho •N �Zi }(.ai•;� v :i�,i � �'1 .' � ' ,n, r3 �' •'a•S' �i�i�1.Y' M Y r' f AP � ,d 71*4 4 NO 4,5' 'E ) kil 1Z• loo•oo i G 0 / CcKrwiujPier w�rcc�.w�c ��i►a,c.u-s 1 + 4 19-11 MEN 4 44 OWNER %A M R t4 S Cb t- f PERMIT'�k MH UT IL . CLEARANCE DATE Z �� INSPECTOR ELECTRIC GAS. Support Compaction Struc. Test Req. Service Other. Pipe YESI NO YES NO Size Load Type Size Length � b z w,ss L_gG, 6o ' P(T ed�' t�jCl56t SAO* f f i�a�j cif' it - Iv ' Return Lo DPW AGRICULTURAL STAT"E'MENT OF ACKNOWLEDGEMENT -------����` ' 910�__�- Section 26-8.i o( the Butte County Code requLzen Lhia acknowledgement be recorded ' prior to issuance of. a building permit. '[he proper -Ly described herein is adjacent ` �o lnnd or included within an area zoned For uXricoi'ucnl purposes, nnd resident...; of this |/r,1x.rt.y m;y he yv|`]acc to ixcuo- '. ,rnipnc,a or, discomfort arising from Lhe upe o[ o ricu1/ura-1 chemicals, including, IML not limii-ed co herbicides, pesticides,. . and [erL.jlizory; and from the pursuit o[ a olt.urol operoLion a includin&, but not: ]imil:ed to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate (lust, smoke, noise, and odor. Butte Couhty has eaLuhliehc'\ ugrico]- Lura} zm`ca which have as u priority use for productive a8ricultural purposes, xxJ reyiJmoa within said zones and on adjacent property should be prepared to accept such inconvenience or discomfor-L from normal, necessary farm operations. All that' rea] property situate in the CounLy of Butte, State of California, described as [ollvwa: S -c-e- (3,*0,--c-�� Date: PROPERTY OWNERS: � SLute oL GA on this the 2~ day of - 19q before me, ) SS' the undersigned N Public, ,l.y appeared C000Ly o[I) PresenL A.P. No. _� Notary Publ.ic r��9roved to me on Lhe )kis is �o m,' --' of satisfactory pvidn".,. cu he t.he peraon(.9-) whoa (pr� 15 Slim. 10, 1995 My Comm. Upire lim. 10, 1995 subscribed to the within instrument and acknowledged ch" executed the same [oz the purposes tbe*reiu contained. TN WDNESS WHEREOF, I hereunto set my hand and official seal. PresenL A.P. No. _� Notary Publ.ic May 05 03 01:44p p.4 In oadsa to x �'1'.WOME r�} suite -tie FvAi9w of Ag I Id e.lbe Po �fo�tw-is-aot Yout pig Fes_ M"an to evo�� 1a =�e-�dt ao�ba lo-jums #- Dun 2rdano !lTtIRJIAID-RI�W- ASS€SSORS-PAKCEL NUMBER �ERt�t(i NI�ALBER 6.3 RESPONSE FOR PLAfV CHECK LETTER pa31'Ep: PLAN CHECK VMAI a _ RE3POIrgE 8-Y: ._ _... LOCATiBAI.ON P LOT j, Pl R1�1:CMEIA# P®DISE BY- - ----------------- PLANS tTEM 0 RESPONSE BY: CO�/ITION_ON PIANSICALCS. GOMMEMTS:. - 0 2 t700/200•d OT692b202S:01 2888b680zs 308:WOdJ Li:60 2002-22-AUW April 24, 2003 Bill and Elizabeth Brent 13363 Helltown Rd. Chico, CA 95928 t Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX i;,--�--�n�`e , Assessor Parcel Number: 011-350-045 Building Permit Number: 03-.0516 Thank you for submitting the plans for your building project. The plans have been reviewed and the plan examiner's comments are listed below. Please respond in writing to each item'by r completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL CONIlvIENTS: You must have 30 inches of side--to-'side clearance for 24'inches ih front of a)water closet: Your downstairs water closet does not comply. Please revise. Please show all plumbing fixtures in the upstairs bathroom so I may check them for clearances also. lease show the water •heaters and furnace on the plans. I'm sure they are in the mechanical room, but they should be called out on the plans. STRfJCTURAL COMNIENTS: ` Provide engineers wet stamp and signature on the structural calculations and all plan sheets co taming engineering requirements. The structural calculations and some plan sheets are tamped but not signed, Please have engineer sign these stamps as well. e ceiling joists appear to be over spanned. Please check and revise as necessary. Provide framing details for the decks, balconies and covered areas. Include posts and ootings. rovide beams on the plans as specified in the structural calculations. 5. lease indicate location of beams B4 through B7. Calculations were provided for these beams but they are not shown on the layout sheet. Please indicate where they are to be. located. 6. Specify ridge and hip beam sizes. ; J?Provide footings on the plans as specified in the structural calculations. Please indicate location of footings F7 and F8. Calculations were provided for these footings but they are not shown on the layout sheet. Please indicate where they are to be located. I If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Zin a Simpson Philo Hunt P.E. P , Plans Examiner Plan Check Engineer cc: Charles Roberts, P.E. 2 of 2 �.%3,.T�T.E' o o o ° RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND n_ .r MISCELLANEOUS ONLY Owner. Building Permit Number: Plans Examiner: ,L149ct 54.p` -on A. P. Number: G E iii E R_-kL: tel! Zoning requirements - (number of permitted living units). -17- Plans signed by the designer. �- Proper description of work on the application. - Existing violations on the property. Recorded notice of violation. Building permit valuation. PLOT PLA`: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills andior drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SR_ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) LOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable arra of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". When %vindo" s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). SkN-lights (Uniform Building Code section 2409 & 2603.7). Glaring in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 &tt measured to the lowest oroiection from the ceiling (Uniform Building Code section 310.6.11 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 fed in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes. bathroom. clothes closets or in a closet or other confined space opening brto a bath or bedroom (L;niform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedtoM oris a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code seedon 3064 Garage firewall separation - required on garage side including supporting walls and posts (Unilbt DM" Code section 302.4 exception #3). lr rider no circumstances shall a private garage have any opening into a room used for sleeping purposes (C;niform Building Code section 312.4). Food stove location - Alcove - UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 j Water closet clearances (Uniform Plumbing Code 408.5). 16. howtir compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). 7. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support RU loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced Wall panels anus be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comph with the Uniform Building Code. This must include the designer's "wet" scamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 184-C). S. Floor construction details complete enough to construct building. 6. Elevations and Wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. 8. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil — special foundation design required. 14. Retaining walls requiring design. 15. C**um wallboard nailing inspection required. -16.--If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be pro,6ded by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. Wr Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Dderiot plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). Foam insulation — protection. 36" haus and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). . Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. �W. Energy design compliance and supporting documentation. 1�- CDF responsible area requirements. BUII.DING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation cen.ificate. 3. ❑ Fire SprinUm required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lener. Pace -- , f STRUCTURAL CALCULATIONS RCE fob ##2001.052 for Bill Brent Brent Residence 13363 Helltown Road Chico, CA Calculation Index: Page /# • Project Layout • Gravity Analysis 2 — 3 • Lateral Analysis Ll — L5 • Beam Analysis BI — B9 • Footings Analysis Fl — F8 Revision Summary: Rev. 0 Rev. 1 02/21/03 Initial Issue 05/20/03 Changes made due to Plan Check comments dated April 24, 2003. 0 3 —OS/ BUTTE TY BUILDING �kk �°!'• US �/ z���3 CIVIL - STRUCTURAL ENGINEERING SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95973 phone: (530) 894-8833 - Fax: (530) 894-8882 fax ci@r-c-e.com - http://www.r-c-e.com Structural Calculations Criteria Project: Brent Residence Owner: Bill Brent Loaction: Chico, CA Date: February 21, 2003 Code: Unifrom Building Code, 1997 Edition. Code Enforcement: Butte County Building Department Loads: Seismic Design: Seismic Zone: 3 Importance factor: 1.0 Soil Profile Type: SD Seismic Source Type: A Closest Distance Seismic Source: N/A Wind Design: (Method 2) Wind Speed: 75 mph Exposure: C Soil Bearing: 1500 psf Notes: No Special Inspection is required for this project. RCE Job Number: 2001.052 Roberts consulting engineering does not represent that these calcultions or any specifications in connection therewith are suitable whether or not modified, for any other site than the one for which they were specifically prepared. Roberts consulting engineering disclaims responsibility for these plans and specifications if they are used whole or in part at any other site. Plans are not valid until reviewed and approved by appropriate governmental agencies CIVIL — STRUCTURAL ENGINEERING SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 - Fax: (530) 894=8882 fax ciP-r-c-e.com - http://www.r-c-e.com 1 BRENT RESIPENGE JOB #2000.052 SHEAR WALL, BEAM $ FOOTING LAYOUT F. ci B p 5'-6 " m r im BRLNT RES 1 DENGE JOB #2000.052 SHEAR WALL $ BEAM LAYOUT Page 2 2/21/03 - Lateral Analysis -Brent Res. R.C.E. Job 2001.052 Gravity Loads: Roof Dead Load 1/2" Ply 2.2 psf Slope= Tile Roofing 10.0 psf 5 Framing 5.0 psf to 5/8" Gyp. 2.8 psf 12 Insul. 1.0 psf Misc. 1.1 psf ota (sloped) ps ota o z ps ota (axial) ps Roof Dead Load 1/2" Ply 2.2 psf Slope= Tile Roofing 10.0 psf 3 Framing 5.0 psf to 5/8" Gyp. 2.8 psf 12 Insul. 1.0 psf Misc. 1.3 psf Roof Live Load Wall Dead Load (exterior Stucco) Wall Dead Load (Interior) Copydlght 200/ - Spyder Software ota (sloped) ps ota o z ps ota ax a psf nstruc on I O.V ps Stucco 10.0 psf 3/8 Ply. 1.8 psf 2x Framing @ 16" o.c. 1.7 psf Gyp. 2.2 psf Insul. 1.0 psf Misc. 1.3 psf IlTotalps 2x6 Framing @ 16" o.c. 1.7 psf Gyp. 2 sides 4.4 psf Misc. 1.9 psf 2/21/03 - Lateral Analysis -Brent Res. - R.C.E. Job 2001.052 . Floor Dead Load Flooring 5.0 psf Sheathing 2.5 psf Framing 5.0 psf 5/8" Gyp. 2.2 psf insul. 1.0 psf Misc. 1.3 psf Floor Live Load Copyright 200/ - Spyder Software Total 17. psf Residendal 40.0 psf P, ti 2/21/03 - Lateral Analysis - Brent Res. - R.C.E. Job 2001.052 UBC Wind Loads - Method 1 p= Ce•Cq•gsd IWW AI W IWR OWR OLR OPR Pm Pa P= Pa Pa pa Wind Speed: 40 75 mph Exposure: B where; 6.2 psf-@0 Ce = 0.62 @ 0 to 15' Ce = 0.67 @ 15 to 20' to 15' Ce = 0.72 @ 20 to 25' 5 to 20' Ce = 0.76 @ 25 to 30' 0 to 25' Ce = 0.84 @ 30 to 40' 5 to 30' Ce = 0.95 @ 40 to 60' 0 to 40' Cq = 0.8 (IWW) Inward @ Windward Wail to 60' Cq = 0.5 (OLW) Outward @ Leeward Wall Cq = 0.3 (IWR) Inward @ Windward Roof Cq = 0.9 (OWR) Outward @ Windward Roof Cq = 0.7 (OLR) Outward @ Leeward Roof Cq = 0.7 (OPR) Outward @ Parallel To Ridge qs = 14.4 psf I = 1 Importance Factor Roof Slope = 5 Rise to 12 Horiz. Normal Resultant Horizontal Pressure Force 7.1 psf = 29 lbs. (IWW) @ 0 to 15' 7.7 psf = 0 lbs. (IWW) @15 to 20' 4.8 psf = 19 lbs. (OLW) @ 15 to 20' 2.9 psf = 16 lbs. (IWR) @ 15 to 20' 6.7 psf = 37 lbs. MR) @ IS to 20' D = I I U I D - horlL 7.1 4.5 2.7 8.01 6.2 6.2 psf-@0 7.7 4.8 2.9 8.7 6.8 6.8psf -@1 8.3 5.2 3.1 9.3 7.3 7.3 psf-@2 8.8 5.5 3.3 9.8 7.7 7.7 psf- @ 2 9.7 6.0 3.6 10.9 8.5 8.5 psf - @ 3 10.9 6.8 4.1 12.3 9.6 9.6 psf- @ nd Loading Wall Lines 1-2 Mean Roof Height a 19.8 feet Uplift Pressure a 6.7 psf nd Loading Wall Lines 2-3, A-11 Mean Roof Height = 19.8 feet Uplift Pressure a 6.7 psf nd Loading Wall Lines 2-3, A -B Mean Roof Height a 17.0 feet Uplift Pressure = 6.5 psf Copyright 2001 - Spyder Software Tributary Normal Area 4.00 feet @ 0.00 feet @ 4.00 feet @ 5.50 feet @ 5.50 feet @ Tributary Normal Resultant Horizontal Area Pressure Force 0.00 feet @ 7.1 psf = 0 lbs. (IWW) @ 0 to 15' 4.00 feet @ 7.7 psf = 31 lbs. (IWW) @15 to 20' 4.00 feet @ 4.8 psf = 19 lbs. (OLW) @ 15 to 20' 7.50 feet @ 2.9 psf = 22 lbs. (IWR) @ 15 to 20' 7.50 feet @ 6.7 psf = 50 lbs. (OLR) @ 15 to 20' Fp = 122 plf - horiz. Tributary Normal Resultant Horizontal Area Pressure Force 8.00 feet @ 7.1 psf = 57 lbs. (IWW) @ 0 to 15' 0.00 feet @ 7.7 psf = 0 lbs. (IWW) @15 to 20' 8.00 feet @ 4.6 psf = 37 lbs. (OLW) @ 15 to 20' 0.00 feet @ 2.8 psf = 0 lbs. (IWR) @ 15 to 20' 0.00 feet @ 6.5 psf = 0 lbs. (OLR) @ 15 to 20' FD = 1 94 Dlf - horiz. 2/21/03 - Lateral Analysis - Brent Res. - R.C.E. Job 2001.052 1997 UBC Seismic Loads - Static Force Procedure where; V - (Cv•I)/(R•T) •W = 0.586 •W (Eqn 30-4) Z = 0.3 Zone 3 V = (2.5•Ca•I)/R'W = 0.164 •W (Eqn 30-5) 1 = 1.00 Importance Factor V = 0.11 •Ca•I •W = 0.059 •W (Eqn 30-6) hn = 17 feet R = 5.5 Plywood Shear Walls p= 0.164 •W (Eqn 30-5) governs Soil ProFlle Type Sp Seismic Source Type A Closest Distance Seismic Source n/a km Ct = 0.02 All other Buildings Foot print area, AB= 2906 ftz T - 0.167 (Method A) Ca = 0.36 Table 16-Q Cv = 0.54 Table 16-R Na = 1.00 Table 16-S Nv = 1.00 Table 16-T W = Building Weight Use 0% of Snow Load in the Seismic design. Seismic Roof Loading Tributary Weights = 25.00 feet of Roof @ 23.96 psf Wall Lines 1-2 8.00 feet of Ext. Wall @ 18.00 psf 0.00 feet of Int. Wall @ 8.00 psf 0.00 feet of Int. Floor @ 17.00 psf V IZZ p - o Z. ULT p o Seismic Roof Loading Tributary Weights = 33.00 feet of Roof @ 23.96 psf Wall Lines 2.3 8.00 feet of Ext. Wall @ 18.00 psf 4.00 feet of Int. Wall @ 8.00 psf 0.00 feet of Int. Floor @ 17.00 psf V- 1 158 p - or z. U IT 1 113 p o z. Seismic Floor Loading Tributary Weights = 0.00 feet of Roof @ 23.96 psf Wall Lines 2-3 16.00 feet of Ext. Wall (Stucco) @ 18.00 psf 8.00 feet of Int. Wall @ 8.00 psf 24.50 feet of Int. Floor @ 17.00 psf V 126 p - or z. ULT VU p - horiz. Seismic Roof Loading Tributary Weights = 37.00 feet of Roof @ 23.96 psf Wall Lines A -B 8.00 feet of Ext. Wall @ 18.00 psf 8.00 feet of int. Wall @ 8.00 psf 0.00 feet of Int. Floor @ 17.00 psf V- 1 17Y p - horiz. ULT p1t - horiz. Seismic Floor Loading Tributary Weights = 13.50 feet of Roof @ 23.96 psf Wall Lines A -B 16.00 feet of Ext. Wall @ 18.00 psf 8.00 feet of Int. Wall @ 8.00 psf 28.00 feet of InG Floor @ 17.00 psf V •p - oriz. ULT I 135 p - noriz. Copyright 200/ - Spyder Software 2/21/03 - Lateral Analysis - Brent Res. - R.C.E. job 2001.052 �j L3 Lateral Load Summary Roof Level Loadings Wall Line ID Tributary Length (ft.) Unit Loads Seismic Wind (P -1-f-) (P.i.f.) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case 2 14.75 113 122 1.67 1.80 Wind Controls 3 14.75 113 122 1.67 1.80 Wind Controls A 12.50 128 122 1.60 1.53 Seismic Controls B 12.50 128 122 1.60 1.53 Seismic Controls Lateral Load Summary Roof Level Loadings Wall Line ID Tributary Length (L) Unit Loads Seismic Wind (P -1-f-) (P -1-f-) Wali Loads Seismic 'Wind (kips) (kips) Controlling Load Case 1 3.75 87 101 0.33 0.38 Wind Controls 2 -South Side 3.75 87 101 0.33 0.38 Wind Controls 2 -North Side 14.75 90 94 1.32 1.39 Wind Controls 3 14.75 90 94 1.32 1.39 Wind Controls A 12.50 135 1 94 1.68 1.18 Seismic Controls B 1 12.50 135 1 94 1.68 1.18 Seismic Controls Copyright 2001 - Spyder Software +ArArrosj4ws- Iain e m •ro •u (141) (s4}1001) utx s q ul '1101109 w11 U- anoge 101 aft -PW myS aletd IIIS p11 1 W 1101109 au9 n &-a i01 atle-pry JeNs i111d IIIS 1) 1aa1 1 Taal aDIS 11aM MS =3 (19) I 1331 I 1331 aD1S IPPA I WIS 1R3 -1111- anoge 101 aSm4wV Jea4S a111d IIIS 'V t 8 19 M o d M 1' D01A�1 '1 salsaAs 8 Roual u3u4d110Inuo1lw 19 M M31USK SHE LL'o 9+00'a DOUN SaSSOAS 19 RP3ual udleAdeia le1um110 Vgiuss l0 isod xz 19 M ZQHdI I' W1O Du1M Neal 'V 8 91 H 0dx*M H 'f I 1' 1 L AWSK ul 19 M CCIWAI Sft.j, 421, 921,13 1 6f*ft — Igs 9s*o - 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f0/IZ/Z rJ :-�) us.-iIWA COMPANY PROJECT ® R.C.E. Brent Res. WoodWo Q)rks 3060 Thomtree Dr.#10 Chico CA 96973 13363 Helltown Road (530) 894-8833; fax (530) 894.8882 Chico, CA jOiWMEFORWOOD 0WGN cj@r-c-o.com R.C.E. 2000.080 Feb. 21, 2003 09:20:02 B1 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? 1 Dead Full Area 24 (6.00P, Bending(+) No 2 Constr. Full Area 16 (6. 00)y -Length No 3 Dead Full Area 18 (9.00) 0.54 = L/240 No 4 Dead Full Area 17 (8.00) 1.00 No 5 Live Full Area 40 (8.00) No -Tr1Durary w1acn l=L) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 10'-9" Dead 2457 _--- 2457 Live 2236 fv @d - 81 2236 Total 4693 Bending(+) 4693 Bearing: fb/Fb' = 0.82 2 Live Defl'n -Length 1.4 0.31 1.4 Timber -soft, D.Fir-L, No. 1, 6x12" Self Weight of 15.02 pif automatically included In loads; Lateral support: Tops full, Bottoms at supporta; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value Design Value Anal sis/Desin Shear fv @d - 81 Fv' = 85 fv/Fv' = 0.96. LC# Bending(+) fb - 1111 Fb' = 1350 fb/Fb' = 0.82 2 Live Defl'n 0.11 - <L/999 0.36 = L/360 0.31 2 Total Defl'n 0.30 = L/434 0.54 = L/240 0.55 - E' - 1.6 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+- 1350 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' - 85 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'- 625 1.00 1.00 - E' - 1.6 million 1.00 1.00 3 Bending(+): LC# 2 - D+L, M = 11224 lbs -ft Shear : LC# 2 - D+L, V - 4177, V@d = 3432 lbs Deflection: LC# 3 - D+L+C EI -1115.29e06 lb -int Total Deflection - 1.50(Defln dead) + Defln_Live. (D -dead L -live S -snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. '(5'30')'8'94"-'8833; OMPANY fax (53 PROJECT ® R.C.E. Brent Res. W.0.0dWo r ks 3060 Thomtree Chico CA 95973 13363 Helltown Road (530) 894-8833; fax (530) 894-8882 Chico, CA fO""'""POR WOOD JUMN cj@r-c-o.com R.C.E. 2000.080 Feb. 21, 2003 09:20:15 B2 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Live 3014 fv/Fv' = 0.72 Start End Start End Load? 1 Dead Full Area 17 (14.00) fb a 1306 No 2 Live Full Area 40 (14.00) 0.44 = L/360 No *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 13'-3" Dead 1359 Design Value 3466 290 Live 3014 fv/Fv' = 0.72 7684 Bending(+) 642 Total 4373 1.00 2 11151 fb a 1306 931 fb/Fb' = 0.55 1.00 2 Live Defl'n 0.16 - L/989 0.44 = L/360 0.36 Bearing: -Length 1.3 0.27 - L/590 3.3 0.41 1.0 Glulam-Reverse, VG West.DF, 24F -V8, 5-1/8x12" Self Weight of 14.61 plf automatically Included In loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value Design Value Analysis/Design Shear fv @d - 136 Fv' = 190 fv/Fv' = 0.72 Cr LC# Bending(+) fb - 1148 Fb' = 2400 fb/Fb' = 0.48 1.00 2 Bending(-) fb a 1306 Fb' = 2385 fb/Fb' = 0.55 1.00 2 Live Defl'n 0.16 - L/989 0.44 = L/360 0.36 2 Total Defl'n 0.27 - L/590 0.66 = L/240 0.41 - E' - 1.8 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+- 2400 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fb'-- 2400 1.00 1.00 1.00 0.994 1.00 1.000 1.00 1.00 2 Fv' - 190 1.00 1.00 1.00 2 Fcp'- 650 1.00 1.00 - E' - 1.8 million 1.00 1.00 2 Bending(+): LC# 2 - D+L, M - 11767 lbs -ft Bending(-): LC# 2 - D+L, M - 13389 lbs -ft Shear : LC# 2 - D+L, V - 6394, V@d = 5581 lbs Deflection: LC# 2 - D+L EI -1328.38e06 lb-in2 Total Deflection a 1.50(Defln dead) + Defln Live. (D -dead L -live S -snow W -wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used In the calculation of Cv is assumed to be unity for all cases. This Is conservative except where point loads occur at 113 points of a span (NDS Table 5.3.2). 3. Grades with equal bending capacity in the top and bottom edges of the beam cross-section are recommended for continuous beams. 4. GLULAM: bxd - actual breadth x actual depth. 6. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tenslon), Fcp(comp'n). COMPANY PROJECT ® R.C.E. Brent Res. 3060 Thomtree Dr.#10 Chico CA 95973 13363 Helltown Road IVWoodWorks (530) 894-8833; fax (530) 8948882 Chico, CA SORWAMFOR WOODOWGN cj@r-c-o.com R.C.E. 2000.080 Feb. 21, 2003 09:20:24 B3 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? 1 Dead Full Area 24 (6.00) Bending(+) No 2 Constr. Full Area 16 (6.00) Bearing: -Length No 3 Dead Full Area 18 (9.00) 0.79 L/240 No 4 Dead Partial Area 17 (6.00)y 0.00 8.50 No 5 Live Partial Area 40 (6.00) 0.00 8.50 No 6 Dead Triangular 68 0.00 8.50 15.75 No 7 Live Triangular 160 0.00 8.50 15.75 No 8 Wind Point 1 1667 1 12.50 1 No -Trloucary WIQLn tIL) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 16'-9" Dead 3248 �--_-_---_-_-- - 2944 Live 2424 fv @d - 90 2274 Total 5671 Bending(+) 5218 Fb' = 2400 fb/Fb' = 0.58 Fv' m 190 1.00 Live Defl'n Bearing: -Length 1.7 0.39 1.6 Glulam-Simple, VG West.DF, 24F -V4,5 -118x13-112" Self Weight of 16.43 plf automatically Included In loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value Design Value Anal sis/Desi n Shear fv @d - 90 Fv' = 190 fv/Fv' = 0.48 Cr LC# Bending(+) fb = 1402 Fb' = 2400 fb/Fb' = 0.58 Fv' m 190 1.00 Live Defl'n 0.21 = L/917 0.53 = L/360 0.39 Fcp'- 650 Total Defl'n 0.64 = L/293 0.79 L/240 0.82 E' = 1.8 million 1.00 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+- 2400 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' m 190 1.00 1.00 1.00 2 Fcp'- 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 4 Bending(+): LC# 2 - D+L, M - 18183 lbs -ft Shear : LC# 2 - D+L, V - 4915, V@d - 4168 lbs Deflection: LC# 4 - D+.75(L+C+W) EI=1891.38e06 lb-in2 Total Deflection - 1.50(Defln dead) + Defln Live. (D -dead L -live S -snow W -wind I -impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used In the calculation of Cv Is assumed to be unity for all cases. This is conservative except where point loads occur at 113 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd a actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Criterion t� Value COMPANY PROJECT Anal sis/Design Shear R.C.E. Brent Res. Fv' ,n' ® wood Chico CA 95973 Dr.fax 0 T94-883 = 0.76 Bending(+) Y Yorks (630)894-8833; fax (630)894-8882 (53 ; (6 Fb' = 1200 fOiwAf 1ORw0w0wGN cj@r-c-e.com R. C. E. 2001.055 fb = Feb. 21, 2003 09:20:36 Dfb1 1200 Design Check Calculation Sheet = 0.39 LOADS: ( lbs, psf, or pif ) 0.05 = Load Type Distribution Magnitude Location [ft] Pattern 0.29 = Start End Start End Load? 1 Dead Partial Area 15 (5.00) 0.00 8.00 No Total Defl'n 2 Live Partial Area 90 (5.00) 0.00 8.00 Yes <L/999 3 Dead Partial Area 15 (2.50) 8.00 16.00 No L/290 4 Live Partial Area 40 (2.50) 8.00 16.00 Yes 5 Live Partial UDL 50 50.00 8.00 16.00 Yes 6 Dead Point 752 8.50 No 7 Constr. Point 690 8.50 Yes *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 46 4M 0' 2' 7'-3" 16' Dead 133 72 1389 215 Live 438 1013 2259 590 Uplift 64 599 Total 572 1085 3698 805 Bearing: Length Timber -soft, D.Fir-L, No. 1, 6x8" Self Weight of 9.8 plf automatically Included in loads; Lateral support: Tops full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+- 1200 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 8 Fb'-- 1200 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 10 Fv' - 85 1.25 1.00 1.00 (CH = 1.000) 3 Fcp'- 625 1.00 1.00 - E' a 1.6 million 1.00 1.00 .22 Bending(+): LC# 8 v D+L (pattern: _L), M = 1469 lbs -ft Bending(-): LC#10 - D+L (pattern: _LL), M = 2032 lbs -ft Shear : LC# 3 D+L+C, V - 2400, V@d = 2222 lbs Deflection: LC#22 D+L+C (pattern: XOE) EI= 309.37e06 lb -int Total Deflection o 1.50(Defln_dead) + Defln Live. (D -dead L -live S -snow W -wind I -impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s -S/2, X-L+S or L+C, -=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Criterion Analysis Value Design Value Anal sis/Design Shear fv @d = 81 Fv' 106 fv/Fv' = 0.76 Bending(+) fb s 342 Fb' = 1200 fb/Fb' = 0.28 Bending(-) fb = 473 Fb' = 1200 fb/Fb' = 0.39 Live Defl'n 0.05 = <L/999 0.29 = L/360 0.16 Total Defl'n 0.08 m <L/999 0.99 = L/290 1.0 1.0 1.0 1.1 Criterion Analysis Value Design Value Anal sis/Design Shear fv @d = 81 Fv' 106 fv/Fv' = 0.76 Bending(+) fb s 342 Fb' = 1200 fb/Fb' = 0.28 Bending(-) fb = 473 Fb' = 1200 fb/Fb' = 0.39 Live Defl'n 0.05 = <L/999 0.29 = L/360 0.16 Total Defl'n 0.08 m <L/999 0.99 = L/290 0.18 COMPANY PROJECT ® R.C.E. Brent Res. 'Wood Wor ks (53 0 Thorntree 833; Dr.fax (63 Chico CA 96873 (530)894-8833; fax(630)894-8882 iomvare Par woon MIGN cj@r-c-o.com R. C. E. 2001.055 Feb. 21, 2003 09:20:49 Drb1 Design Check Calculation Sheet LOADS: ( lbs, pst, or pif ) Load Type Distribution Magnitude Location [ft) Pattern 320 .Total Start End Start End Load? 1 Dead Full Area 22 (4.00) Bearing: Length No 2 Constr. Full Area 20 (4.00) 0.04 - Yes -Tr1DUtary Wlatn tIt) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' a• Dead 376 Value 376 Live 320 320 .Total 696 Fv' = 696 fv/Fv' = 0.29 Bending(+) fb - Bearing: Length 1.0 1422 1.0 4xbeams, D.Fir-L, No. 2,4x8" Self Weight of 6.03 plf automatically Included in loads; Lateral support: Top* full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 35 Fv' = 119 fv/Fv' = 0.29 Bending(+) fb - 545 Fb' = 1422 fb/Fb' = 0.38 Live Defl'n 0.04 - <L/999 0.27 = L/360 0.16 Total Defl'n 0.11 - L/838 0.40 = L/240 0.29 ADDITIONAL DATA: FACTORS: F CD ' CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.25 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' a 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' - 1.6 million 1.00 1.00 2 Bending(+): LC# 2 - D+C, M - 1392 lbs -ft Shear : LC# 2 = D+C, V - 696, V@d = 591 lbs Deflection: LC# 2 = D+C EI- 177.84e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L=live S -snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s -S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT R. C. E. Brent Res. Wood Wo r ks® 3060 Thorntree Dr. Suite #10 Chico, CA 95973 SOFIWARFF'OR WOODDF:SIGN (530) 894-8833 - fax (530) 894-8882 R. C. E. 2001.055 May 20, 2003 14:44:50 FLRGRT Design Check Calculation Sheet LOADS: ( Ibs, psf, or plf ) *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 6' 12' 18' Dead Load Type Distribution Magnitude Location [ft] Pattern Live 1296 3456 = 0.89 3456 Start End Start End Load? 2102 5674 = 0.46 1 Dead Full Area 28 (12.00) 1.0 No fb/Fb' 2 Live Full Area 40 (12.00) <L/999 Yes L/360 *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 6' 12' 18' Dead 806 2218 Desi n 2218 Analysis/Design 806 Live 1296 3456 = 0.89 3456 fb = 1296 Total 2102 5674 = 0.46 5674 Bending(-) 2102 Bearing: 1.0 2.6 fb/Fb' 2.61 1.0 -Length 4xbeams, D.Fir-L, No. 2,4x12" Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC #### WARNING: Member length exceeds typical stock length of 16.0 [ft] SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Desi n Value Analysis/Design Shear fv @d = 85 Fv' = 95 fv/Fv' = 0.89 Bending(+) fb = 440 Fb' = 962 fb/Fb' = 0.46 Bending(-) fb = 524 Fb' = 961 fb/Fb' = 0.55 Live Defl'n 0.02 = <L/999 0.20 = L/360 0.08 Total Defl'n 0.03 = <L/999 0.30 = L/240 0.09 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.00 1.00 1.00 1.000 1.10 1.000 1.00 1.00 7 Fb'-= 875 1.00 1.00 1.00 0.999 1.10 1.000 1.00 1.00 5 Fv' = 95 1.00 1.00 1.00 (CH = 1.000) 5 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 7 Bending(+): LC# 7 = D+L (pattern: L_L), M = 2708 lbs -ft Bending(-): LC# 5 = D+L (pattern: LL_), M = 3226 lbs -ft Shear : LC# 5 = D+L (pattern: Lt_), V = 2986, V@d = 2221 lbs Deflection: LC# 7 = D+L (pattern: L -L) EI= 664.45e06 lb -int Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. r.�> A (cI WE WoodWorksR. COMPANY C. E. 3060 Thorntree Dr. Suite #10 PROJECT Brent Res. Chico, CA 95973 SOF/WAOZEFOR WOOD DESIGN (530) 894-8833 - fax (530).894-8882 R. C. E. 2001.055 May 20, 2003 14:52:04 RJ1 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location (ft) Pattern Start End Start End Load? 1 Dead Full Area 17 (29.0) No 2 Constr. Full Area 16 (29.0) Yes *Tributary Width (in) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 2'-8.5" 0' 2'-6" 15' Dead 330 222 Live 287 200 Total 617 923 Bearing: -Length 0.0 1.0 1.0 Lumber -soft, D.Fir-L, No.2, 2x10" Spaced at 24" c/c; Slope: 22.6 deg;, Total length: 16'-3", Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Desi n Value Analysis/Design Shear fv @d = 90 Fv' = 119 fv/Fv' = 0.39 Bending(+) fb = 723 Fb' = 1423 fb/Fb' = 0.51 Bending(-) fb = 121 Fb' = 1359 fb/Fb' = 0.09 Live Defl'n 0.08 = L/389 0.18 = L/180 0.96 Total Defl'n 0.20 = L/161 0.27 = L/120 0.79 (a cantilever span governs deflection) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.10 1.000 1.00 1.15 4 Fb'-= 900 1.25 1.00 1.00 0.955 1.10 1.000 1.00 1.15 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 4 Bending(+): LC# 4 = D+C (pattern: M = 1288 lbs -ft _C), Bending(-): LC# 2 = D+C, M = 215 lbs -ft Shear : LC# 2 = D+C, V = 413, V@d = 368 lbs Deflection: LC# 4 = D+C (pattern: C) EI= 158.29e06 lb -int Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. SLOPED BEAMS: level bearing is required for all sloped beams. Tjg$ COMPANY PROJECT Wood Wo r k s® R. C. E. Brent Res. 3060 Thorntree Dr. Suite #10 13363 Helltown Road Chico, CA 95973 Chico, CA SORWARF FOR WOOD OFSIGN (530) 894-8833 - fax (530) 894-8882 R.C.E. 2000.080 May 20, 2003 14:44:22 CLNGJST Design Check Calculation Sheet LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Location (ft] Pattern Total 261 261 Start End Start End Load? 1 Dead I Full Area 5 (29.0) 1.25 No 2 Constr.1 Full Area 10 (29.0) 1.00 No -111UUCdry WXULn (ln) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 16' Dead 101 101 Live 160 160 Total 261 261 Bearing: Fv' = Fb' = 0.53 = 0.80 = 119 1552 L/360 L/290 1.0 1.0 Length Lumber -soft, D.Fir-L, No.2, 2x8" Spaced at 24" Gc; Self Weight of 2.58 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ICBG -UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion lAnalysis Value [Design ValueAnal sis/Desi n CD Shear Bending(+) Live Defl'n Total Defl'n fv @d = fb = 0.39 = 0.75 = 33 952 L/996 L/255 Fv' = Fb' = 0.53 = 0.80 = 119 1552 L/360 L/290 fv Fv' = 0.28 fb/Fb' = 0.61 0.73 .0.99 1.00 1.000 1.20 1.000 1.00 1.15 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.20 1.000 1.00 1.15 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 1093 lbs -ft Shear : LC# 2 = D+C, V = 261, V@d = 291 lbs Deflection: LC# 2 = D+C EI= 76.2le06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. am COMPANY PROJECT WoodWnrks® R. C. E. BrentRes. 3060 Thorntree Dr. Suite #10 13363 Helltown Road Chico, CA 95973 Chico, CA OMN (530) 894-8833 - fax (530) 894-8882 R.C.E. 2000.080 May 20, 2003 14:44:31 CLNGJST2 Design Check Calculation Sheet LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern fv @d = 32 fb = 913 0.28 = L/513 0.53 = L/270 120 Total Start End Start End Load? 1 Dead Full Area 5 (24.0)1 1.0 No 2 Constr. Full Area 10 (24.0) 1.00 No -rrxvuLary wiaLn tin) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 12' Dead 72 Design Value 72 Live 120 fv @d = 32 fb = 913 0.28 = L/513 0.53 = L/270 120 Total 192 1.00 •1.000 1.30 1.000 1.00 1.15 192 Bearing: 1.00 1.00 (CH = 1.000) 2 1.0 1.00 1.0 Length Lumber -soft, D.Fir-L, No.2, 2x6" Spaced at 24" c1c; Self Weight of 1.96 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value al sis/Desi n FACTORS: F CD Shear Bending(+) Live Defl'n Total Defl'n fv @d = 32 fb = 913 0.28 = L/513 0.53 = L/270 Fv' = 119 Fb' = 1682 0.40'= L/360 0.60 = L/240 rfv/Fv'= 0.27 fb/Fb' = 0.54 0.70 0.89 1.00 1.00 •1.000 1.30 1.000 1.00 1.15 2 FIV ' = 95 1.25 1.00 1.00 (CH = 1.000) 2 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 •1.000 1.30 1.000 1.00 1.15 2 FIV ' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 575 lbs -ft Shear : LC# 2 = D+C, V = 192, V@d = 177 lbs Deflection: LC# 2 = D+C EI= 33.27e06 lb -int Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 2/21/03 8:50:43 AM c r Company Info I Project Info R. C. E. (Project: Brent Res. 3060 Thorntree Dr.; Suite 10 (Location: 13363 Helltown Road Chico, CA, 95973 1 Chico, CA Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2000.080 E-mail: cj@r-c-e.com (Footing Id: F1 Beam 1 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ ConcreteType ...................................................... ConcreteCover ..................................................... Steel Ultimate Strength, Fy......................................... ColumnSize ........................................................ Allowable Soil Bearing Strength ...................... ............ Wind Load Soil Bearing Strength, (1.33 increase) ..................... Seismic Load Soil Bearing Strength, (1.33 increase) ................ FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... PunchingShear Stress .............................................. BeamShear Stress .................................................. ReinforcingStandards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required Inside Column Strip....... Transverse Bottom Reinforcement Required Outside Column Strip...... GravityOnly Soil Bearing .......................................... Wind Load Soil Bearing ............................................. Seismic Load Soil Bearing....... .................................... 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 1.500 ksf 1.995 ksf 1.995 ksf 1.00 ft. 4.00 ft. 12.00 in. 26.06 psi 18.49 psi ASTM -A615 .11 in' (1-()4) .00 in= .00 in' 1.233 ksf 1.233 ksf 1.233 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1A DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.46 0.00 0.00 Live Load 2.24 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W o 1.00' As 1-#4 Bars Cover = 3.00" Foot2000 v2.1.63, Copyright m 1999-2001 Spyder Software 2/21/03 8:50:47 AM Company Info I Project Info R. C. E. (Project: Brent Res. 3060 Thorntree Dr.; Suite 10 (Location: 13363 Helltown Road Chico, CA, 95973 1 Chico,.CA Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2000.080 E-mail: cj@r-c-e.com IFooting Id: F2 Beam 2 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ ConcreteType ...................................................... ConcreteCover ..................................................... Steel Ultimate Strength, Fy........................................ ColumnSize ........................................................ Allowable Soil Bearing Strength .................................... Wind Load Soil Bearing Strength, (1.33 increase) ................... Seismic Load Soil Bearing Strength, (1.33 increase) ................ FootingWidth ...................................................... FootingLength ..................................................... FootingDepth ...................................................... PunchingShear Stress .............................................. BeamShear Stress .................................................. ReinforcingStandards per .......................................... Longitudinal Bottom Reinforcement Required for Strength............ Transverse Bottom Reinforcement Required Inside Column Strip....... Transverse Bottom Reinforcement Required Outside Column Strip...... GravityOnly Soil Bearing .......................................... WindLoad Soil Bearing ............................................. Seismic Load Soil Bearing ............................................ LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 2.00 ksi HardRock 3.0 in. 40.0 ksi 6.00 in. by 6.00 in. 1.500 ksf 1.995 ksf 1.995 ksf 1.00 ft. 4.00 ft. 12.00 in. 25.33 psi 17.94 psi ASTM -A615 .10 in' (1-114) .00 in' .00 in' 1.153 ksf 1.153 ksf 1.153 ksf 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.36 0.00 0.00 Live Load 3.01 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 1.00, As 1-#4 Bars Cover = :::::3.00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 2/21/03 8:50:52 AM Company Info I R. C. E. (Project: 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 1 Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: E-mail: cj@r-c-e.com (Footing Id: Beam 2 Project Info Brent Res. 13363 Helltown Road Chico, CA 2000.080 F3 R; f: 3 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi ConcreteType ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................40.0 ksi ColumnSize ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength ................................ 1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33. increase) ................ 1.995 ksf FootingWidth ...................................................... 3.00 ft. Footing Length.... ............................................... 3.00 ft. FootingDepth ...................................................... 18.00 in. Punching Shear Stress .............................................. 10.91 psi BeamShear Stress.......... ..................................... .48 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .11 in' (1-##4) Transverse Bottom Reinforcement Required for Strength .............. .11 in' (1-##4) Gravity Only Soil Bearing .......................................... 1.329 ksf Wind Load Soil Bearing ............................................. 1.329 kaf Seismic Load Soil Bearing .......................................... 1.329 kaf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1..7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 3.47 0.00 0.00 Live Load 7.68 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 X W 3.00' As 1-##4 Bars Cover:::�= 3.00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 2/21/03 8:50:56 AM RI Pq Company Info I Project Info R. C. E. (Project: Brent Res. 3060 Thorntree Dr.; Suite 10 (Location: 13363 Helltown Road Chico, CA, 95973 1 Chico, CA Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2000.080 E-mail: cj@r-c-e.com IFooting Id: F4 Beam 2 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi ConcreteType ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy.. ............40.0 ksi Column Size.......................................................6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf Footing Width..... .............................................. 1.00 ft. FootingLength ...................................................... 1.00 ft. FootingDepth ...................................................... 12.00 in. Punching Shear'Stress............................................... n/a psi BeamShear Stress .................................................. 2.44 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength..'.......... .00 in' Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity Only Soil Bearing .......................................... .992 ksf Wind Load Soil Bearing ............................................. .992 ksf Seismic Load Soil Bearing .......................................... .992 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1A DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 0.29 0.00 0.00 Live Load 0.64 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d 12.00" X W - 1.00' :::::T3. over 00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 2/21/03 8:51:02 AM &F5' Company Info I Project Info R. C. E. (Project: Brent Res. 3060 Thorntree Dr.; Suite 10 (Location: 13363 Helltown Road Chico, CA, 95973 1 Chico, CA Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2000.080 E-mail: cj@r-c-e.com (Footing Id: F5 Beam 3 FOUNDATION PAMMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi ConcreteType ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy............................ ............ 40.0 ksi ColumnSize ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf FootingWidth ...................................................... 2.00 ft. FootingLength ..................................................... 2.00 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress .............................................. 11.67 psi BeamShear Stress .................................................. .89 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 in' Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity Only Soil Bearing .......................................... 1.478 ksf Wind Load Soil Bearing .......................... '.................... 1.478 ksf Seismic Load Soil Bearing .......................................... 1.478 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 3.25 0.00 0.00 Live Load 2.42 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d = 12.00" X W = 2.00' Cover 3.00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 2/21/03 8:51:06 AM P f/ Company Info I Project Info R. C. E. (Project: Brent Res. 3060 Thorntree Dr.; Suite 10 (Location: 13363 Helltown Road Chico, CA, 95973 1 Chico, CA Phone: (530) 899-8833 (Client: Fax: (530) 899-8882 (Job No.: 2000.080 E-mail: cj@r-c-e.com (Footing Id: F6 Beam 3 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi . ConcreteType ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 90.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf Footing Width......... ............. ................................ 2.00 ft. FootingLength ..................................................... 2.00 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress .............................................. 10.79 psi Beam Shear Stress .................................................. .82 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 in' Transverse Bottom Reinforcement Required for Strength ............... .00 in' Gravity Only Soil Bearing .......................................... 1.365 ksf Wind Load Soil Bearing ............................................. 1.365 kef Seismic Load Soil Bearing .......................................... 1.365 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.9DL 1A DL + 1.7LL 1.9DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS:. Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.99 0.00 0.00 Live Load 2.27 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d 12.00" X W - 2.00' ::::T3. over00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software Company Info I R. C. E. (Project: 3060 Thorntree Dr.; Suite 10 (Location: Chico, CA, 95973 I Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: E-mail: cj@r-c-e.com IFooting Id Floor Girt system FOUNDATION PARAMETERS 5/20/2003 2:45:16 PM Project Info Brent Res. 13363 Helltown Road Chico, CA 2000.080 F7 F`1 F:T Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi ConcreteType ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................40.0 ksi Column Size........................................................6.00 in. by 6.00 in. Allowable Soil Bearing Strength....................................1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf Footing Width ...................................................... 2.00 ft. FootingLength ..................................................... 2.00 ft. FootingDepth ....................................................... 12.00 in. PunchingShear Stress .............................................. 12.07 psi BeamShear Stress .................................................. .92 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 in, Transverse Bottom Reinforcement Required for Strength .............. .00 in' Gravity Only Soil Bearing .......................................... 1.479 ksf Wind Load Soil Bearing ............................................. 1.479 ksf Seismic Load Soil Bearing .......................................... 1.479 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1A DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + i.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.22 0.00 0.00 Live Load 3.46 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 2.00' i Cover - 3.00" Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 2/21/03 8:51:18 AM P Company Info I Project Info R. C. E. (Project: Brent Res. 3060 Thorntree Dr.; Suite 10 (Location: 13363 Helltown Road Chico, CA, 95973 1 Chico, CA Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2000.080 E-mail: cj@r-c-e.com IFooting Id: F8 Deck beam FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c......................... 2.00 ksi ConcreteType ...................................................... HardRock ConcreteCover ..................................................... 3.0 in. Steel Ultimate Strength, Fy........................................40.0 ksi ColumnSize ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.500 ksf . Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf FootingWidth ...................................................... 1.75 ft. FootingLength ..................................................... 1.75 ft. FootingDepth ...................................................... 12.00 in. PunchingShear Stress .............................................. 6.57 psi BeamShear Stress ....................................... n/a psi Reinforcing Standards per'.... ........................ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength ............ .00 in= Transverse Bottom Reinforcement Required for Strength.... ........ .00 in' Gravity Only Soil Bearing .......................................... 1.268 ksf Wind Load Soil Bearing .............................................. 1.268 ksf Seismic Load Soil Bearing ........................................... 1.268 ksf LOADING PARAMETERS - FACTORED LOAD CASES CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) Mz, (ft -kips) Dead Load 1.40 0.00 0.00 Live Load 2.30 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads .0.00 0.00 0.00 d = 12.00" X W = 1.75' ::: T3. over 00" 0 STRUCTURAL CALCULATIONS RCE Job #2001.052 Calculation Index: for Bill Brent Brent Residence 13363 Helltown Road Chico, CA Page # • Project Layout 1 —2 • Gravity Analysis 3 — 4 • Lateral Analysis Ll — L5 • Beam Analysis BI — B13 • Footings Analysis. FI — F9 Revision Summary: Rev. 0 Rev. 1 Rev. 2 02/21/03 05/20/03 05/28/03 Initial Issue Changes made due to Plan Check comments dated April 24, 2003. Added Hip beam, roof rafter and beam B4 analysis. Added footing F9 analysis. CIVIL — STRUCTURAL EENGINEERING SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 - Fax: (530) 894-8882 fax dor-c-e.com - http://www.r-c-e.com Structural Calculations Criteria Project: Brent Residence Owner: Bill Brent Loaction: Chico, CA Date: February 21, 2003 Code: Unifrom Building Code, 1997 Edition. Code Enforcement: Butte County Building Department Loads: Seismic Design: Seismic Zone: 3 Importance factor: 1.0 Soil Profile Type: So Seismic Source Type: A Closest Distance Seismic Source: N/A Wind Design: (Method 2) Wind Speed: 75 mph Exposure: C Soil Bearing: 1500 psf Notes: No Special Inspection is required for this project. RCE job Number: 2001.052 Roberts consulting engineering does not represent that these calcultions or any specifications in connection therewith are suitable whether or not modified, for any other site than the one for which they were specifically prepared. Roberts consulting engineering disclaims responsibility for these plans and speciflcations if they are used whole or in part at any other site. Plans are not valid until reviewed and approved by appropriate governmental agencies CIVIL — STRUCTURAL ENGINEERING SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 - Fax: (530) 894-8882 fax ci@r-c-e.com - http://www:r-c-e.com BRENT RESIDENCE JOB #2000.052 Page SHEAR WALL, BEAM � FOOTINS LAYOUT a - F., A ci m r v BRENT RESIDENCE JOB #2000.052 SHEAR WALL 4 BEAM LAYOUT a If P g 3.2 COMPANY PROJECT WoodW6rks® R. C. E. Brent Res. 3060 Thorntree Dr. Suite #10 13363 Helltown Road Chico, CA 95973 Chico, CA I (530) 894-8833 - fax (530) 894-8882 R.C.E. 2000.080 May 28, 2003 09:42:41 B3 Design Check Calculation Sheet OFM""' 7 - LOADS: LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? 1 Dead Full Area 24 (6.00)1, 1.7 No 2 Constr. Full Area 16 (6.00P 0.53 = L/360 No 3 Dead Full Area 18 (9.00P 0.86 No 4 Dead Partial Area 17 (6.00)i 0.00 8.50 No 5 Live Partial Area 40 (6.00)1 0.00 8.50 No 6 Dead Triangular 68 0.00 8.50 15.75 No 7 Live Triangular 160 0.00 8.50 15.75 No 8 1 Wind Point 1 1667 1 12.50 1 No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 15'-9" Dead 3257 2953 Live 2424 2274 Total 5681 5227 Bearing: 1.7 1.5 Len th Timber -soft, D.Fir-L, No. 1, 6x14" Self Weight of 17.64 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; 'Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Anal sis Value Desi n Value Anal sis/Desi n CM Ct CL CF CV Cfu Cr Shear fv @d = 84 Fv' = 85 fv Fv' = 0.99 Bending(+) fb = 1309 Fb' = 1336 fb/Fb' = 0.98 1.00 1.00 Live Defl'n 0.22 = L/875 0.53 = L/360 0.41 Bending(+): LC# 2 = Total Defl'n 0.68 = L/279 0.79 = L/240 0.86 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1350 1.00 1.00 1.00 1.000 0.99 1.000 1.00 1.00 2 Fv' = 85 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 4 Bending(+): LC# 2 = D+L, M = 18221 lbs -ft Shear : LC# 2 = D+L, V = 4925, V@d = 4176 lbs Deflection: LC# 4 = D+.75(L+C+W) EI=1804.25e06 lb-in2 Total Deflection = 1.50(Defln dead) + Defln Live. (D -dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. e 510 - COMPANY PROJECT R. C. E. Brent Res. WoodWorks® Chic , CA 95 a Dr. Suite #10 13363 Helltown Road Chico, CA 85973 Chico, CA SOFTWARE FOR WOOD OESIGN (530) 894-8833 - fax (530) 894-8882 R.C.E. 2000.080 May 28, 2003 09:45:44 hip Design Check Calculation Sheet LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft) Pattern Total 2677 1745 Start End Start End Load? 1 Dead Triangular 0 180.00 0.00 7.75 No 2 Constr. Triangular 0 160.00 0.00 7.75 No 3 Dead Triangular 0 216.00 7.75 21.50 No 4 Constr. Triangular 0 192.00 7.75 21.50 Yes MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 14'.5.9" 0' 21'-6" Dead 15161 966 Live 1160 780 Total 2677 1745 Bearing: Length 0.0 1.9 1.0 Lumber n -ply, D.Fir-L, No.2, 2x12", 2-Plys Slope: 18.4 deg;, Total length: 22'-8", Self Weight of 8.02 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Repetitive factor. applied where permitted(refer to online help); Load combinations: ICBO-UBC #### WARNING: Member length exceeds typical stock length of 18.0 [ft] I SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value Desi n Value Anal sis/Desi n Shear fv @d - 57 FU 119 fv Fv' = 0.48 Bending(+) fb - 721 Fb' - 1125 fb/Fb' = 0.64 Bending(-) fb - 712 Fb' = 1097 fb/Fb' = 0.65 Live Defl'n 0.26 = L/381 0.54 - L/180 0.47 Total Defl'n 0.29 - L/336 0.82 = L/120 0.36 (a cantilever span governs deflection) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+- 900 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fb'-- 900 1.25 1.00 1.00 0.975 1.00 1.000 1.00 1.00 2 Fv' - 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' - 1.6 million 1.00 1.00 3 Bending(+): LC# 2 - D+C, M - 3802 lbs -ft Bending(-): LC# 2 = D+C, M - 3755 lbs -ft Shear : LC# 2 - D+C, V - 1621, V@d = 1274 lbs Deflection: LC# 3 - D+C (pattern: C_) EI- 284.76eO6 lb-in2/ply Total Deflection = 1.50(Defln dead) + Defln Live. (D -dead L=live S=snow. W=wind I -impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s -S/2, X-L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantitevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 5. SLOPED BEAMS: level bearing is required for all sloped beams. COMPANY PROJECT WoodWor'ks® R. C. , Brent Res. 3060 Thomtree Dr. Suite #10 13363 Helltown Road Chico, CA 95973 Chico, CA SOETVAREEON WOOD Of -SIGN (530) 894-8833 - fax (530) 894-8882 R.C.E. 2000.080 May 28, 2003 09:45:53 hip2 Design Check Calculation Sheet LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ftl Pattern Total Fv' = 119 2251 997 Start End Start End Load? 1 Dead Triangular 0 180.00 0.00 7.00 No 2 Constr. Triangular 0 160.00 0.00 7.00 No 3 Dead Triangular 0 216.00 7.00 16.00 No 4 Constr. Triangular 0 192.00 7.00 16.00 Yes MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 7'-4.5- 0. 7' Fo, B 11 16' Dead Analysis Value 1275 549 Live 976 448 Total Fv' = 119 2251 997 CD Bending(+) fb = 220 Bearing: Length 0.0 1.21 1.0 Lumber n -ply, D.Fir-L, No.2, 2x12", 2-Plys Slope: 18.4 deg;, Total length: 16'-10.4", Self Weight of 8.02 plf automatically Included in loads; Lateral support Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and In) Criterion Analysis Value Design Value Ani lsis/Design Shear fv @d = 42 Fv' = 119 fv Fv' = 0.35 CD Bending(+) fb = 220 Fb' = 1125 fb/Fb' = 0.20 1.25 Bending(-) fb - 581 Fb' = 1100 fb/Fb' = 0.53 1.25 Live Defl'n 0.14 - L/652 0.49 = L/180 0.28 1.25 Total Defl'n 0:29 - L/306 0.74 = L/120 0.39 DESIGN NOTES: 1. Please verity that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 5. SLOPED BEAMS: level bearing is required for all sloped beams. (a cantilever span governs deflection) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+- 900 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fb'-- 900 1.25 1.00 1.00 0.977 1.00 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'- 625 1.00 1.00 - E' - 1.6 million 1.00 1.00 3 Bending(+): LC# 2 = D+C, M - 1160 lbs -ft Bending(-): LC# 2 - D+C, M = 3063 lbs -ft Shear : LC# 2 = D+C, V - 1217, V@d = 936 lbs Deflection: LC# 3 = D+C (pattern: C_) EI- 284.76e06 lb-in2/ply Total Deflection - 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verity that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 5. SLOPED BEAMS: level bearing is required for all sloped beams. COMPANY PROJECT WoodW- o rks® R. C. E. Brent Res. 3060 Thorntree Dr. Suite #10 Chico, CA 95973 SOFTWARE FOS WOOD DESIGN (530) 894-8833 - fax (530) 894-8882 R. C. E. 2001.055 May 28, 2003 09:46:03 RJ2 Design Check Calculation Sheet LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ft] Pattern 291 104 Total Start End Start End Load? 1 Dead Full Area 17 (24.0) fb = 391 No 2 Constr. Full Area 16 (24.0) 0.32 = L/180 Yes *Tributary Width (in) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 7'-0.5" 5" 4'-6" EZA Dead Analysis Value 335 71 Live Shear 291 104 Total 625 175 Bearing: Length 0.0 1.0 1.0 Lumber -soft, D.Fir-L, No.2, 2x10" Spaced at 24" c/c; Slope: 22.6 deg;, Total length: 11'-11', Lateral support: Top= full, Bottom= at supports; Repetitive factor: applied where permitted(refer to online help); Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Anal sis/Desi n governs Shear fv @d = 28 Fv' = 119 fv Fv' = 0.24 Bending(+) fb = 113 Fb' = 1423 fb/Fb' = 0.08 Bending(-) fb = 391 Fb' = 1074 fb/Fb' = 0.36 CD Live Defl'n 0.06 = L/950 0.32 = L/180 0.19 Cfu Cr Total Defl'n 0.13 = L/445 0.49 = L/120 0.27 1.00 Bending(+): LC# 4 = D+C (pattern: C), M = 201 lbs -ft Bending(-): LC# 3 = D+C (pattern: C ), M = 697 lbs -ft Shear : LC# 2 = D+C, V = 306, V@d = 260 lbs Deflection: LC# 3'= D+C (pattern: C_) EI= 158.29e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of.2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. SLOPED BEAMS: level bearing is required for all sloped beams. (a cantilever span governs deflection) ADDITIONAL DATA: FACTORS: F' CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 900 1.25 1.00 1.00 1.000 1.10 1.000 1.00 1.15 4 Fb'-= 900 1.25 1.00 1.00 0.755 1.10 1.000 1.00 1.15 3 Ell = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 3 Bending(+): LC# 4 = D+C (pattern: C), M = 201 lbs -ft Bending(-): LC# 3 = D+C (pattern: C ), M = 697 lbs -ft Shear : LC# 2 = D+C, V = 306, V@d = 260 lbs Deflection: LC# 3'= D+C (pattern: C_) EI= 158.29e06 lb-in2 Total Deflection = 1.50(Defln_dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of.2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. SLOPED BEAMS: level bearing is required for all sloped beams. ' WoodWorkso R. . C. E, 3060 Thorntree Dr. Suite #10 PROJE, CT , Brent Res. 'C'A' 13363 wn Road Design ChicoCOMP CAANY 95973 C'A' ChicoCA SORWARF FOR WOOD DESIGN (530) 894-8833 - fax (530) 894-8882 R.C.E. 2000.080 Fv' = May 28, 2003 13:03:31 B4 Design Check Calculation Sheet 1.1 LOADS: ( lbs, psf, or pif ) 1.0 Load Type Distribution Magnitude Location [ft] Pattern fb/Fb' = 0.68 Start End Start End Load? 0.12 = 1 Dead Point 1275 2.25 No '0.37 = 2 Constr. Point 976 2.25 No 0.33 3 Dead Full UDL 170 No 0.35 = 9 Constr. Full UDL 150 No 0.55 = MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0.69 0. 11' Dead 2017 1269 Live 1601 1025 Total 3619 2289 Bearing: Length Timber-soft, D.Fir-L, No. 1, 6x10" Self Weight.of 12.41 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBG-UBC SECTION vs. DESIGN CODE NDS-1997: (stress=psi, and in) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 FvI = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 7870 lbs-ft Shear : LC# 2 = D+C, V = 3619, V@d = 3356 lbs Deflection: LC# 2 = D+C EI= 628.73e06 lb-int Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 96 Fv' = 106 fv/Fv' = 0.91 1.1 1142 1.0 Criterion Analysis Value Design Value Analysis/Design Shear fv @d = 96 Fv' = 106 fv/Fv' = 0.91 Bending(+) fb = 1142 Fb' = 1687 fb/Fb' = 0.68 Live Defl'n 0.12 = <L/999 '0.37 = L/360 0.33 Total Defl'n 0.35 = L/377 0.55 = L/290 0.69 Foot2000 v2.1.63, Copyright © 1999-2001 Spyder Software 5/28/2003 1:10:14 PM 1 F9 Company Info I Project Info R. C. E. (Project: Brent Res. 3060 Thorntree Dr.; Suite 10 ILocation: 13363 Helltown Road Chico, CA, 95973 1 Chico, CA Phone: (530) 894-8833 (Client: Fax: (530) 894-8882 (Job No.: 2000.080 E-mail: cj@r-c-e.com (Footing Id: F9 Beam B4 FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi ConcreteType ...................................................... HardRock ConcreteCover ...................................................... 3.0 in. Steel Ultimate Strength, Fy........................................ 40.0 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Allowable Soil Bearing Strength .................................... 1.500 ksf Wind Load Soil Bearing Strength, (1.33 increase) ................... 1.995 ksf Seismic Load Soil Bearing Strength, (1.33 increase) ................ 1.995 ksf Footing Width ...................................................... 2.00 ft. FootingLength ...................................................... 2.00-ft.- Footing .00 ft.Footing Depth ...................................................... 12.00 in. PunchingShear Stress .............................................. 7.65 psi BeamShear Stress .................................................. .57 psi Reinforcing Standards per .......................................... ASTM -A615 Longitudinal Bottom Reinforcement Required for Strength............ .00 in' Transverse Bottom Reinforcement Required for Strength .............. 00 in' Gravity Only. Soil Bearing .......................................... .965 ksf Wind Load Soil Bearing ............................................. .965 ksf Seismic Load Soil Bearing .......................................... .965 ksf LOADING PARAMETERS - FACTORED LOAD CASES.CONSIDERED: 1.4DL 1.4DL + 1.7LL 1.4DL + 1.7LL + 1.7SL 1.05DL + 1.275LL + 1.275WL 0.9DL + 1.3WL 1.05DL + 1.275LL + 1.OEQ 0.9DL + 1.OEQ " UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.02 0.00 0.00 Live Load 1.60 0.00 0.00 Wind Load 0.00 0.00 0.00 Earthquake 0.00 0.00 0.00 Other Loads 0.00 0.00 0.00 d= 12.00" X W = 2.00' Cover = 3.00" 6utte, county LAND OF NATURAL VVEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7681 RONALD D. McELROY Deputy Director January 16, 1990 John and Charles Kitchen RE: AP 11-35-37 P. 0. Box 4255 (Parcel A) Chico, CA 95926 CERTIFICATE OF COMPLIANCE Dear Mr. and Mrs. Kitchen: I' Enclosed please find the Certificate of Compliance which was recorded by the Butte County Department of Public Works in the office of the Butte County Recorder on December 6, 1989. The Recorder's Serial Number is: 89-48339. If you have any questions regarding this matter, please contact this office. Very truly yours, William Cheff Director of Public Works 1 1 John Mendonsa Assistant Director JM/ds attachment cc: B&lding Department Environmental Health Department Carl.B. Leverenz, Attorney, 515 Wall St., Chico, CA 95928 RETURN TO: Public Works Land Development Section �iv"T VJJv 89-048339 Rec Fee .00 Total .00 Recorded ; Official Records County of Butte AGENCY SHOWN Candace J. Grubbs Recorder 8:02am 6 -Dec -89 GF 3 CERTIFICATE OF COMPLIANCE Issued to: John and Charles Kitchen P. 0. Box 4255 Chico, CA 95926 This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division which created.the parcel of property identified below complies with the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. 1. Property location: west of Centerville Road and south of Helltown Road. Butte Creek Canyon area. 2. Assessor's Parcel Number: AP 11-35-37 (Parcel A) Description : All that certain property located in the County of Butte, State of California, more particularly described as follows: PARCEL ONE: Being a portion of Lot 5 of Section 4, Township 22 North, Range 3 East, M.D.B. & M. and being more particularly described as follows: BEGINNING at the Southwest'corner of said Lot 5, said point being as shown and described on that certain Record of Survey Map, recorded July 6, 1979 in Book 69 of Maps at page 84; thence following along the Westerly boundary line of said Lot 5, North 0° 40' 26" West for 209.00 feet to the Northwest corner of that certain parcel of land described in Deed to Charles Coleman, recorded February 19, 1903, in Book 65 of Deeds at page 535, said point being also the true point of beginning for the parcel of land herein described; thence from said true point of beginning continuing along said Westerly boundary line of Lot 5, North 0° 40' 26" West for 664.95 feet to the Southwest corner of the Pauline Russell parcel as shown and described on said Record of Survey Map; thence North 89° 37' 41" East, along the southerly boundary line. of said Russell parcel, for 483.65 feet to the Northwest corner of Lot 37 as shown and.described on said Record of Survey Map; thence following along the Westerly boundary line of Lot 37 of said Section 4 and the easterly boundary line of said Lot 5, South 0° 10' 11" East for 873.94 feet to a point located North 89° 37' 40" East from said southwest corner of Lot 5; thence South 890 37' 40" West for 57.96 feet to the Southeast corner of said Coleman parcel; thence North 0° 40' 26" East for 209.00 feet to the Northeast corner of said Coleman parcel; thence south 89° 37'- 40" West for 418.00 feet to said true point of beginning. PARCEL TWO: Being a portion of Lot 5 of Section 4, Township 22 North, Range 3 East, M.D. B & M., and being more particularly described as follows: BEGINNING at the Southwest corner of -said Lot 5, said point being as shown and described on that certain Record of Survey Map, recorded July 6, 1979 in Book 69 of Maps at page 84; thence following along the'Westerly boundary line of said Lot 5, North 0°,40' 26" West for 209.00 feet to the Northwest corner of that certain parcel of land described in Deed to Charles_.Coleman, recorded February 19, 1903, in Book 65 of Deeds at page 535; thence leaving said Westerly boundary line,. North 89° 37' 40" East for 418.00 feet to the Northeast corner of said Coleman parcel''. thence south 0° 40'. 26" East for 209.00 31- r CERTIFICATE OF COMPLIANCE. AP 11-35-37 (Parcel A) JOHN AND CHARLES KITCHEN 89-48339. PAGE TWO feet to the Southeast corner of said Coleman parcel, said point being located on a line which bears North 89° 37' 40" East from said point of beginning; thence south 89° 37' 40" West for 418.00 feet to said point of beginning. NOTE: For the purposes of this Certificate of Compliance parcels 1 and 2 described above are combined as one and cannot be sold separately. TOGETHER WITH the following described non-exclusive easement for road and public utility purposes: Being situated in the unincorporated area of the County of Butte, State of California, more particularly described as follows: Being located within a portion of. Lot- 5, Lot 9 and Lot- 37 of Section 4 and the East half of Section'5, "Township 22 North, Range 3 East, M.D.M.; more particularly described as follows: Being a non-exclusive easement for road and public utility purposes over a strip of land 60.00 feet in width, lying'30.00 feet on each aide of the following described centerline: BEGINNING at the Northwest corner of Lot 37, said point being shown and described on that certain Record of Survey Map, filed on July 6, 1979 in Book 69 of Maps at page 84; thence following along the Westerly boundary line of said Lot 37, South 0° 10' 11" East for 334.27 feet to the Sodthwest corner of that certain parcel of land described in Deed to Charles R, Kitchen, et al, recorded April 14, 1966 in Book 1422 of the Official Records of Butte County, California at page 637; thence £ollowin§ along the Southerly boundary line of said Kitchen parcel, North 89 37' 41" East for 582.06 feet to the Southeast corner of said Kitchen parcel, being a point located on the Easterly boundary line of. that certain parcel of land described in Deed to Charles Colman, etc., recorded April 29, 1929 in Book 25 of the Official Records of Butte County, California at page 393; thence South 10° 47' 49" East along the Easterly boundary line of said Colmanparcel for 137.83 feet to the true point of beginning for the centerline herein described; thence from said tkue-:po16L of beginrningj .Nord) 83° 04' 15" West for 120:18 feet; thence SoLjth...2°--34' 45".West for 507.49 feet to the beginning of -atangent 20E`00- foot radius curve to the right; thence following along the arc ot. -said curve, through a central angle of 23° 10' 00" for an arc distance of 80.87 feet to the end of said curve; thence South 75° 44' 45" West for 266,16 feet to the beginning of a tangent 100.00 foot radius curve Lo the right; thence following along the arc of said curve through a central angle of 71° 52' 54" for an arc distance of 125.46 feet to the end of said curve; thence North 32° 22' 22" West for 230.74 feet to a point located on the section line conunon to -said Sections 4 and 5, hereinafter called Point "A"; thence South 32° 22' 22" East- for 40.00 feet; thence South 57" 37' 38" West for 30.00 feet to the beginning of a tangent 100.00 foot radius curve to the left-; thence following along'the arc of: said curve through. a central angle of. 34° 55' 19" for an arc distance of 60.95 feet to the end of said curve; thence South 22° 42' West for 109.03 feet. to the beginning of: a .tangent 100.00 foot radius curve to the right; thence following along.the arc of: said curve through a central angle of 66° 25' 41" for an arc distance of 115.94' feet to a point on a lire that bears Sout1: 89° 08' 00" West from the ane -quarter corner common to said Sections 4 and 5; thence South 890 08' 00''. West .for 62.53 feet- to the end of said described line. The sidelines of die above described easement are to be lengthened or shortened to intersect said section line common to Sections 4 and 5 at the hereinabove described Point "A". d�_ V` CERTIFICATE -OF COMPLIANCE AP 11-35-37 (parcel A) JOHN AND CHARLES KITCHEN 89-48339. PAGE THREE Issuance of this Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter 20-166 and Government Code, Section 66499.35 (b), to protect the public health and public safety: NONE County of Butte Subdivision Violation Committee END OF DOCUMENT END OF DOCUMENT 5c�\ a5o`Gree nvir nmental Health � — ,l N 2 9 2001 Ch co. Calitomia Proposed garage/ Per: Dill and Ehrivth Gent V Project: 15563 Wawn Pxad Chico, CA 95928 89->-52V A detached Carport and Garage Ilhome ( �) Xrivate Privewa APPROVED B itte County �Jl -nvir nmental Health 73 Date Signature t = o O N r C" Ce N U o Ui Old Mmshew 5- ax vd, PIA Vrw :::Not to 5cPram 6y: 61 Drat Paqe I or ---b A except rhae rated ' Vate: Aocpst 8, 2000 FF 5c�\ a5o`Gree nvir nmental Health � — ,l N 2 9 2001 Ch co. Calitomia Proposed garage/ Per: Dill and Ehrivth Gent V Project: 15563 Wawn Pxad Chico, CA 95928 89->-52V A detached Carport and Garage Ilhome ( �) Xrivate Privewa APPROVED B itte County �Jl -nvir nmental Health 73 Date Signature t = o O N r C" Ce N U o Ui Old Mmshew 5- ax vd, PIA Vrw :::Not to 5cPram 6y: 61 Drat Paqe I or ---b A except rhae rated ' Vate: Aocpst 8, 2000 FF 0 �U For: Dill and �hzieth Gent 13363 FL-Ikoxn PzM Chico, CA 95928 8"--5 9 •. FO C1 iv O n i> < Fo-I u Butte County Environmental Health ®ate Signature Project: Floff ftp 5.*: NA tokzk Dra 64:13415 t Detached Carport and Garage A p'* �r 6 A acePt wi-� rd -d A vAe: n p5t 8.2Oco A STRUCTURAL CALCULATIONS RCE job #2000-080 for Bill and Elizabeth Brent Brent Garage 13363 Helltown Road Chico, CA Calculation Index: Page # • Gravity Loads GI • Lateral Analysis L1 — L5 • Beam Analysis BI — B2 • Foundation F1 Analysis 49 C Revision Summary: Rev. 0 Initial Issue Rev. 1 Added beam design for garage door header. These Calculations have been prepared for Bill and Elizabeth Brent o� for the above -indicated property. The results of the calculations have been incorporated on said plans. �W p fy W11D1HG:' DEPARTMFN`; D,Q uF- 3.z '9 o/ 7�>f . ROBERTS CONSULTING ENGINEERING 3060 Thorntree Suite10 • Chico, CA 95973 • (530) 894-8833 E-mail: cj@r-c-e.com 8x Website: http://www.r-c-e.com Gravity Loads: 8/10/00 - Lateral Analysis - Brent Garage - R.C.E. Job 2000-080 Roof Dead Load 5/8" CDX Ply. 1.9 psf Slope = 2X 10 Rafters @ 24" o.c. 1.9 psf 5 Tile Roof 12.0 psf to Misc. 1.7 psf 12 Roof Live Load Construction 16.0 psf Wall Dead Load Stucco 10.0 psf (exterior) 3/8 Ply. 1.8 psf 2x4 Framing @ 16" o.c. 1.1 psf Misc. 1.1 psf Total 14.0 psf Total (sloped) 17.5 psf Total (horiz) 19.0 psf Total (axial) 6.7 psf Roof Live Load Construction 16.0 psf Wall Dead Load Stucco 10.0 psf (exterior) 3/8 Ply. 1.8 psf 2x4 Framing @ 16" o.c. 1.1 psf Misc. 1.1 psf Total 14.0 psf F� Pj re wt Gr,- rC-9.e. I Pi , G, E , ;I o o o. O7, 0 I 8/ 10/00 - Lateral Analysis - Brent Garage - R.C.E. 2000-080 UBC Wind Loads -- Method 1 p= Ce•Cq•gs•I IWW OLW IWR OW OLR OPR Wind Speed: 75 mph Exposure: C where; Ce = 1.06 @ 0 to 15' Ce = 1.13 @ 15 to 20' p= p= p= p= p= p= psf - to . Ce = Ce = Ce = Ce = Cq = Cq = 1.19 @ 20 to 25' 1.23 @ 25 to 30' 1.31 @ 30 to 40' 1.43 @ 40 to 60' 0.8 (IWW) Inward @ Windward Wall 0.5 . (OLW) Outward @ Leeward Wall psf - to psf - to 'psf - CcD 25 to psf to psf - CcD 40 to Cq = 0.3 (i R) inward windward Root Cq = 0.9 (OWR) Outward @ Windward Roof Cq = 0.7 (OLR) Outward @ Leeward Roof Cq = 0.7 (OPR) Outward @ Parallel To Ridge qs= 14.4 psf I = 1 Importance Factor Roof Slope = 4 Rise to 12 Horiz. Wind Loading @ Roof Tributary Normal Resultant Horizontal @ Wall Lines Area Pressure Force 3.50 feet @ 12.2 psf = 43 lbs. (IWW) @ 0 to 15' Mean Roof Height = 11.5 feet 0.00 feet @ 13.0 psf = 0 lbs. (IWW) @ 15 to 20' Uplift Pressure = 10.7 psf 3.50 feet @ 7.6 psf = 27 lbs. (OLW) @ 0 to 15' 7.00 feet @ 4.6 psf = 32 lbs. (IWR) @ 0 to 15' 7.00 feet @ 10.7 psf = n — 75 lbs. (OLR) @ 0 to 15' 1 1 7A n nM 8/10/00 - Lateral Analysis - Brent Garage - R.C.E. Job 2000-080 P,,L 3 1997 UBC Seismic Loads - Static Force Procedure where; V = (Cv*I)/(R*T) *W = 0.678 *W (Eqn 30-4 Z = 0.3 Zone 3 V = (2.5*Ca*I)/R *W = 0.164 *W (Eqn 30-5 1 = 1.00 Importance Factor V = 0.11 *Ca*I *W = 0.059 *W (Eqn 30-6 hn = 14 feet R = 5.5 Plywood Shear Walls p= 0.164 *W (Eqn 30-5) governs Soil Profile Type SD Seismic Source Type A Closest Distance Seismic Source n/a km Ct = 0.02 All other Buildings Foot print area, AB = 745 ft2 T = 0.145 (Method A) Ca = 0.36 Table 16-Q Cv = 0.54 Table 16-R Na = 1.00 Table 16-S Nv = 1.00 Table 16-T W = Building Weight Use 0% of Snow Load in the Seismic design. Seismic Roof Loading Tributary Weights = 37.00 feet of Roof @ 19.00 psf Lines A to B 9.00 feet of Ext. Wall @ 14.00 psf 0.00 feet of Int. Wall @ 10.00 psf V 1.36 p - horiz. ULI p - horiz.1/1.4)1 Seismic Roof Loading Tributary Weights = 25.00 feet of Roof @ 19.00 psf Lines 1 to 2 0.00 feet of Ext. Wall @ 14.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = p - horiz. ULI 56 p - noriz.1/1.4)1 Seismic Roof Loading Tributary Weights = 25.00 feet of Roof @ 19.00 psf Lines 2 to 3 9.00 feet of Ext. Wall @ 14.00 psf 0.00 feet of Int. Wall @ 10.00 psf V = 98 pif - horiz. ULT 70 plf - horiz. W/S T/ 1.4) 8/10/00 - Lateral Analysis - Brent Garage - R.C.E. Job 2000.080 Lateral Load Summary. 1 st Level Loadings Wall Line ID Tributary Length (ft.) Unit Loads Seismic Wind (p.l.f.) (p.l.f.) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case A 11 97 176 1.07 1..94 Wind Controls B 11 97 176 1.07 1.94 Wind Controls 1 10 56 176 0.56 1.76 Wind Controls 2 -South Side 10 56 176 0.56 1.76 Wind Controls 2 -North Side 7 70 176 0.49 1.23 Wind Controls 3 7 70--t---,:--76 1 0.49 1.23 Wind Controls 2/8/2001 • Lateral Analysis - Brent Garage - R.C.E. Job 2000-080 • Ist Seismic . I s[ Level (UBCSection 1630.1) - 30. )East-West w DBL Zx POST 84 SSTS16 A.B. Ist East -West Direction: No Net Uplift No Holdown Required! Story Shear 2.13 kips Level 1.76 9.00 4.00 441 15.87 0.126 0.67 p Max 1.00 Wind PHD2 w/ DBL 2x POST 82 SSTB 16 A.B. Wall Line Lateral Wall Wall Bolt Dia. (in.) Capacity (kips) Spacing all Applied O Forces ADDlied ones Resisting Resistive Net Uplift Comments ID • Load Height I Length r, Stress Uniform Point OM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) 2.529 (plf) (kin (kips) (foot -kips) (kin (kips) (foot -kips) (kips) Simpson Products • Ist Seismic . . o e[ p i No Holdown equire . w DBL Zx POST 84 SSTS16 A.B. Ist Seismic No Net Uplift No Holdown Required! Wind 2.09 kips Level 1.76 9.00 4.00 441 15.87 0.126 0.67 3.799 PHD5 w/ DBL 2x POST 81 SST820 A.B. 1.41 Wind PHD2 w/ DBL 2x POST 82 SSTB 16 A.B. Sill Plate Shear Anchorage for above wall line Lateral Horizontal Diaphragm Lengths 8t Stresses Wall Bolt Dia. (in.) Capacity (kips) Spacing all Level East Side West Side T: 6.00 Sill Plate Shear Anchorage for above wall line 105 (feet) (pin (feet) (plf) 5.65 0.126 Bolt Dia. (in.) Capacity (kips) i Spacin 0.621 L-- V.Wu U18m. o.c. • Ist Seismic 1.07 7.25 15.50 . o e[ p i No Holdown equire . Level 1.23 9.00 22.00 56 1 1.1 1 0.126 20.33 No Net Uplift No Holdown Required! Wind 2.09 kips w x PUS I K . Is' Seismic pMax 1.41 North Side South Side PHD2 w/ DBL 2x POST 82 SSTB 16 A.B. Sill Plate Shear Anchorage for above wall line Lateral (feet) (plf) (feet) (plf) Wall Bolt Dia. (in.) Capacity (kips) Spacing all Level n. O.C. 9.00 6.00 0.49 105 ID • 5.65 0.126 1.93 0.621 PHD2 w/ DBL 2x POST a SSTB 16 A.B. Uniform Pain[ 3.00 9.00 4.00 Force 300 See Note 10.79 0.126 0.67 2.529 PHD2 w/ DBL 2x POST a SSTB 16 A.B. (klf) (kips) Wind (klf) (kips) (foot -kips) (kips) Simpson Products 9.00 6.00 300 16.18 0.126 1.51 2.445 PHD2 w/ DBL 2x POST 81 SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses East Side West Side Sill Plate Shear Anchorage for above wail line (feet) (plf) (feet) (plf) Bolt Dia. (in.) Capaciry (kips) SDacing m. o.c. • Ist Seismic 1.07 7.25 15.50 I st Level o e[ p i No Holdown equire . Level 1.23 9.00 22.00 56 1 1.1 1 0.126 20.33 No Net Uplift No Holdown Required! Wind 2.09 kips Horizontal Diaphragm Lengths 8E Stresses 1.94 7.25 15.50 pMax 1.41 North Side South Side PHD2 w/ DBL 2x POST 82 SSTB 16 A.B. Sill Plate Shear Anchorage for above wall line Lateral (feet) (plf) (feet) (plf) Wall Bolt Dia. (in.) Capacity (kips) Spacing all Applied O Forces n. O.C. A 1.07 7.25 15.50 I st Level (UBC Section 1630. 1) 0.036 . North-South Direction: Seismic Story Shear 2.09 kips Level 1.94 7.25 15.50 pMax 1.41 0.383 PHD2 w/ DBL 2x POST 82 SSTB 16 A.B. Wall Line Lateral all Wall 4.895 all Applied O Forces Applied orces Resisting O Resistive Net Uplift omments ID • Load Height Length r, Svess . Uniform Pain[ OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) (plf) (klf) (kips) (foot•kips) (klf) (kips) (foot -kips) (kips) Simpson Products A 1.07 7.25 15.50 0.32 6910.93 0.102 10.36 0.036 PHD2 w/ DBL 2x POST 81 SSTB16 A.B. Ist Seismic Ist Seismic Level 1.94 7.25 15.50 125 14.06 0.102 8.13 0.383 PHD2 w/ DBL 2x POST 82 SSTB 16 A.B. Wind 20.36 0.147 0.78 4.895 PHD6 w/ 4x POST 8z SSTB28 A.B. Horizontal Diaphragm Lengths 8t Stresses Wind East Side West Side Horizontal Diaphragm Lengths 8z Stresses Sill Plate Shear Anchorage for above wall line (feet) (plf) (feet) (plf) East Side West Side Bolt Dia. (in.) Capadry (kips Spacing Sill Plate Shear Anchorage for above wall line 0.50 0.818 48 in. o.c. B 1.07 10.50 4.00 1.25 266 15.82 0.147 1.00 3.706 PHD5 w/ DBL 2x POST 81 SSTB20 A.B. Ist Seismic Level 1.94 10.50 4.00 485 20.36 0.147 0.78 4.895 PHD6 w/ 4x POST 8z SSTB28 A.B. Wind Horizontal Diaphragm Lengths 8z Stresses East Side West Side Sill Plate Shear Anchorage for above wall line (feet) I (pin) (feet) I (pin Bolt Dia. (in.) Capacity (kips) Spacing L -L 0.50 0.818 24 in. o.c. P QI WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN TYPICAL BEAM WoodWorks® Sizer 97d Aug. 21, 2000 13:55:50 COMPANY I PROJECT R. C. E. I Brent Garage 336 Broadway #7, Chico, CA 95928 1 13363 Helltown Road (530) 894-8801; fax (530) 894-8805 1 Chico, CA e-mail: cj@r-c-e.com I R.C.E. 2000.080 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material Timber -soft lateral support: Top= Full Bottom= @Supports total length: 20.00 (ft) Load Combinations: ICBO-UBC ------------------------------------------------------- - INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< ----------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 19 (8.00)* No 2 Constr. Full Area 16 (8.00)*. No *Tributary width (ft) ------------------------------------ - MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ----------�-- 20.0 ft I ---------- ------------------- Dead 1 1670 1670 Live 1 1280 1280 Total 1 2950 2950 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: D.• - No. 1, kLL2 @15.023 plf This section PASSE t e design code check. ########################################################################### ------------------------------ SECTION vs. DESIGN CODE (stress=psi, deflection=in) --------------------------------------------------- Criterion I Analysis Value I Design value I Analysis/Design I -------------- I ---------------- I----------------I-----=------------I Shear fv @d = 63 Fv' = 106 fv/Fv' = 0.60 Bending(+) fb = 1460 Fb' = 1687 fb/Fb' = 0.87 Live Defl'n 0.41 = L/580 0.67 = L/360 0.62 Total Defl'n 0.95 = L/252 1.00 = L/240 0.95 ----------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ---------------------------------------------------- Fb'+= 1350 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 85 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 ADDITIONAL DATA -------------- Bending(+) LC# 2 = D+C, M = 14751 lbs -ft Shear : LC# 2 = D+C, V = 2950, V@d = 2668 lbs Deflection: LC# 2 = D+C Total Deflection = 1.00(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1 Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT © R. C. E. Brent Garage Wood Works n,� �'IB/CJ 3060 Thorntree Dr. #10, Chico, CA 13363 Helltown Road V �/ (530) 894-8833; fax (530) 894-8882 Chico, CA SOrrWARF FOR WOOD DESIGN cj@r-c-e.com R. C. E. 2000.080 Mar. 28, 2001 15:58:43 Beam1 Design Check Calculation Sheet LOADS: ( lbs, psf, or pif ) Load Type Distribution Magnitude Location [ft] Pattern CD 1040 Total Start End Start End Load? 1 Dead Full Area 19 (13.00) Bearing: Length No 2 Constr. Full Area 16 (13.00) 0.07 = No *Tributary wiatn (rt) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 10' Dead 1282 Value 1282 Live 1040 CD 1040 Total 2322 Fv' = 2322 fv/Fv' = 0.61 1.00 1.000 1.10 1.000 1.00 1.00 Bending(+) fb = Bearing: Length 1.1 1203 1.1 4xbeams, D, Fir -L. o, 2.4x -Z' Self Weight of 9.35 plf automatically included in loads; Lateral support: Top= full, Bottom= at supports; Load combinations: ICBO-UBC SECTION vs. DESIGN CODE NDS -1997: (stress=psi, and in) Criterion Analysis Value Design Value Analysis/Design CD Shear fv @d = 72 Fv' = 119 fv/Fv' = 0.61 1.00 1.000 1.10 1.000 1.00 1.00 Bending(+) fb = 943 Fb' = 1203 fb/Fb' = 0.78 Fcp'= ' 625 Live Defl'n 0.07 = <L/999 0.33 = L/360 0.21 1.00 Total Defl'n 0.20 = L/598 0.50 = L/240 0.40 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.25 1.00 1.00 1.000 1.10 1.000 1.00 1.00 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= ' 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 5804 lbs -ft Shear : LC# 2'= D+C, V = 2322, V@d = 1886 lbs Deflection: LC# 2 = D+C EI= 664.45e06 lb -int Total Deflection = 1.50(Defln_dead) + Defln_Live. (D=dead L --live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Foot2000 ver. 1.0, Copyright © 1999-2000 Spyder Software Company Info I R. C. E. (Project: 336 Broadway; Suite 7 (Location: Chico, CA, 95928 1 Phone: (530) 894-8801 (Client: Fax: (530) 894-8805 (Job No.: E-mail: cj@r-c-e.com (Footing Id: FOUNDATION PARAMETERS Material Properties: 8/10/00 4:40:49 PM Project Info project street city, state 95928-7051 client job number F1 Py F I Steel Yield Fy, ksi 40 Dowel Bars No. & Size n/a n/a Use Stiffness? Yes Section: 1 ........................... 0.00 psi Stirrups not required Punching Shear Stresses: Wall 1 ........................... 0.00 psi Column 2 ........................... 2.98 psi Column 3 ........................... 2.98 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Top Steel Bottom Steel Transverse Stirrups int, Design in', Design inz/ft, Spacing int, Spacing Section: 1 Strength:.. 0.00 0-#4 0.00 0-#4 0.01#4 @ 177.2in. Not Reqd... Note: Strength = Steel Required for Strength.. Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E Un -Factored Loads, ft -kips: Dead Conc. Strength Conc. Type Bot. Steel Top Steel Wind f'c, psi Seismic Cover, in. Cover, in. Section: 1 2,000 HardRock 3.00 2.00 Footing Section Geometry: FY MZ FY MZ Wall :1 0.60 Length, ft. Width, ft. Depth, inches Section: 1 4.00 1.30 n/a 12.00 Column & Wall Data: 0.00 0.00 0.30 0.00 Type Center Length Width Col-f'c Col-Fy 0.00 ft. in. in. psi ksi Column 2 Other 0.25 6.00 6.00 n/a n/a Column 3 Other 3.75 6.00 6.00 n/a n/a Type Center Length Width Height Density ft. ft. in. ft. pcf Wall 1 Conc. 2.00 4.00 6.00 8.00 150 Soil Bearing Results, psf (actual / allowable): Gravity Case Wind Case Seismic Case Section: 1 825 / 1,000 1,119 / 1,330 1,070 / 1;330 Beam Shear Stresses: Py F I Steel Yield Fy, ksi 40 Dowel Bars No. & Size n/a n/a Use Stiffness? Yes Section: 1 ........................... 0.00 psi Stirrups not required Punching Shear Stresses: Wall 1 ........................... 0.00 psi Column 2 ........................... 2.98 psi Column 3 ........................... 2.98 psi Reinforcing Standards per ASTM -A615 Reinforcing Requirements per ACI Ultimate Strength Methods: Top Steel Bottom Steel Transverse Stirrups int, Design in', Design inz/ft, Spacing int, Spacing Section: 1 Strength:.. 0.00 0-#4 0.00 0-#4 0.01#4 @ 177.2in. Not Reqd... Note: Strength = Steel Required for Strength.. Loading Parameters: ACI Load Cases Considered: 1.4D + 1.7L 0.75(1.4D + 1.7L + 1.7W) 0.9D + 1.3W 0.75(1.4D + 1.7L + 1.87E) 0.9D + 1.43E Un -Factored Loads, ft -kips: Dead Load Live Load Wind Load Seismic Load Other Load FY MZ FY MZ FY MZ FY MZ FY MZ Wall :1 0.60 0.00 0.51 0.00 0.00 0.00 0.00 0.00 n/a Column:2 0.00 0.00 0.00 0.00 0.30 0.00 0.25 0.00 n/a Column:3 0.00 0.00 0.00 0.00 -0.30 0.00 -0.25 0.00 n/a TO: FROM: SUBJE Owner E.H. SE ONLY Plot Plan Attached Floor Plan A ch d m Sent to B.O. ding Depart t 1 Environmental Heal I Sanitation Clearance Location AP# Plan Approved for: Sewage Disposal x Water $up ly: Public Private Well Clearance for�ely y. Other kL).[\^.R I (CI ern Hold final for: rance O.K. for: NOTE: (' _ Environ�ndntal Health Spe 8/96 �' 1-U tom. [ � 1()a Date i I i.. i I i a I l-_4�V( ' APPROVED Butte County i Environmantai HealthT.�_ w-W, 1 I I Da!", i m n X 0 Z w z 3) Z m C=30 Y_ Z S N �' 1 D -ri fF— �r — � m h o c � C3— m m 71 ay�=00 m c� ENVIRONMENTAL HEAL H JUN 13 2002 .9 CHICO, CALIFORNIA ( E)-nr�ivc 5ea� well o � E I r P A, �'• (home ea lirivew O Cl APPROVED Butte County Environmental Flealth -pate -r U Si nater r1��'Z� �i IF] ISN ENVIRONMENTAL HEAL rH JUN 13 2002 CHICO, CALIFORNIA Old Nim5 ow take I?d, Ile e1 Orem Y Project' roject Y View: Plot Plan Y Scale: Not to Scale r Drawn 64: Odl Orem el town Moble Relacatlon fa Future Mare P —J— of — . Date: June 10, 2002 CA 95928 A93-3239 w � w A For; 0/l/ and Elizahclh Orenl 13363 Hell Town Poad Chico C/I 9n928 Pfojlecll tlou-'56 fo Pcp/acc mobdc P/O/ View page -j- of —10 excepf where nofed %drawn by,, 1�i1/renf Oafc January /f5, 200 Cf> mobile home l ocafi on ufufe hov5e ovflin APPROVED Butte county Envi d Hes th N to i rf VIP- ENVIRONA-"-'' ill HEALTH JUN 2 3 2003 CII' � 0, CALIFORNIA Q) 0 c N a � � a a � � a � O � G\ U door flan `5econ�} �looi flan 0 0 c N � c a a