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068-150-106
068-15PERMIT#95-2401 NORTON,,Phil & Betty ,}/'tel-�qq 17-1p 61 Janice Way, Oroville Cont; Marcus Const. q Transfer Contr BP#95-1305 068-160-106 PERMIT#96-0122 HORTON, Phil & Betty 61 Janice Way, Orovl�Cont: Marcus Const. nj'19 Gas Wtr Htr & Htg & A/C for Det Shop 068-15-0-106 99-0156 BEM HORTON, Phi1F/QfJ - �'- -y!? 61 Janice Way, Oroville (fire repair/shop/SF) R. Wood 068-150-106 05-2095 NORTON, PHIL 61 IANICE LN, OROVILLE CONT: ADONIS POOLS POOL(MSTR 01-507) -I WAq, 2.12-1 loo oLl 5 068-150-106 PERMIT#95-1305 HORTON, Phil & Betty 61 Janice Way, Oroville qq Cont; Richard Wood �ygl1� New Single Family 068-150-106 PERMIT#95-1306 HORTON, Phil & Betty 61 Janice [day, Orovilie 1 Cont; Richard Wood 19 , �;z f New Pri Det Shop 068-150-106 PERMIT#95-2400 HORTON, Phil & Betty 61 Janice Way, Oroville Cont; Marcus, Const. I9� Transfer Contr BP#95-1306 068-15PERMIT#95-2401 NORTON,,Phil & Betty ,}/'tel-�qq 17-1p 61 Janice Way, Oroville Cont; Marcus Const. q Transfer Contr BP#95-1305 068-160-106 PERMIT#96-0122 HORTON, Phil & Betty 61 Janice Way, Orovl�Cont: Marcus Const. nj'19 Gas Wtr Htr & Htg & A/C for Det Shop 068-15-0-106 99-0156 BEM HORTON, Phi1F/QfJ - �'- -y!? 61 Janice Way, Oroville (fire repair/shop/SF) R. Wood 068-150-106 05-2095 NORTON, PHIL 61 IANICE LN, OROVILLE CONT: ADONIS POOLS POOL(MSTR 01-507) -I WAq, 2.12-1 loo oLl 5 NOTES PERMIT NO. IVa DSPCati/ kAW Z CM-CC_6 144 0 t 4EF r A- MMAC, 9- W/ f4 T� Ptz QomPR-Ai,V Too i S ft2NtAf4 X514- l w, TH S DDc Sr- S6cawsO PAiptL Zo ttit EC7/oar ai = HoN�LC l� M Y �-to(er/ j W) L -c CA LL- ,J No oNtf 961060 wN+T �4L/apc� t' .I .n f 3' t RESIDENTIAL 068-150-106 05-2095 HORTON, PHIL 61 JANICE LN, OROVILLE I CONT: ADONIS POOLS POOL(MSTR 01-507) SPECIAL CONDITIONS ((JJ CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFF /(a Z OFF SKv �a/C JOB FINALED (Date O Signature J=OK 0= Not OK . = Not Ry bye . =Not Ready MOBILE HOMES Date MOBILE HOME UTILMES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat or/ /" L W P LPG 7. Well Clearance 8; 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 Cana B-1 WSCELLANEOUS 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 B-1 Date Card B-1 Date POOLS ans) OK except #'s Pool Shecture: Steel -Connections -Thickness LW 4 eceptacles and Lighting, Distance-GFI C:q fi Eleg ool Lighting; 15 Volts-GFI �T� eg • nclosures; Conduit Entri erminals-Listed 8: Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. P b.; Cir. Test -Water Supply Test I L j . Li ht Niche nclosure; Fe tng-AI s t Date! y Card B-1 Date Card B-1 Date ' Card B-1 Date Card B-1 d=OK D = 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. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall-Frtting-Test-2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card 8-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle , 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card 3-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes • 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels -Motors -Meth. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Fumace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) + 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Dud in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following InstI&Drive D Yes 0 No/Walks D Yes O WPlanters O Yes _O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle- Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052095, PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/16/2005 APN: 068-150-106-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �7 Site Address 61 JANICE WAY ORO License Class : License N tuber: K Map Index: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees .with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed 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.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: -6e/ Carrier: 6-0M / 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 become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 o the Labor Code, I shall forthwith comply with t�rovisions Date: WAKNING: FalfUr secure workers' compensation coverage is unlawful, and sh ject an employer to criminal penalties and one hundred thousa dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: Description: POOL MASTER #01-507 Owner: HORTON PHILIP C 61 JANICE WAY OROVILLE, CA 95966-8615 Applicant: ADONIS POOLS 12 PHEASANT RUN COURT CHICO, CA 95973 530-891-1197 Contractor: ADONIS POOLS 12 PHEASANT RUN COURT CHICO, CA 95973 530-891-1197 License #: 266839 Architect: Engineer: Total Square Ft: 0 S.F. Valuation: $0.00 Census Code: This permit is hereby is ued under the applicable provisions of the Butte Cou ty Code nd/or Resolutions to wo indicated above for which fees have been paid. 14 65 BY l (Date: PERMIT EXPIRES ON: ` o l ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agegLof the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of an ago orm or d ent of Butte County. I hereby authorize representatives of Butte County to ee/nt upon the above mentioned property for inspection purpose Print Name:.1 �=�G e Y) Signature: Date: ❑ Owner ❑ Contractor ❑ Agent for Owner 4 ent for Contractor 0 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVU LE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BERE(?=EI) AT TIME OFAPPLICATION CONTRACTOR OWNER Name ' f 1 �cj Address l �7cGIV city opuo c S104!5;*Zip Map Book Phone �0707� Fax E-mail (2l CONTRACTOR Name ` Address - �y City State J�;o I Zip9 Phone�q/% Fax g E-mail llc #6 Clas 7 PERMIT NO. LOCATION AP#Property Mdress Cross Street WORKER'S COMPENSATION Policy Number ()o b 61 L4 .Z carrier 5 TA i E CaMrP i Ns. � ff hking anyone other than license contactors, a certficata of worker's Compareston mustbe shown at the am ofperadtissuance. LENDING AGENCY Name ARCHITECT%ENC�INEER Description or Scope of Work NameL. F)� t+ f'A 1- �° Oa °�� y�o Address 1 3 (4G -7 r Seo opo �ob i PA Mt W 6 190(2(, city G t C Dshare 3��ti� Dotage Phone – Fax i j tit without Pem�iis E-mail State License h O Proposed Change of Occupancy ° _ 1 (Note previous use): APPLICANT NAME CP Name kDU M IS POOU Address 12 PkA EMf &M R -t,11`1 C C4 <,- O l c o State C�. ZP 965-7 Phone �q (_ 1191 Fax E-mail e F fice!0CegWC Zoning - Flood Zone SRA Yes No 00c. I Type Const Subdroision Name Map Book Page Lot# (2l I 2 ner Date Ap ved: r5 AVER FOR 5 BMtTTAL Kt:WUtrc=mcry 10 ----._.... _... , _ ...........�_.__�....�.,__� A-- 0- 4 -f'> E)aTMTION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received 4CM, Amount: rtp� -` a- Bldg p`` SM Receipt #: q-!3 ��D J— Sheriff SMIP Wilk REV 430-04 E.M. USE C 7 Plot Plan Attachad F'loox Plan Atucholl n� Sam to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance C) Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public ✓ Private Well Clearance for dwelling. Other le -UX-A-6 /��*Q-/ Hold final for: Final clearance O.K. for: NOTE: ('1 8/96 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS►bN 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION. DATA SHEET OWNER: ASSESSOR PARCEL NUMBER ( Proposed Building Use: Permit Technici Date: v vJ Items required in order t6 apply for a permit. All boxes MUST be checked OR marked NJ1nAorder to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings 12. Hazardous Material Form �. 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Re aimn items needed to issue the permit. Ma require additional Ian rEview upon receipt of the following items. % { 9 P (May q P P P 9 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applic i ❑ 16. Fire Sprinklers............................................................................................ .bl 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required........................................................................ ❑ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: � 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ....... - -- � ❑ 25. Contact Land Development abou _ Improvements, -Drainage ........................ 26. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... El 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issugd Telephone �$ hold for pickup, i I have been�� 4drof)ttl e ib6 items4nd requireme� r obtaining a building permit. Applicant: dJ " V- Date: 1:-lnde� permit applicatioN for the above items numbered: / 7 Plan Check Letter 2 a items required t Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Dale: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date:Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Divis'on ®� Department of Public Works - ® J. Michael Crump, Director LAND DEVELOPMENT D1V1510N ®/ Storm Water Management Program 7 County Center Drive Oroville, CA 95965 ASU � (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THAN 1 ACRE] Project Description: Project Location and/or Parcel Number: _A - . At r,, i, d 6,1 6;�,nkq z;I-N �-l50 -Co6 By signing below, I, the project ownerlowner's agent, certify that this project WELL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date 5—b ''"J Less than l Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 AA C o u� Old b 1 •m,� ^m w N E e� a p � � o O L z N � � � a c IVVI r3m� Z u + c ^j�u0 V1°td End y0I° �jG � 2 oo°� � E w 5oy Vm w my NJ iso vo mo - 0 2- '� Wzoum 3o. -c �0 oln Q N [ rN�c r- - TQtl i V a U X 0 0 a o 2j�+m El�p �� •`4�� n�ZZ ;LINE -4 t°1 w d N N SS-ia� f " 0 Y Q C C -4J Old b 1 •m,� ^m w N a p � O L z N � � � a c IVVI r3m� �m.3 C C -4J Old b 1 •m,� ^m w N a p � O L ia N � � m _ r c IVVI r3m� �m.3 ^j�u0 -O U dOw Vm w my NJ iso vo mo 2- 4oSo'F m �0 oln rN�c r- - C 1 •m,� ^m w N d o � O \ I ia N � � m _ r Al� 2- C lY SCALE 1"0100 IJOI`E This Additmnal Mop 9xet shows additonal im6rmatlon and Is for mSnndtional purposes only, desenbingg condrtrons as at the date Of filing and rs riot intelyded to affect i9tle rrte...f.. 5/9oSo CONDITIONS (.)Development of Parcels 2 and 3 may require pagmerrh oro Water Tender Fee. 2) Development of Parcels 2 and 3 will require connection to a public water supply. 3)Areos with slopes in excess of 20% are unsurtable for sewage disposal. ADDITIONAL MAP SHEET PARCEL MA .170 R MARYJ, CRAIG BEING A PORTION OF LOT E7 OROVILLE WYANDOTT6 FRUITLANDS UNIT NO.3 MAPBOOK II PA665 IB# W T19H 94K SECTION 14 KP94M. BUTTE COUNT`( CALIFORNIA Robert C. Brooks, R.ca. 15,140 9779 Mllldale Avenue OrOville, Celltornia 95966 SWEET 2 OF S Butte County Department ofDevelopnent Services or 7 County Center Drive ° Oroville, CA 95965 ° ` ° �, (530) 538-7601 Telephone ° (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I an: required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are -not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: Building site address: APN: e {] 15e) 14� Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of th ve-refer nced building permit application and my signature below: SIG AT APPLICANT DATE Copy to Applicant/EH/File K:Fonns/B1dgPermitwithoutClearances 020705 r RESIDENTIAL 068-15-0-106 99-0156 BEM HORTON, Phil 61 Janice Way, Oroville (firerepair/shop/SF) R. Wood 9. PERMIT NO.I``-` PERMIT EXPIRES / OWNER c . �- CONTR. ASSESSOR PARCEL LOCATION f CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole ( Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E I JOB FINALED (Date) i Signature V -POK O - Not OK NotR ApplicableMOBILE HOMES Date MOBILE HOME VnLf11ES plana) OK a>oeept /'s 1. Zorkr0 Regritemonb - Setbacks - Eawxrw to 2. Sots; Special MH Support Skelch 3. Sewer; L0=§0rr 4. Water, Locabom-Uneasemard Needed (Sketr N S. Elsa IW. Law /AmpC4rweta S. Gas; L.oeatlonTasti nyr. / ML / /Nat or/ PL'h./ /LPC' 7. Wei Clearance 3 Disoornea & uoLly Clearance Date Card B-1 ata Card B-1 Data Card B-1 ab Card B-1 3. Gaa; MH 4. EkcWcity; MH S. Drain; MH Te*Fa"km Corneebr H. Water; MH Tes!•Reptlabr• ovwcbr 7. Water and Sewer Un ectad -W to Grade -HD Approval S. Gas and 9. Tie Downar7/�don Cart. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Pertnanerit FoundalSon only: IJcensa DecW Date Card B-1 Data Card B-1 Date Card B-1 ate Cana B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORM GARAGES pWii) oK awe X 1. Z=*VRequirommtsSelbaekrEamormsa 2. Footirps: S0i"izw-Depth.Spacip4ornac brs.Sbd 3. Decks•, Girders andbr Joists -D i gradrftiraaais 4. Wood Awn.; PowWBeanw4fts,.Comwcbn ShdV.-Rfg.-Bracing S. Alum. Awn.; Cahmn Wrxb jm 6. Ca -Windows-Doors Frmp.; SirAnctnorsStud 9. SkfbrV: W Swcoo-M ',z on . 10. Root Shtg-Roofnp 11. Ext: Slopo Doorsd,andnpa 12. Braced Wall Panels Dab Card B-1 ab Card 8-1 Dab - - Card B-1 ata Card B-1 Date POOLS (Plans) OK except #'a 1. SelbackrEasements 2. Sok Compactlon-Structure StablRy 3. Pool Strucfre; SboWAnr ee/ona-M idvaess Dead M&Akft 4. Elea.; Receptacles and LV&ig. M t r c&M S. Elea.: Pod Lipht V 15 VdW4 l - & Elea-. Embo res; CondutEr*lwTae *wdwUstad - 7. Else-: Bands Metal w04mNasy Egtip.dinlar a Elft--; Gm -ding; Equip. vat Cialatnp EquipA l Lgh fg. - b Main in Conduit 9. Health DepertrnerttApprael 10. Pkrnb.: Cir. TaWAster Sup-* Test 11. L.Ight Niche Date Card B-1 ate Card B-1 Date Card B-1 ate Card B-1 oK RESIDENTIAL Not OK Not Appfcable Not Ready UNDERR OOR (Plans) OK erupt !'s Zona+gSetbecks-Easy ts-FbOd-S pe t 2. Ftp.. Main; Soils-Elec. Gmd. / jP Ftg. Depot 3. Ftg. Garage: SodsSteelZec. Gmd/ P Ftg. Deplh 4. Ftp. Porches 3 Delis: SoilsStee�/ 1 Ftp. Depth 5. StemweAs, Main: Steef_Blo urs Nrapped 6. Sterntwalls, Garage; Steel-Bkxkouts-tNMPPed 6a. Hold Dawns and Special Anchors 7. Slab, SteefiNrapl- e. Piers-Fueplace Ftg.Steel 9. O.W.V.; FaA Fitting Test -2 Way C/D-Sewer Test 4 10. UF. Gas Pipe; 5- Anchors -Yard Gas P'ipirg; Size Test it. Water Pipe: TesEAnchors-RegutatorSenice Test 12. Electric Underground 13.. P'ieniums S Duets; Clearanoe-Material-SuPPon-Ins. 14. Girders-Siils-Ancltor Wtas istrVent%Crippies 15. Access 3 ventilation 16. Insulation ;e Card B-1 Date Card B-1 .te Card B-1 Dab Card B-1 PLUMBING rwmA UK 0=81)t rs 17. Water Ff E4 M Baffle 1. 18. Water Prpe: Test 3 And --Nair Protection i 19. D.W.K: Test Fdtings b AndwFNa1 Protection 20. Stamen Pan; Test First Floor -Tub A== 21. Test Tub 3 Showed Second Floor -Tub Access 22. Gas Pier ; S'xe & Arteitors Single & Duplex) Date Card B-1 Date Card B-1 ')ate Card B-1 Daft Card B-1 ate ELECTRICALran% '} OK w -aft #Y ma 23. Foe b Transformer Ciearant e4m Protection 24. Elea . Receptacles Spacirt-l.igfits b Swathes at Doors 25. Size Boxes d No. of Conductors Stapled 26. Romer katalled Close to Edge of studs & CL 27. Equip. Gnmund made OP vAAech Fastrw*Batd Gas b Water 28. 2 Appliance Cmft in Kkhm 3 Conductor Size GFI 29. Subfeed Wire Sim 1 I ga. Cu or AI -KC. Wire Size I / ga Cu or Af 30. Range Circ. I I ga Cu or Al -Oven Cie. I I ga Cu or Al Insulated Neir>:aJ 01@s 0 No 31. Ser%ice-Rim Conductors b Ground -Aran Discanect Date FRAMING (Continued) 46. Hangers -Post Caps - 47. Cling. Joist-Rtor. Ties-PurtitrrroM Brac.-TrussShlhp.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size b Romer ProtecdorrOraR Stop -arts. Baffles S0. Bdnn. Windows or Exidng Doors -So Hgt b Dimensions 51. Garage Fire Protection Framing 62. Property Line Fvewal b Opertinps 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Uts 54. Stairs; Width-Headroom-Oise-RLwA sndng-Fro Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -06p Screed -Fd. Vents-UndeAlr Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls: NaTng-Bolts 60. Brace Interior r Exterior Wall Panels 61. Insulation-Walls-Ceiings 62 tnWation-WalsWvtdows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Data FINAL (Plans) OK 9=W Va 63. Ext Steps -Door i1 Sidelight Protecdon-Lartdngs 64. Smoke Detector 65. Furnace: Vents -Clearance -Comb. AirConecto - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. d Bath Foitures b Tub Access -Spa 68. EJec. Trim b Subpanel, Breaker Sizes 3 Labels 69. Staks b Rails 70. Fireplace or Stove. Clearance -Hearth 71. Elec. Outlets at Wood Pand, Int 3 Ext 72. Kit. Fat b Appliance; Ground. -Air Gap•Cooldng Clearance 73 Elec Outlets b Recepticales at Kit Counter 74 Garage Fire Door Swing-Land-v+gClosure 75 A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Convector -PRY. In Garage- Above Hoer-Mech. Protection 77. Plb., Elec. d Mech. Equip. Listed for Location 7B Elec. Receptacles in Garage (G.FI.)-Romer Protection 79. Insulation -Foam -Looked in Attic 80. 32 Equip. Clearances Panefs-Moto"ech. Epuip. 81. 33. Clothes Closet LighfShower Light -Spa light 82. 34. Smoke Detector 83. Stucco Brown -Finish Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except k's 87. 35. A.C. Cucts Insulation d Support 88. 36. Vent Fan, Exhaust above insulation 89. 37. Cocdersate Crain 3 O oer".cw. Size d Grade 90. 38. Furarce-Vert access -Comb. Air -Return Air Vent 115 outlet 91. 39. Arc Access d i adorn if Fumace in Attic 92. Water b Sewer Connected -CO to Grade -HD Approval 93. Energy Compliance Certificate-00er Certificates Date Card B-1 Cate Card B-1 Date Card 3.1 Cate Card B-1 Date FRAMING (Plans) OK except M`s Date 40. Sits Prcper Ma;erals 3 Anchors Date 41. Walls Studs -Nailing Spacing d Braces -Pates -Sound Comments at Final: ' 42. Bearing Wails over Girders b Floor Naifng 43. Draft Stop in Walls (rat proof) 44. Fve-Gtops, Furred CeilingsStairs-Chasers-Tubs 45. Headers S 3eamsSi:e d Bearing 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size b Romer ProtecdorrOraR Stop -arts. Baffles S0. Bdnn. Windows or Exidng Doors -So Hgt b Dimensions 51. Garage Fire Protection Framing 62. Property Line Fvewal b Opertinps 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Uts 54. Stairs; Width-Headroom-Oise-RLwA sndng-Fro Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -06p Screed -Fd. Vents-UndeAlr Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls: NaTng-Bolts 60. Brace Interior r Exterior Wall Panels 61. Insulation-Walls-Ceiings 62 tnWation-WalsWvtdows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Data FINAL (Plans) OK 9=W Va 63. Ext Steps -Door i1 Sidelight Protecdon-Lartdngs 64. Smoke Detector 65. Furnace: Vents -Clearance -Comb. AirConecto - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. d Bath Foitures b Tub Access -Spa 68. EJec. Trim b Subpanel, Breaker Sizes 3 Labels 69. Staks b Rails 70. Fireplace or Stove. Clearance -Hearth 71. Elec. Outlets at Wood Pand, Int 3 Ext 72. Kit. Fat b Appliance; Ground. -Air Gap•Cooldng Clearance 73 Elec Outlets b Recepticales at Kit Counter 74 Garage Fire Door Swing-Land-v+gClosure 75 A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Convector -PRY. In Garage- Above Hoer-Mech. Protection 77. Plb., Elec. d Mech. Equip. Listed for Location 7B Elec. Receptacles in Garage (G.FI.)-Romer Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails b Deck Construction -Post Caps 81. Fdn. VBents b Crawl Hok Door Drainage S Wood -Earth Clearance poked under Floor 0 Yes 82. Following Insdd.i0rim,e 0 Yes 0 No/Walks 0 Yes 0 NoRlanters 0 Yes 0 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 1 88. Ventilation Throught House 89. Glass Protection 90. Ccnecdons from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water b Sewer Connected -CO to Grade -HD Approval 93. Energy Compliance Certificate-00er Certificates Date Card 3.1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ' COUNTY OF BUTTE BUILDING DIVISION `f DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 / CORRECTION NOTICE ER PERMIT NO. -• A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Z ;,J '�' klta Ael., 10 /1 '4—, Alk k 2 r. Date � ,r r - - Inspector. ,4� REV 10/92 ((/ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PE T O. (Rev. 12/96) APPLICATION AND PERMIT �� ASSESSOR PARCEL NUMBER 068-150-106 AR1 ZONING BUILDING PERMIT OWNER NORTON, PHIL TELEPHONE SO. FT. OCC. BUILDING VALUATION CONT 30 000.00 OWNERS MAILING ADDRESS 61 JANICE WAY, OROVILLE CONTRACTORS "AME RICHARD WOOD TELEPHONE 533.6227 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 284.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS SAME Energy Plan Checking Fee PERMIT FEE 304.50 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PRI DET SHOP/HOME SPECIFY 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: FIRE REPAIR Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200. 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.' full force and effect. / D License Class f LIC. NO. l ARATION 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. DWEWNG OCCUP. OR ADDNS. ( a ACC. BLAS. SO 3.5¢FT. NON -R S p. T. MULTI -°U CET @7.50 POWER APPARATUS a SINGLE OUTLET C1 R. Ex, Occup. OUTLEr OR FDRURES 20@' 00 BAL @ .50 Ex. Occup. ..FIXED APP ASID°Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 r_3.0 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. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number !y1c 24 .- ,H' (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'. compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply With those provi ions. X_ Date A = Q 9 _ Sign ure of Applican - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ 35.00 Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 382.50 D. FEES IMP FLOOD I CDF PARCEL PD I HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated a ve foh fees have been paid. r I Date PERMIT EXPIRES ON ��ITE-D.D.S.-B.D. ate rReceiptNo. 258069 CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ° i. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.IZVG) APPLICATION AND PERMIT Z000"BUILDINGPERA7 MIT OWN" 1 re�wNa SO. FT. OCC. BUILDING VALUATION oOmm"10" ft"4% 0) rs 1 1-,A-,,19 1n .R� � . +1 .�.. :•-.- , i al is OONSTRUMON UDW E N y� • EX. Occup. O= ESm. EA 5.00 LEMO 9 MA%M AOOREas Temporary Service Fireplace Mobile Home Facilities 20.00 Total Valuation S 23. ARCNRECrOREHMMOR UCMasNO- Filina Fee S 20.00 AnanecrOft eNOPessMAL=ADOREss MECHANICAL PERMIT Permit Fee t► Heating I I CIO I Plan Chocking Fee S suaorwAM Energy Plan Chocking Fee i i PERMIT FEE _ unNa sysaysnrrsNrue r/Rea rur PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF 0 Duplex 0 Mobilehome D Other J/�+�- Y l�1/� Water piping 15.00 " ' Each gas water heater or vent 15.00 TYPE OF WORK Gas piping systern 1 - 5 outlets 15.00 New 0 Addition 0 Remodel 13 Wits O Insulation 0 Other Building g 15.00 Describe Work: ' s Mobile Home I S I G I W tg'�20.00 PERMIT FEE S ELECTRICAL PERMIT FUn"Fee 20.00 Main Services 23.00 Main Service zoos► To +oom 46.00 NEW CONST. OWEiLM OCCUR fO. OR AooNS. a ACC. eU 3.50fr I.` No"imm.�er� 1 urY u�er 07.50 EX. OCCU . otnUT OR FKTU M y� • EX. Occup. O= ESm. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23. 1430 PERMIT FEE _ MECHANICAL PERMIT Fling 20.00 Heating I I CIO I 6.50 Ventilation PERMIT FEI: S %W Mobile Home installation Fee = Energy Inspection Fee S occ CONST. WP£ TOTAL FEE S NAL 0. FEE4 WP P1000 COf Pi1RCtL PO NO SSLE This permit is hereby Issued under the appilcable provis'°ns 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 -- OWNER: LOCATION: 1 �,vx C -e._ D r6VA DATE: AP.#: -O(ok— CONTRACTOR: I & IZONING: DATE TO INSPECTOR PERMIT HISTORY: [ ]NONE [ 4A FOLLOWS: - f, TYPE OF OCCUPANCY: BUILDING INSPEGTOWS REPORT ing Description: ' [ ] Commercial/Usage:' [, ) Residential/# of Units: ,Mobile Home: Yes[ ] No[ ] [ ] Currently Occupied. [ ] Abandoned/Vacant. 1c: [ ] Yes [ ] No Electric is currently:[ ] On [ ] Off Condition of electrical? Natural[ ] Propane[ ] None[ ] Currently On[ ] Off[ ] Obvious problems: tion: Plumbing working Yes[ ] No[ ] Well: Yes[ ] No[ ] Potable water: Yes[ ] No[ ] Obvious Sewage Problems: ` iption of Damaged Area: 41 imate valuation of Damaged Area: � ,j-,4 ,P�� c-; rs 4- pector• Date• 068-150-106 PERMIT#95-1305 HORTON, Phil & Betty 61 Janice Way, Oroville Cont; Richard Wood i New Single Family 1 068-150-106 PERMIT#95-1306 j HORTON, Phil & Betty 61 Janice Way, Oroville ) /- Cont; Richard Wood /qP N.� New Pri Det_Shop 068-150-106 PERMIT#95-2400 �4 HORTON, Phil & Betty j 61 Janice Way, Oroville Cont; Marcus_ Cor,s't. Transfer Contr BP#95-1306 �y 068-150-106 PERMIT#95-2401 HORTON, Phil & Betty 61 Janice Way, Oroville Cont; Marcus Const. Transfer Contr BP#95-1305 068-]L50-106 PERMIT#96-0122 HORTON, Phil & Betty. 61 Janice Way,.Oroville��/1� Cont: Marcus Const. `� Gas Wtr Htr & Htg & A/C for Det Shop s i RESIDENTIAL) 068-150-106 PERMIT#95-1306 HORTON, Phil & Betty 61 Janice Way, Oroville Cont; Richard Wood New Pri Det Shop �s OFFICE COPY Address GAS Meter By Date ELECTRIC JOB FINALED (Date) _�/��/ / t� Signature J=OK O=Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas: Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /" L" ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card 8-1 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. Exits; Insp.-Sketch 10. Cert. of Occupancy 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 ng Requirements -Setbacks -Easements mgs; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails I Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Rfg.-Bracing 5. Alum. A2;Y..; Columns-Connections�Splice-Decal-Enclosures Electric rmg; Sils-, d es 9. Sidi , Nailing -Veneer t -Mesh oof• Shthg-Roofing t.; Steps -Doors -Landings 0 Date /g Card B-1 Date Card B-1 Date 'Card B-1 Date Card B-1 Date I fPOOLS (Plans) OR 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-Panelboards-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 V OK O=Not OK Not = Not Readyable RESIDENTIAL,(! Date UNDERFLOOR (Plans) OK except ti'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 -Bloc kouts-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 J 11. Wat ipe; Test -Anchor -Regulator -Service Test lectric; Underground enums & 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 ti's 16. Water Htr.: Vent -Access -Combustion Air -Baffle --------------- -- ------------------------------ 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 --------------------------------------------- --------------------- Dale Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'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 SizerGFI - ---------------------------------- ---------------------- 28. Subfeed Wire Size r r ga. Cu or AI-A.C. Wire Size / ! ga. Cu or AI 29. Range Circ. / r ga. Cu or At -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. ------------------------------ -33. Smoke Detector ------------------------------------------ -------------------------------------- Date Card -B-1 1 Date Card -B- 1 ------------------------------------------------------------------------------- Date. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ti's 34. -A. -C. -Ducts Insulation & Support 35. Vent Fan Exhaust above insulation ---------------------------- ------------- of - --------------------------- - ,. 36. Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 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 #'s 39. Sils. Proper Material & Anchors -- ---------- --------------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound --------- ----------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing ------------------------- -------------------- ----------- 42. Draft Slop m Walls -(rat -proof) 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ------------------------------ 44. Headers & Beam -Size & Bearing >ingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50: Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits ------------ --------------------- 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 ti'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. Bedroom Exiting 65. G F.I & Bath Fixtures & Tub Access -Spa -------------- --------------- ---------------------------- 66. Elec. Trim & Subpanel: Breaker Sizes & Labels --------------------------------- ------------ 67. ---- ----------67. Stairs -&-Rails 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. ---------- ---- 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 -Meth. Protection ------------ --------------------- 75. Plb.. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ------------------------------------------- 7;. 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--O-Yes ❑ ----------- No-------- ------ 81. Stucco: Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing 83. Vents Above Roof: Plbg.-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 fro P v' u ections - -- ,;- .? -ems - -- a9. as Tes - ers agged: Gas -Electric - -- 90. Water & Sewer Connected -C/O to Grade -HD Approval ------ -- - -- -- -- - ----- - ---- ----------------------- 91. Ener Compliance Certificate -Other Certificates ------ -------------------- Date Card -B-1 Date -- - Card B-1 ------- -------------------- Date Card B-1 Comments at Final: ------------------ Date Card B-1 Date _ Card B-1 Date Card B-1 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINGDIV ION 7County Center Drive - Oroville, *C:alifOrnia 95965 - Telephone (916) 538-75 1 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 68-150-106 AR1 ZONING BUILD. G PERMIT OWNER PHIL & BETTY HORTON T534 N 1110 SQ..FT. OCC. BUILDING VALUATION 2688 M 48, 384.00 OWNERS MAILING ADDRESS 1530 PLTT14AS AVE OROVILLE 572 C 6,656.00 CONTRACTOR'S NAME RICHARD WOOD TELEPHONE 533-6227 CONTRACTORS MAILING ADDRESS 93 LONG BAR OROVIULLE 95966 Fireplace CONSTRUCTION LENDER UNMOWN Total Valuation $ 55,0 0.00 Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 4041.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 2886. 5 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 61 JANICE WAYPLUMBING PERMITFEE $ 748,45 OROVILLE PERMIT Filing Fee 20.00 Each Trap 7.00 21.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other DET SHOP SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ]C1 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SHOP Mobile Home S G W @20.00 S PERMITFEE 71.00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service EOOV OR LESS ( 200A OR LESS ) 23.00 23.00 Main Service ( 200A TO I000A ) 46.00 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. r g-/ iD , License Class �� Lic. No. �1 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. so' OR ADDNS. ( 8 ACC. ) 3.5¢ FT. 94 -05 NEW CONST. MULTI -OUTLET UTLE NON-RFSID. ( BRANCH CIRCUITS ) 97.50 S ( POWER APPARATUS ) 8 SINGLE OUTLET UCIR Ex. Occup. (OUTLET OR FIXTURES) 209 L.00 sAl .so Ex. Occup. ( OUFIXED TLETS(RESID.°EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE _ 11 Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensationurance carrier and policy number are: Carrier_-��¢Tg l`-Uwd► Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those pr visions. X Date-/��� Signature of Applicalfit - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation 1 4-90 PERMITFEE $ Contractor Mobile Home Installation Fee $ Energy Inspectio Fee $ occ( co PE TOTAL FEE $381, 00 HAZ. D. FEES IM 00 COF C PD HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Dateq PERMITEXPIRESON 7 (ffia� Receipt No. 346.95// 180216// 5960 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK•INSPECT R GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF REVE40PIVIENTSERVICES - BUILDI DIVISION 7 COUNTY CENTER DRIVE - OROCLE�,AL"-IFORNIA 95965 -TELEPHONE (916) 5 -7541 PERMIT APPLICATION DATASHEET OWNER A. P. No. Proposed Building Use Building Inspector Date At time of ermit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation. .:............... . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... R. Engineered truss details and layout in duplicate (required prior to plan check). ... . obilehome data and mar ufacturer's installation instructions, 2 sets. ........... Fees of$j�e 3WadE'*'**— ho 1 Impact fees as shown on attached schedule. . 12 California Department of Forestry plan approval fees. 1 lood elevation letter (100 year flood by Californ( gineer. ...... ........ . . Sanitation and plot plan approval Health Department . ............ 1S. City of Chico plumbing permit . ......................................... 6. Plot plan and business license a proval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: 110 Peap%tpr(B) Parking: . ........ SAi. 18. Contact Land Development ab . it (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction ai�,proval required prior to,occupancy). . . Preanspedion request 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 7. Letter of intent on building use . ......................................... TTL L 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When yoy�ssue the permit, process as follows: Mail to owner. Mail to contractor. L, -'Telephone and hold for pickup at office. Deliver with inspector. — .Other 14 4 Parcel Creation 40K Acreage Applicant Date _3 Copy of Haz-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 submitted prior to per ' ' suan ! : ircle n Vtem not checked ab v 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone —mail Counter by _ Date Plans checked by ��� Date ' --"2-"-Plans approved by �-- Date 3 Sets of plans on hold in --File cabinet AP folder - Copy - Department of Public WorRs ` " s COUNTY OF 13UT M BUILDINs nRPT A>6, 0 4 1995 Attg planning and Building_ Department, The 200sq foot building on Janice Way is for the purpose of storing our Motorhome and a home business. I am aware of the zoning and the rules that apply for home businesses. Phil Horton -1-4W 6" "4/� C-,�djt -Xo�;� 068-140-.106 PERMIT# 96-012 2 -HORTON,,Phil'& Betty y 61'Janicel' Oroville' Cont --Marcus -Const:, Gas.Wtr,Htr & Htg"& A/C folr'Det,Shop 7A COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - 7 County Center Drive - Oroville, Californfa'95965 - Telephone APPLICATION AND PERMIT BUILDING DIVISI N� (916) 538-754 _ PERMIT NO, ASSESSOR PARCEL NUMBER 0¢$-15-0-106 ZONING AR1 BUILPfNGPERMIT owPHIL AND BETTY HORTON 54-1110 SO. FT. OCC. BUILDING VALUATION OW ERs MAI NG ADDRESS 7530 DUMAS AVE.. OROVII�E CA 95965 CONTRACTOR'S NAME MARCUS CONSTRUCTION TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE UNMOWN Total Valuation $ Filing Fee $ 20,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER NONE ,LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS 61 JANICE WAY OROVIILE PERMITFEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. S UBDNIS IONS NAME PARCEL MAP ,Solar Or heat pump water heater 23.00 Water piping 15.00 Q USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other DET SHOP SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities If, Installation ❑ Other ❑ Describe work: GAS WATER HEATER & PT(, AND A/C (SEE #95-1306) Mobile Home I S I G W 1 920.00 PERMITFEE J $ 50.00 Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service 6 OV OR LESS ( 2ooA OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 153" 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 reasonMECHANICAL NEW CONST. DWELLING OCCUR OR ( a ACI-. BUDS. ) SO. 3.5¢ FT. NEW CONST.MULTI.OUTLET CNS NON-RESIO. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. EX. Occup. ( OUTLET OR FIXTURES) 20 @ 1.00 BAL 0 .50 Ex. Occup. (OUTLETS (RES D.FIXED APPLINIS OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE s Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self-insure,for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit 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 PERMIT Filing Fee 20.00 9 Heating • 00 Cooling 15.00 Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work ot.a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith- M Iwi those provisions. et r Dateindicateffagove Signbf Aplicant - ❑ Owner ❑ Contractor ❑ Agent An OS�permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee is Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 100.00 HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL PD f HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Res utions to do work for wich fees have b epaid. ( 1/17/96 By Date (J;e�X , PERM IT EXPIR ES ON 9/28/96 (Date) Receipt No. 190680 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISI 7 County Center Drive - Orovi.11e,w'3WoCnia 95965 - Telephone (916) 538-754 ��� PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 068-15-0-106 ZONING AR1 BUIL NG PERMIT OWNER PHIL AND BETTY HORTON TELEPHONE 534-1110 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1530 PLUMAS AVE., OROVILLE CA 95965 CONTRACTOR'S NAME MARCUS CONSTRUCTION TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 61 JANICE WAY, OROVITIE PERMITFEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 Q USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other DET SHOP SPECIFY Each gas water heater or vent 15.00 15,00 Gas piping system 1 - 5 outlets 15.00 19.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities EX Installation ❑ Other ❑ Describe Work: ('AS WATFI2 i;FATFR R, NT(; ANT) A/C (4FF A5-1 �flhl Mobile Home I S I GI W 920.00 PERMITFEE g .50,00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service / a OV OR LESS 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 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 NEW CONST. DWELLING OCCUP.SO. OR NS. ( 8 ACC. ) 3.5¢ FT. NEW CCONST. MULTI-OUUTLETLE T NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (a SINGLE OUTLET CIR. / Ex. Occup. (OUTLET OR FIXTURES ) BAL @ 150 Ex. Occup. FIXED IS . OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE s Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit 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 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE S 50.00 Contractor 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 Labor Code, I shall forthwi ply�n i those provisions. X ______ Date r `� S gnatur f A ' licant - ❑ Owner ❑Contractor ❑Agent An O A permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE I TOTAL FEE $ 100.00 HA2. I D. FEES I IMP I FLOOD I CDF PARCEL PD I HD I ISSUE This permit is hereby issued under the ap licable provisions of the B County Code and/or Res tions to do work indicat a ove for w is fees hav b paid. BY r Date 1/17/96 PERMITEXPIRESON_ 9.128196ITE-D.D.S.-B.D. (Date) rW,ReNo. 190680 CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT GENERAL INFORMATION DATE OF PUNSING BUILDCONDITIONED FLOOR AREA COMATE ZONE 4 —16-9.5 2-11,1515 11 BUILDING TYPE NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION ❑ ALTERATION UNCONDITIONED (Fila Affidavit) METHOD OF ENVELOPE ® COMPONENT OVERALL ENVELOPE PERFORMANCE COMPLIANCE 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. This certificate applies only to building envelope requirements. The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 143 or 149 of Title 24, Part 6, Chapter 1. Piwase check one: tZ I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer or architect. I affirm that I am eligible under the e::emption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for worts that I have contracted to perform. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason: PRINCIPAL ENVELOPE DESIGNER - NAME SIGNATURE UC. NO. DA L., , I e-19(,89 I J) Indicate location on plans of Note Block for Mandatory Measures 1 4 ��"its For detailed instructions on the use of this and all Energy Effici cy ,' nd�rds compfiih a forrrls( Also refer to the Nonresidential 3nual published by the California Energy Commission.' r -NV -1: Required on plans for all submittals. Part 2 may be incgr�I'a n sph�d n plans. ENV -2: Used for all submittals; choose appropriate version dap ing orth of envelope compliance. ENV -3: Optional. Use H default U -values are not used. Choose appropriate version for assembly U -value to be calculated. W. NonroaldameW CompfleWO Form - Drcwnba 1991 PROJECT NAME'til a,J7 ATE 1191 1 96 1 ASSEMBLY NAME (09. Wall -1, Floor -1) W 4, u L--1 INSULATION R -VALUE (eg.R-19,R-22.etc. ) a-1 3 V--1 9 CONSTRUCTION TYPE (09. BIOCK Wood, MOW) 6v Y'7 Wo kO LOCATIONICOMMENTS: (09. Suspended Ceiling. Demising. etc.) Kr NontasklenoW Comp W9 Fatm Dwwnbw i9ol PROJECT NAME GROSS WALL AREA (GWA)Imo. GWA X OA DISPLAY PER- ER-IMETER(DP)N IMETER(DP) GREATER OF DP X 6 —� ATRIUM HEIGHT A FT �IF<55 IF>55'� ALLOWED 96..05 ALLOWED 96..1 I x _ ALLOWED % GR. ROOF AREA ALLOW. SKY. AREA If the ACTUAL SKYLIGHT AREA is greater than the ALLOWED SKYLIGHT AREA, then go to another mettod. ACTUAL SKY. AREA OPAOUE SURFACES GREATER OF ALLOW. RSHG If the PROPOSED ❑ ❑❑ ASSEMBLY U -VALUE* WINDOW AREA Is TABLE great Caen the TYPE HEAT INSULATION R -VALUE' MAXIMUM MAXIMUM (eg. Root, Wall, Frame) CAPACITY PROPOSED MIN. ALLOWED ALLOWABLE ALLOWABLE WA�L WINDOW AREA WINDOW AREA, Itil4 Ll, -2 ,L , L0 Ow go to another El t✓L PROPOSED method. I'� WINDOW AREA ATRIUM HEIGHT A FT �IF<55 IF>55'� ALLOWED 96..05 ALLOWED 96..1 I x _ ALLOWED % GR. ROOF AREA ALLOW. SKY. AREA If the ACTUAL SKYLIGHT AREA is greater than the ALLOWED SKYLIGHT AREA, then go to another mettod. ACTUAL SKY. AREA OPAOUE SURFACES WINDOW NAME ORIENTATION U -VALUE NOF (99. Window -1, Window -2) N E S W PROP. ALLOW. PANESffi ❑ ❑ 1:1 E]❑❑❑❑ [--IF-][:] El ❑❑❑❑ ALLOW. RSHG Y N ❑ ❑❑ ASSEMBLY U -VALUE* ffl TABLE ASSEMBLY NAME TYPE HEAT INSULATION R -VALUE' VALUES? (eg. Wall -1, Floor -1) (eg. Root, Wall, Frame) CAPACITY PROPOSED MIN. ALLOWED PROPOSED MAX. ALLOWED WA�L 13 Itil4 Ll, -2 ,L , L0 3 ) El t✓L 9 mommmm ' For each assembly type, meet the minimum Insulation R -value or the ma)dmum assembly U -value. D• WINDOW NAME ORIENTATION U -VALUE NOF (99. Window -1, Window -2) N E S W PROP. ALLOW. PANESffi ❑ ❑ 1:1 E]❑❑❑❑ [--IF-][:] El ❑❑❑❑ ALLOW. RSHG Y N ❑ ❑❑ ffl MMMMM D• WINDOW NAME ORIENTATION U -VALUE NOF (99. Window -1, Window -2) N E S W PROP. ALLOW. PANESffi ❑ ❑ 1:1 E]❑❑❑❑ [--IF-][:] El ❑❑❑❑ ALLOW. RSHG PROPOSED RSHQ ffl MMMMM mmmm mommmm ISKYLIGHTS SKYLIGHT NAME GLADNO NOF U -VALUE SHADING COEFFICIENT (eg. Sky -1, Sky -2) TRANSLUCENT TRANSPARENT PANES PROPOSED ALLOWED PROPOSED ALLOWED ❑ ❑ i IL El❑ Nonnisi WnW Compliance Form Deownbw 1991 M ArJ Oa (Ow-'( M Nonresiddralia' Energy Standards Compliance (Title 24, Part 61, Cly. 1) Envelope Mandatory Measures r Installed Insulating Material shall have been certified by the manufacturer to comply with the Califomia Quality Standards for insulating materal. 0 All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections §1712 and §1713 of the UBC. 0 All Exterior Joints and openings in the building er,valope ihat are observable ` sources of air leakage shO be. caulked, Basketed, weatherstripped or otherwise sealed. Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). Q Manufactured Doors and Windows installed shall have air infiltration rates c_: ti: i,:c : ,d rr;: , ji,4cturer per 2- 5316(a)l. AfterJuly.1, 1993, manufactured fenestration products must be labeled for U - value according to NFACprocedures. �' PROJECT NAME • /I ' 1 5 DATE Pr ?CT ADDRESS BUILDING TYPE JNJ I CF_ WAf On4OQ LL -f= HIGH RISE RESIDENTIAL HOTELIMOTEL GUEST ROOM Pwm PRINCIPAL DESIGNER -MECHANICAL TELEPHONE (,j PW- A.aC-0I-rr C -Ts q /6 - 89 Z -bac _... DOCUMENTATION AUTHOR TELEPHONE PROOF OF ENVELOPE COMPLIANCE PREVIOUS ENVELOPE PERMIT ,GENERAL.- . DATE OF PLANS -4 5 BUILDING CONDITIONED FLOOR AREA 2-&b E. BUILDING TYPE NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTELIMOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION ALTERATION METHOD OF MECHANICAL COMPLIANCE 21 PRESCRIPTIVE PERFORMANCE PROOF OF ENVELOPE COMPLIANCE PREVIOUS ENVELOPE PERMIT El ENVELOPE COMPLIANCE ATTACHED 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. This certificate applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical rr •irements container: in sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Please check one: �I I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer, mechanical engineer, or architect. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason: PRINCIPAL MECHANICAL DESIGNER - NAME SIGNATURE UC. NO. DATE J . Arz jr--- . c.l 96,69 /�9�9G Indicate location on plans of Note Block for Mandatory Measures A c~ For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential 4anual published by the California Energy Commission. MECH-1: Required on plans for all submittals. Parts 2 $ 3 may be incorporated in schedules on plans. MECH-2: Required for all submittals; choose appropriate version depending on method of mechanical compliance. MECH-3 and MECH-4: Required for all submittals. I NonremisnOW Complw" Form Deewnber 1991 ROJECT NAME S �r DATE I /o SYSTEM NAME TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY -RESET? VENTILATION OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE OUTDOOR AIR CFM HEATING EQUIP. TYPE HIGH EFFIC.? MAKE AND MODEL NUMBER COOLING EQUIP. TYPE HIGH EFFIC.? MAKE AND MODEL NUMBER MECHANICAL SYSTEMS A( --I 11 WW4 11 P 0 N CODE TABLES: Enter code from table below into columns above HEAT PUMP THERMOSTAT? ELECTRIC HEAT? VAV MINIMUM POSITION CONTROL? Y: Yes SIMULTANEOUS HEAT/COOL? N: No HEAT AND COOL SUPPLY RESET? HIGH EFFICIENCY? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL S: Prog. Switch H: Heating Enter number of I: Inlet Vanes O: Occupancy Sensor C: Cooling Isolation Zones. P: Variable Pitch M: Manuel Timer B: Both N: Not Required V: VFD D: Demand Control O: Other VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM B: Air Balance A: Auto A: Air Enter Outdoor Air C: Outside Air Cert G: Gravity W: Water CFM. M: Out Air Measure N: Not Required Nola: This shell be no D: Demand Control lass than Column G an N: Natural MECH-4. )ROJECT NAME DATE SYSTEM NAME SYSTEM NAME DUCT TYPE (Supply Retum, etc.) DUCT LOCATION Roof, Plenum, etc.) A17( C- A -77f C - PIPE TYPE ply, Retum, DUCT TAPE ALLOWED? Y N © ❑ ❑ ❑ ❑ ❑ ❑❑ ❑❑ ❑❑ 0 0 ❑❑ R ❑❑ INSULATION REOUIRED? Y N a❑ ❑a E] 1:1 ❑❑ a❑ F-1 El ❑❑ a❑ DUCT INSULATION R -VALUE -,21 N /A PROJECT NAME 0'--) / S SYSTEM NAME 19 0 FLOOR AREA NOTE: Provide orw copy of this form for each mechanical system when using the Prescriptive Approach. 71 1. DESIGN CONDITIONS: - OUTDOOR, DRY BULB TEMPERATURE - OUTDOOR, WET BULB TEMPERATURE - INDOOR, DRY BULB TEMPERATURE - VENTILATION LOAD TOTAL CFM (From MECH-4) - ENVELOPE LOAD - LIGHTING 'L WATTS / SF -PEOPLE N OF PEOPLE (From MECH-4) - MISC. EQUIPMENT WATTS / SF - OTHER - OTHER (Describe) Oda (.00 (Describe) TOTALS 9. SELECTION: A. SAFETY/WARMUP FACTOR B. MAXIMUM ADJUSTED LOAD (Totals from above X Safety/Warmup Factor) C. INSTALLED EQUIPMENT CAPACITY IF UNE 3-C IS GREATER THAN LINE 3-B, EXPLAIN FAN DESCRIPTION /�. DESIGN BRAKE HP L2 a a OTE: Include only fan systems exceering 25 HP (see §144). Total Fan System Power Demand may not exceed 0.6 Watts/CFM for constant volurrw systems Or 1.25 Wetts/CFM for VAV systems. ..o NUMBER OF FANS COOLING HEATING 104- 1137 37 G-6) 3&.31 61-e4 14.06 2,2- 'if' 5 1,42- -7,0,7 0 i3. 33 9• 9)0.5 u/ 43 I �.�� 5 2a 0-4) KBtu / Hr KBtu / Hr 0 PEAK WATTS B x E x 746 / (C x D) TOTALS TOTAL FAN SYSTEM POWER DEMAND WATTS / CFM CoI. F / Col. G (Nonresidential Comp/lanoa Foran Deoernbe► 1991 PROJECT NAME DATE � 51-irJ� SYSTEM NAME MAKE AND MODEL NO. G—( Well 2--r— HEATING EQUIPMENT DESIGN OUTPUT (BTU / HR) DESIGN CFM RATED EFFICIENCY UNITS I ALLOWED PROPOSED I! ECONOMIZER ❑❑ El 1:1 ❑❑ F-1 1:1 a❑ ❑❑ F-1 1:1 ❑❑ El F-1 ❑❑ El ❑❑ PROJECT NAME 'lZJ✓LZ G � S I -%P DATE SYSTEM NAME 7 NOTE: Provide one copy of this form for each mechanical system. MECHANICAL VENTILATION W © ❑E F © 0 EOJ❑ ❑K AREA BASIS COND. I MIN. AREA PER SF CFM (SF) (B X C) TOTALS (FOR MECH-2) OCCUPANCY BASIS NO. MIN. OF CFM PEOPLE E X 15 //,:Y- lv GO REO'.. OjL (MAX. OF _DOR F) DESIGN SUPPLY CFM tmiZZ% VAV MINIMUM CFM LARGEST DESIGN MIN. MIN. CFM CFM �C Minimum Ventilation Rate per Section 2-5321, Table 2-53F. E Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density. H Must be greater than or equal to G, or use Transfer Air. If zone reheat or recool Is used, I must be less than or equal to H X 0.3, or less than or equal to B X 0.4, or less than or equal to 300 CFM, whichever is larger. J Must be less than or equal to I (if applicable), but no less than G, unless Transfer Air (I) Is used. K Must be greater than or equal to (G - H), and, for VAV, greater than or equal to (G - J). NOnres(clanf(al Compliant Foran Dooember 1!7!71 Me -C-4 til kNo A-ryw MeP&XIF-s Equipment and Systems Efficiency - Er Any appliance for which there is a California standard established in the Appliance Efficiency Standards may be installed only if the manufacturer has certified to the Cor,Tnis::ion. us specified i^ those regulations, that i:he appliance complies with the applicable standard for that appliance. Included are room air conditioners, central air conditioning heat pumps (regardless of capacity, except that requirements for central air conditioning heat pumps with cooling capacity of 135,000 Btu/hr or more apply to heating performance but not cooling performance), other central air conditioners with a cooling capacity less c .an 1'31b,000 3b;/hr, fan type central furnaces with input rate less than 400,000 Btu/nr, boilers wall furnaces, floor furnaces, room heaters, unit heaters, and duct furnaces shall have been certified to the California Energy Commission by its manufacturer to comply with the Appliance Efficiency Standards. The following space conditioning equipment may be installed only if the manufacturer has certified that the equipment meets or exceeds wi applicable efficiency requirements listed in 112 of the Energy Efficiency Standards: all air conditioners, heat pumps and condensing units > 135,000 Btu/hr, all water chillers; all gas-fired boilers > 300,000 Btu/hr, all oil -fired boilers > 225,000 Btu/hr, and all warm air furnaces and combination warm air fumaces/air-conditioning units > 225,000 Btu/hr. Fan type central furnaces shall not have a pilot light. 3' Piping, except those conveying fluids at temperatures between 60°F and 105°F, or within HVAC equipment, shall be insulated in accordance with Standards §123. MECH 4.62 Ur Air handling duct systems shall be cct.-:tru^:ed, installed, say ? p^r+ insulatEc, as provided in Chapter 1 C- n; the Uniform Mechanical Code. Controls UK Each sFc:.a conditioning system shall be installed with an automatic time switch with an accessible manual . override that allows operation of the systerr.. during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends; incorporate an automatic holiday "shut-off" feature that turns off all loads for at least 24 hours, then resumes the normally scheduled operation; and has program backup capabilities that prevent the loss of the device's program and time getting for at least 10 hours if power is interrupted. 0 Each space conditioning system shall be installed with an occupancy sensor to control the operating period of the system. 0 Each space conditioning system shall be installed with a 4 -hour timer that can be manually operated to control the operating period of the system. 0 Each space conditioning system shall he installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating thermostat setpoint. O Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback cooling thermostat setpoint. 0 Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone shall: Nonresidential Manual not exceed 25,000 square feet; sham- be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off Independently of o"mer isolation areas; and shall be controlled by a time control device as described above. - . O Each space conditioning zone shall be controlled by an individual thermostatic control that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55°F or lower. For cooling, the control shall be adjustable up to 85°F or higher. Where used to control both heating and cooling, the control shall be capable of providing a dead band of at least 5°F within which the supply of heating and cooling is shut off or reduced to a minimum. 3" Thermostats shall have numeric setpoints in °F. O Thermostats shall have adjustable setpoint stops accessible only to authorized personnel. O Heat Pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. Electric resistance supplementary heater operation is permitted during transient periods, such as start-ups and following room thermostat setpoint advance, when controls are provided which use preferential rate control, intelligent recovery, staging, ramping, or similar control mechanisms designed to preclude the unnecessary operation of supplementary heating during the recovery period. Supplementary heater operation is also permitted during defrost. 4. Mechanical Systems Ventilation Ca' Controls shall be provided to aiic-k, outside air dampers or devices to be operated at the ventilation rates as specified in these plans. Q( Gravity or automatic dampers ir-:erlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of, all space conditioning and exhaust systems. ❑ All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. ❑ Air Balancing: All space conditioning and ventilation systems shall be balanced to the quantities specified in these plans, in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1986). 0 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor. Service Water Heating Systems ❑' The following service water heating systems and equipment may be installed only if the manufacturer has certified that the equipment meets or exceeds all applicable efficiency requirements listed, in §113 of the Energy Efficiency Standards: 011 -fired storage types > 105,000 Btu/hr; Oil- fired non -storage types > 210,000 Btu/ hr, Gas-fired non -storage types > 200,000 Btu/hr. 0 Unfired service water heater storage tanks and backup tanks for solar water heating systems shall have either MECH 4-63 external insulation with an installed R - value of at least R-12; internal and external insulation with a combined R - value of at least R-16; or sufficient insulation so that the heat loss of the tank surface based on an 80-F water - air temperature difference shall be less than 6.5 Btu/hr/sf. 0 If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. O Lavatories in restrooms of public facilities shall be equipped with: O Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per minute O Foot actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. O Proximity sensor actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. O Self-closing valves, and outlet Iav,ces that limit the ;i,;w G' h,t watnt to a maximum of 2.5 gallons per minute, and 0.25 gallons/cycle (circuiaiinrq system). O Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute. and 0.50 gallons/cycle (non -circulating system). O Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.75 gallons/cycle (foot switches and proximity sensor controls). O Lavatories in restroom of public facilities shall be equipped with controls to limit the outlet temperature to 110'17. MECH 4-64 Pools and Spas 0 Pool and/or spa heating systems or equipment shall be installed only if the.. manufacturer has certified that the system or equipment meets the requirements of §114 and §115 of the Energy Efficiency Standards. Equipment shall not have a pilot light. All such systems shall be inst4lled-with at least 36" of pipe between the filter and the heater to allow for the future addition of solar heating equipment. 0 A cover shall be provided for outdoor Pools. 0 A cover shall be provided for outdoor spas. O Pools shall be installed with directional inlets that adequately mix the pool water. 0 Pool circulation pump(s) shall be provided with a time switch that allows the pump to be set to run in the off- peak electrical demand period, and for the minimum time necessary to maintain the water in the conditions required by applicable public health standards. Nonresidential Manual PROJECT NAME P 'ECT ADDRESS J WiIC.*- W PRINCIPAL DESIGNER - LIGHTING L, J , In1&/Z-0 DOCUMENTATION AUTHOR DATE OF PLANS 4-ILb-9s BUILDING TYPE PHASE OF CONSTRUCTION (METHOD OF LIGHTING COMPLIANCE P4 L- Aet W Tis ,T TE f TELEPHONE 916 — 892 _45cv� TELEPHONE 91.6 -Of 9W8 Bunning Permit t Chedced by/Dete x«Cra,r Ate; BUILD:n—= C:UND!TIO�NjED FLOOR AREA ® NONRESIDENTIAL LJ HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOD' NEW CONSTRUCTION ADDITION ALTERATION COMPLETE BUILDING AREA CATEGORY TAILCHED PERFORMANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the Califomia Code of Regulations. This certificate applies only to building lighting requirements. The Principal Lighting Designer hsret:v .:er!ifipcthe proposed building design -epreresented in this set of constr. c!ic• documents is consistent with the other compliance forms and worksheets, with the specifications. and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements I contained in sections 110, 119, 130 through 132, and 146 or 149. ise check one: f4 I hereby affirm that 1 am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer, electrical engineer or architect !—_1 I affirm that I am f-==gibie L;i-der the exemption to Civision 3 of the Business and Professions Code by Section 5531.2 Qi the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents f•:r ;pork that I have contracted to perform. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason: (PRINCIPAL LIGHTING DESIGNER -NAME (SIGNATURE / - - I UGl�bB 9 1DAIT� L. WN �L f� 1 co Indicate location on plans of Note Block for Mandatory Measures For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential 4anual published by the California Energy Commission. .TG -1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. LTG -2: Required for all submittals. LTG -3: Optional. Use ony if lighting control credits are taken. LTG -4: Optional. Use only if Tailored Method is used. Parts 2 and 3 used only if applicable. Nonresiden" Com#Wm Fam Docwnbw 19811 PROJECT NAME CONTROL LOCATION (Room # or Dwa. M LAMPS TYPE NO.OF L..AMPS WATTSAAMP I F I H El �& 01 El 11 Ll 01:11:1 01:11:1 1:11:11:1 El El 0 !1 5 , 2-5 CONTROL IDENTIFICATION CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch. Exterior,etc.) CONTROL TYPE etc. DATF BALLASTS TYPE qE NOTE TO NO. L.UMINAIRE HELD" rZ4-t Ej 0 6E] El El 1:1 El El El 0 ❑El [I El El El 1:1 El El El El El 1 El 1:1. SPACE CONTROLLED fit 4 0---n t -114- LUMINAIRES CONTROLLED TYPE F #OF LUMIN. NOTE Ti FIELD NairsulleneW Ciornpmom Fm" . . Decernbw 1991 '�AOJECT NAME - _-- _-- - DATE L 1��7�J% SNvP I LUMINAIRE NAME HGP LT t DESCRIPTION l L • S �kc.✓� t-1 � NUMBER OF Lt;o:dNAIRES If not using the CEC Default value, please provide supporting documentation. WATTS PER LUMINAIRE (Including Ballast) CEC DEFAULT I Y N• ® ❑ ❑❑ ❑❑ ❑❑ ❑❑ 23 LESS CONTROL CREDIT WATTS D (FROM LTG -3) - Z ADJUSTED ACTUAL WATTS z5 % AREA SUBTOTAL FROM THIS PAGE 2' ' PLUS SUBTOTAL FROM CONTINUATION PAGE COMPLETE BLDG. AREA LESS CONTROL CREDIT WATTS D (FROM LTG -3) - Z ADJUSTED ACTUAL WATTS z5 % ALLOWED LIGHTING POWER (Choose Oirlw ICOMPLETE.BUILDING METHOD WATTS PER SF COMPLETE BLDG. AREA ALLOWED WAT a BUILDING CATEGORY (Fron Table 2-53M) qn-'04— GOM'"l £ IAjy)L/S w Cktir t_DI - Z X88 z5 % AREA WATTS AREA CATEGORY (From Table 2-53N) AILORED OR PERFORMANCE METHOD.. .....:.:.;..::::::.:.. ❑ TAILORED ❑ PERFORMANCE TOTAL ALLOWED WATTS (From LTG -4 or hem computer run.) onresid nsW C,ompimnoe Form Deownber 191 WATTS AREA ALLOWED PER SF (SF) WATTS AREA WATTS TOTALS AILORED OR PERFORMANCE METHOD.. .....:.:.;..::::::.:.. ❑ TAILORED ❑ PERFORMANCE TOTAL ALLOWED WATTS (From LTG -4 or hem computer run.) onresid nsW C,ompimnoe Form Deownber 191 LTA NA NNS M 5,4sVet- 3 ❑ Building Lighting Shut-off The building lighting shut-off system consist of an automatic time switch, with a zone for each floor: or iho buiiding is separately metered and less than 5,000 square feet; exempt from the shut-off requirement. ❑ Override for Building Lighting Shut-off The automatic boding shut -off -system is provided with a manual, accessible override switch in sight of the lights. The area of override is not to exceed 5,000 sf. ❑ Automatic Control Devices Certified All automatic control deviceG specified are cer+.ified, all aitemate equipment shall be certitied and installed as directed by the manufacturer. Fluorescent Ballast and Luminaries Certified All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be certified. i Tandem Wiring for Two -Lamp Ballast's All one and three lamp �_.�w4^cant fixiur&f are tandem wired with two (21 lamp ballast where required by Standards §132; or All three lamp fluorescent fixtures are specified with electronic high -frequency ballast's and are exempt from two -lamp tandem wiring requirements. ❑ Individual Room/Area Controls Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor -to -ceiling walls. ❑ Uniform Reduction for Individual Rooms All rooms and areas greater than 100 square feet and more than 1.2 watts per square foot of lighting load shall be controlled with Bl- LTG '.aval switching for uniform reduction of lighting within the room. ❑ Daylit Area Control All rooms with windows and skylights, that are greater than 250 square feet, and that allow for the effective use of daylight in the area sha;l have _50% of the lamps in each dPylii area controlled by a separate switch; or Tire ei"� ective use of daylight through cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of year is included on plans. ❑ Control of Exterior Lights Exterior mounted fixtures and served from the electrical panel inside the building are controlled with a directional photo cell contro on the roof and a corresponding relay in the electrical panel. The above notes are only examples of wording. Each mandatory y,asure that requires a separate note should be listed on the plans. 5-34 Nonresidenbal Manual i' f� RESIDENTIAL A r 068-150-106 PERMIT#95-1305 HORTON, Phil & Betty 61 Janice Way, Oroville Cont; Richard Wood New Single Family S- 130 OFFICE COPY 4 Address GAS Meter By Date M� c t . ELECTRIC Meter By Date JOB FINALED (Date) Signature J=OK O=Not OR " = Not Applicable =Not Ready MOBILE HOMES - Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"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. Exits; Insp.-Sketch 10. Cert. of Occupancy 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. 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-Panelboards-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 (Single = Date UNDERFLOOR (Plans) OK except k's Q+t' Z ' g -Setbacks- Ease ments-Flopd-Slope 1111411.1 Ftg_.Main; Soils -Elea G '/ Ftg. Depth L3-Ftg., Garage; Soils-Steel-Elec. Grnd.-V,4.0 Ftg. Depth 4. Ft Porches & Decks; Soils -Steel-/ /Ftg. Depth St alts, Main; Steel -Bloc kouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. H91d'6owns and Special Anchors `7a D -Slab; Steel -Wrapped 8. Pie rs_Fireplace Ftq.-Steel Test -2 Wav C/O -Sewer Test ` 10. UF. G s Pipe; Size -Anchors - yard gas piping: size -test 44-Wa-ter Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground ,1 _ 13. Plenyu69'Ducts: Clearance -Material -Support -Ins. Gird s`Sills-Anchor ccess & Ventil tion Insulation /% y - Date Card B-1- ' Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except u's E. W ter Htr.: Vent -Access -Combustion Air -Baffle --------- ---- ---------------------------- Water Pipe: Test & Anchor -Nail Protection ------------------ ------------------------- k -4-&--D.W.V.: Test -Fittings & Anchor -Nail Protection ----------------- —---------------- 19. Shower Pan: Test. First Floor -Tub Access — 20,Test Tub & Shower, Second Floor -Tub Access X21. 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 --------- -r1------ ---- ----------------------------------- ------------ 3. EI c.'Receptacles Spacing -Lights & Switches at Doors -------- --- -- ----------------------------------------------- - 24�. Size Boxes & No. of Conductors -Stapled _ 25. RRoonw-Installed Close to Edge of Studs & C.J. ------------------------------------------------ Equipround made up w!Mech. Fastners - -- -Bond Gas &Water ------- -------------------------------ond G--- Appliance Circuts in Kitchen & Conductor Size/GFI feed Wire Sizer ga. Cu or AI-A.C. Wire Size ! ! ga. Cu or V - - - --- ------------------------------------------------------- ---------------ange Circ. / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insu�lae Neutral ❑ Yes ❑ No yr ce-Riser Conductors & Ground -Main Disconnect ---------- - -- --- -------- ---- -- ------ -- ------------------ --------------- ----------------------------------------------------------------- 31. Equip. arances Panels-Motors-Mech. Equip. ------- -- -------------------------------------------------- hes Closet Light -Shower Light -Spa Light --- - --- ---------- - ----- ---------------------------- moke Detector --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 '------------------------------------------------------------------ ---------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's Ducts Insulation & Support Ve Fan; Exhaust above insulation --- ------------------------------------------ %.aa Condensate Drain & Overflow; Size & Grade Furna -Comb. Access -Comb. Air -Return Air Vent -115 outlet -- ------- - ------ -- --------- ----------- ----- - ---- - --- - - - 3 ttic 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 a's Sil . Proper Material & Anchors ---- - -- - - ---------- _____. Walls Studs -Nailing Spacing & Bracing -Plates -Sound - ---- -- - ---------- ------------------------- ------------- -- - - - Bearm Walls over Girders & Floor Nailing �42'Draft Stop in Walls (rat proof) --------- ----- -- --------------- -------------------------------------------- � gq Fir top's: Furred Ceilings -Stairs -Chases -Tub --------- i� --- --- -------------------------- Headers & Beam -Size & Bearing & Duplex) Date FRAMING (Continued) ----� -S-Hangers-Post Caps -Anchors -Connectors - Cc�4 . Cing. Joist-Rftr. ties-Purlin-roof Bra c-Truss-Shthng.-Ring. 47. Fi�rep�lace Ties or Type A Flue -Fireplace Throat clearance L-4.8`Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles --- -` �-Bdrm,-Windows or Exiting Doors -Sill Hgt. & Dimensions G rage Fire Protection Framing 1. Property Line Firewall & Openings �P. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits ----35ta1iS�i_dth-Headroom-Rise-Run-Landing-Fire Protection t�34. p1yw6od on Roof Overhang -Attic Vents -Rafter Outriggers ding -Nailing Veneer ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. lazing Area -Glass Protection -Skylights -Plastic 8. Slj�r Walls; Nailing -Bolts //-/ 5-- %1%%� Ins tion -Walls -Ceilings Infiltration -Walls -Windows Date 7%ljCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft's 1. Ext. Steps -Door & Sidelight Protection -Landings ------ Smoke Detector ------------ urnace; Vents -Clearance -Comb. Air -Connector- In arag_e: Above Floor-Ducts-Mech. Protection -----------_----Be room Exiting ---- Y@5. G.F Bath Fixtures & Tub Access -Spa EI Trim & Subpanel; Breaker Sizes & Labels - --- --- ----- -_------- 7. Stair &Rails Fireplace or Stove: Clearances -Hearth Elec. Outlets at Wood Panel: Int. & Ext. --------------------- &Appliance: Grnd.-Air Gap -Cooking Clearance --------- - - - Elec. Outlets & Receptacles at Kit. Counter -- arage Fire Door; Swing -Landing -Closer ------------------------------------- - - 7 Garage -Damper _ 74. tr. Htr Vents -Clearance -Comb. Air -Connect - V. In Garage: Above Floor-Mech. Protection /�! I�b.. Elec. &Mech. Equip. Listed for L oe ion -Elec. Receptacles in Garag G ) omex Protection sulation-Foam-Looked in Attic ❑ Yes -------------------------------------------- - -Deck Construction -Post Caps -------------- ---------------- - --- -- - - - 1,79�Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ...---------------------------------- - ----- -- 80. Following instld.: Drive es ❑ No: Walks Yes ❑ No; Plan ers ❑Yes P'10 -- -- t(Ucco: Brown -Finish C n I. D sconnect. Electrical, Plumbing Oents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to _ Openings 84. Water Well; Disconnect, Electrical, Plumbing --- Exterior Elec. Trim; G.F.I. Receptacle -Underground V tiIation Throughout House - - ..--__. .. - - -- -------- ----- Glass Protection - 88. Corrections from Previous Inspections__ _ ---- --- - - -- --- — - - - as Test -Meters Tagged Gas -Electric -- - --- ---- ------ ----------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval y nergy Compliance Certificate -Other Certificates f- -------- ---------------- ---- ---- Date Card B-1 _Date _ _Card B-1 - Dat�Card B_1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ., .... _ ,:-.� v, , ,�i�--� r� 8- �'� -e more immy to i i ear infections, ieumonia. All CHDP checkups include: ►odels for children. If • Head to toe checkup 21thy-environment • Vision & hearing tests at home and in •Teeth &Gum checks mh as! cars, • Immunizations as needed :hildr6 will learn • to • Growth & Development checks 511. • Laboratory tests as needed • Health information J FREE • Tobacco Use Prevention 6 3/4" X 5" blue and white CHDP also provides dental and doctor -NO SMOKING referral when necessary. ,sign for your i� home. For more information call CHDP at Call 538-2075 538-7553 or 1-800-339-2941 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIN IVISION 7 County Center Drive - Ore ille, -California, 95965 - Telephone (916) 8-754 PER IT NO. APPLICATION AND PERMIT �J fin+ ASSESSOR PARCEL NUMBER 068-150-106 AR1 ZONING UILDING PERMIT OWNER PHIL & BETTY HORTON TELEPHONE 534-1110 SO. FT. OCC. BUILDING VALUATION 2661 R 143694. � OWNERS MAILING ADDRESS 1530 PLUMAS AVE OROVILL; 5965 212 spa 8,480. CONTRACTOR'S NAME RICHARD WOOD � TELEPHNE 533- 6227 � 641 M 11, 538 . 597 C 7,761. CONTRACTORS MAILING ADDRESS 930 LONG BAR OROVILLE, 95906 - Fireplace Ia 1,500. CONSTRUCTION LENDER UNKNOWN Total Valuation Is 172,973. Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 895.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 581.75 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 61 JANICE, WAY PERMITFEE $ 1,519.75 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 1 7.00 84.00 LOT NO. SUBDNISION'SNAME PARCEL MAP Solar or heat pump water heater 23.00 USE OF STRUCTURE SF JK Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 15 .00 Building sewer 15.00 115.00 TYPE OF WORK New C2X Addition ❑ Remodel ❑ U61ibes ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Mobile Home S G W @20.00 PERMITFEE $ 164.00 Contractor ELECTRICAL PERMIT Filinq Fee 20.'00 Main Service ( e00v OR LESS ) 200A OR LESS 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 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 i ull force and effect. License Class Lic. No. 7��5 �lO OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BUDS. ) SO. 3.50 FT. 115.5.5 NEW CONST. / MULTI -OUTLET NON -RES ID. \ BRANCH CIRCUITS ) 97.50 OWER APPARATUS ( P ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES ) 20 Q 1.00 BAL so Ex. Occup. ( OUTLETS (RESID.) EA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 ppial elert-cir -;iib 20.00 PERMITFEE $ 188.55 Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. XI 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 HVAC 15.00 Cooling JUL 00 Hood 6.50 6.50 Ventilation PERMITFEE S 61.00 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall° not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith om y with those pr isions. X /�Date ,�g/,/1-- 9_r__**"-- Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is coNsr��ypE TOTAL FEE $ 1)979.30 Z. D. FEES �s Qp D R CDF PD HD ISSU This permit is hereby issued under the of the Butte County Code and/Or indicated above for which fees By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date �J (Date) Receipt No. 666.55 -// 180216 /�� DC7 3 �, WHITE•D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPEGrTOR GOLD NROD-APPLICANT d W A th +-COUNTYOF BUTTE - DEPARTMENT'OF Df'VELOPMENTSERVICES - BUIL MG -DIVISION 4 7 COUNTY CENTER DRIVE - ORQVILLE, CALIFORNIA 95965 -TELEPHONE (9 6) 538-7541 i PERMIT APPLICATION DATA SH ET OWNER Proposed Building Use Building Inspector A. P. N0161 /0 Date At time of pe`rmit application, I was advised the following data must be submitted prior to permit processing and/or issuance: iDATE RECEIVED BY 1; All items have been submitted .......................................... 2.\,Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ....................... 4, Engineered plans and calcs, 3/4 sets, with wet signature on plans. ........ !... . 5. Hazardous Material Form. . A/ 6. 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ....................... �Lt/ 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . obilehome data and manyfacturer's installatio instructions, 2 sets. ........... 0. Fees of $ ., , S i �l �. � .............................. Impact fees as shown on attached schedule. 2. California Department of Forestry plan approv. fee �lJX" " 1-(,Q//. �.......... . 1 Flood elevation letter (100 year flood) by California Engineer ................... It U. Sanitation and plot plan approval Health Department . ............ t. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). ...Pre4;eon. rego, 20. Pre -inspection for required. .. to Building Inspector (Data 21. Contractor's license information. (No., Name Style, Classification) . .............. j 22. Certificate of Workmans Compensation Insurance . ......................... . Owner Builder Verification (Given to owner Mail to owner _)............ . Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ......................................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use. ...................................... . 28. Mobilehome utility clearance ....... .................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ...................................................... 33. 34. When you is a the permit, process as follows: Mail to owner. Mail to contractor. elephone and hold for pickup at fj office. Deliver with inspector. Other / , Parcel Creation Acreage Applicant Date 6 6 — %_ Copy of Haz-Mat form sent Health Dept. Fire Dept. AirPollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit iss ance: (Circle new item not chle above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by � �;) Date - -`,50-25 Sets plans on hold in ✓ File cabinet AP folder �o`5� 6 /r Og�,��j Copy - Department of Public Works l �/'� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER l/� A.P. PROPOSED BUILDING USE DATE REC. # DATE REC 1SCHOOL DISTRICT FEES (paid at District Office) ....................... 2. SHERIFF FEES (paid at Building Department) Residential...... x unit amt. Commercial (sqft) x _$ sq.ft. amt. /0�3. URBAN AREA FEES (paid at Building Department) Residential (per unit) # x =$ units amt. Commercial (per sq.ft) x _$ sq.ft. amt. _4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES (Contact Land Jeti:'_or-e=_ ^Jvzsion).............. 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) .10®'6-b OTHER CO� 8. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE \50 BUTTE COUNTY SCHOOLTIMPACT FEE CERTIFICATION FORM (One Form Per Building) School Districty Building Department No A.P. Number6z=/S(� /U-�_ Jurisdiction: City County. Property Owner 1L`77 /`�� 7/V ) Property Location/Address J "q / kl�—/ C, Subdivison Lot No. -Residential Development Sq. Footage 42?/ / No. of Living MHI Addition (Group R) Units Commercial/Industrial 0 New Addition (Floor Plans reviewed by School District Personnel) District Identification No._sU yz Sq. Footage (Including Exterior Roofed reas) Date School District certifies that`d — 0 (Applicant (Street Address) (Phone Number) n (City) has complied with the requirements of Resolution No. represensquare feet. i School District Representative (State) (Zip Code) f /(J by payment of $ y AB 2926 $ FULL MITIGATION $ �9 Date Paid by Check # �% / Remarks!" Bank Number /� p _ _ ' Paid by Cash IT, suDsequent to the 5cnooi uistrict Hepresentative. 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.wkl (11/94)dmm _1 95-0311751 Rec Fee 9.00 COP 1.50 And when recorded mail to: Recorded I Check 10.50 Building Division Official Records I #7 County Center Drive County of I Oroville, Ca. 95965 Butte I Candace J. Grubbs I f Recorder I I ✓ a 9:26am 13 -Sep -95 1 PUBL XX 2 j • J AGRICULTURAL STATEMENTOFACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT _ =s , Section 26-8 of the Butte County Code requires this acknowledgment to be,recorded prior to `issuance of a building permit. The property described .herein is, adjacent to land or included within anarea zoned for agricultural purposes, and residents of this property may be subject to inconveniences or,discorrd rt„ from . the:. use of agricultural chemicals, including. but not limited to herbicides, pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke. noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent; property should be prepared, to accept such inconvenience or discomfort from normal.. necessary farm operations. .it, �. All that real property situate in the County of Butte. State of California. described as follo%.'s: r =• v Date: 61- I2. '95 PROPERTY OWNERS: State of California County of �e On before me, /, A61111 el personally appeared .14. 120VZGTdr!/ ersonall-, known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. ICHARD FEUERSTEINit COMM. #988104 NOTARY PUBLIC-CAUFORNIA 0 s . BUTTE COUNTY Signature Seal: ,. My Comm. Expires Feb. 28,1997 71 Le id�Ppqp _Poon ginning at the Southerly most comer of said Parcel 3; thence, North 600 001 00" East *along _atoul f t a t 30* 00' 00" e H i-260 1'00 -feet; thence leaving said line North -Southeasterly line of saidParci -feet;-thence utt.,., a. mllel with said Southeasterly line, 202.72 We�, 1.0.00 So .60! 00!.O.ONVest,,p sterty44.ne of said.-F,!arcil 3;, thence South 45 0 -13' 40" East, along feet to, a point on,the Southwe said Southwesterly line, 10.36 feet.,to the point t of beginning and the end of this description. said LThe 'Basis of Bearings for this, description is the same as shown on said Parcel Map 121 M 16. 4 VVA "q� A e 4 L COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 --fORRECTION NOTICE QWNER / PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this m ter, o� need additional explanation, please contact this office immediately. �j V (. Z' rte/ • Date- Inspecto �-- r REV 10/92 COUNTY OF BUTTE BUILDING. DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469,,Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMI' A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector REV 101d,2 =OUN-iY,�OF BUTTE i .. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE V0 OWNER PERMIT NO. .t A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when. correction of work *'. + is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. � •F j � (�- 4 �,'� ,'tom ,•Q ��-4li�c r / I/ 5 //I�• O� � (0th G =* ter Yle 9-ec.!' S _ �'4v All R �P t- �K-- ?L� ry el�t t �S Date Inspector �— REV 10 92 _ COU OF BUTTE BUIL NG DIVISION DEPARTMENT OF EVtLOPMENT SERVICES 1469 Humboldt Roa, Chico, CA - (916) 891-2751 7 County Center Drivei, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 0eTd AJ �,S=I 3d5 - OWNER PERMIT NO. A routine i pe ion indicates that theifollowing violations of Butte County Ordinances exist at the abov ad ress and should be corrected. Please notify this office when correction of work is com ete . If you have any questions pertaining to this matter, or need additional explanation, pleas co tact this office immediately. L� % ( C C 14 i A/ p 7 ` �¢%i ii 1. t-�,� /Y �C REV 10/92 INSULATION CERTIFICATE MARK,,BENIGNO IC -1 61 JANICE WAY CHICO Number and Street ity BUTTE _-.-'Subdivision _ of ' urn' cr Description of Installation ROOF" Material _ Thickness (inches) 2-. CEILING Brand Name Thermal, Resistance. (R -Value) Batt or Blanket Type FIBERGLASS Brand Name CERTAINTEED Thickness (inches) Thermal Resistance (R -Value) Loose Fill Type INSUL—SAFE III Brand, Name CERTAINTEED Contractor/s min installed weight/ft= 665 Ib Minimum thickness 151 inches Manufacturer's installed weight per square foot to achieve.Thermal Resistance (R -Value) 38 3. EXTERIOR WALL Frame Type WOOD A. Cavity Insulation Material . FIBERGLASS BATTS Thickness (inches) 3} B . Exterior Foam Sheathing Material Thickness (inches) 4. RAISED FLOOR Material FIBERGLASS BATTS Thickness (inches) 6j 5. SLAB FLOOR/PERIMETER Material Thickness (inches) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) Declaration Brand Name CERTAINTEED Thermal Resistance (R -Value) 13 Brand Name Thermal Resistance (R -Value) Brand Name CERTAINTEED Thermal Resistance (R -Value) 19 Brand Name Thermal Resistance (R -Value) 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.. 2 3 4 CX �_ SHASTA INSULATION Item � mature, pate 1/29/96 Installing Subcontractor(Co.Name) General Contractor (Co. Name) OR Owner Item #s Signature. Date tem 7s Signature, Date Installing Subcontractor(Co. ame General Contractor (Co. Name) OR Owner Installing Subcontractor(Co.Name) General Contractor (Co. Name) OR Owner k PEkMIT#95-2401 068-150=106,-1 0j - & HORTON') Phil.& Betty�, 50 W roVille 61 ',JaIlIce Way, - n C Cr cu 0a s ont-,M�rcus�-,Con t'. Transfer. sf C ransfer, Cont�.-r.BP#95-130-5': CA f a COUNTY OF BUTTE- DEPARTMENT Of DEVELOPMENT SERVICES - BUILDING DIVISION ` `/"County Center Drive - Oroville, California, 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT �' �Vr7/ ASSESSOR PARCEL NUMBER 068-150-106 ZONING LIU BUILDING PERMIT OWNER P' RL & }3ETI'Y HMO,",TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1530 P1IYAS AVE OROVI " 959615 CONTRACTOR'S NAME ' tAICUS ryN'S Vry01: TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS - Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 61 J4i�ICE WAY PERMITFEE PERMITFEE $ OROVILLF Filing Fee e20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF 15 Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: TRAIISFER C;C)WRAC" P EnR 95-1905 Mobile Home I S I G1 W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinq Fee 20:00 - Main Service600V OR LESS ( 20 A OR LESS ) _ 23.00 Main Service ( 200A To I000A ) 46.00 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 I No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1/ 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 NEW CONST. DWELLING OCCUP. OR ADDNS. ( d ACC. BUDS. ) SO. 3.52 FT. NEW CONST. / MULTI.OUTLET NON-RESID. \ BRANCH CIRCUITS ) 97.50 ( 8 POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 Q 1.00 SAL 50 Ex. Occup. OUTLEEDTs (RESID.) ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor ------ 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 PERMITFEE $ Contractor 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 sh'ajll 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. XDate Signature of Appli nt - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 80.00 HA2. D. FEES IMP FLOOD CDF PARCEL PD HO 7E This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have / B y r / 6W PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date /f - 19K,19K,Receipt 6( /0k A (Dare) No. I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPA-3TMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PER APPLICATION AND PERMIT _a- a, , MIT NO. / ASSESSOR PARCEL NUMBER 068-150-106 ARl ZONING BUILDING PERMIT (�,, OWNER PHIL & BETTY HORTQi1 EPTELHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1530 PLUi+�.AS AVE OROVILLE 95965 CONTRACTOR'S NAME MARCUS CONSTRUCTION TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIOVOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 61 JANICE WAY PERMITFEE $ OROVILLE PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23,00 USE OF STRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: TRANgFFR I20NTRAcTn,--FW-95-13 15 Mobile Home I S I GI W 1 920.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filing Fee0:0 Main Service eoovoRLE s ( L, -"-'A oR Less) 23.00 Main Service ( z00A TO Io00A ) 46.00 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 IL 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. E/ 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 NEW CONST. DWELLING OCCUR s0. OR ( 8 ACC. BLOB. ) 3.5¢ FT. CNS. NEWAD CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( a POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. (ourLer OR FIXTURES) 20 Q 1.00 BAL SO Ex. Occup. ( OUTELET8 (RESID.j OR) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit 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 k,20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I sh,$I� not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X = Date C(- Signature of Applic nt - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCCCONST. TYPE TOTAL FEE $ 80.00 HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL I PD I HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate above for which fees have een paid. / B Date— PERMITEXPIRESON V/ (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .068-150-106 PERMIT#95-2400 HOR,TQN,' .Ph ifli A Betty'' 61, Janice -Way, Qrdville .ACont; Marcus Const:• Transfer.Co'nt' BP#95,.1306,, 0 11 4 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT �- ASSESSOR PARCEL NUMBER 068-150-106 ZONING ARI BUILDING PERMIT OWNER PHIL Sr BETTY NORTON TELEPHONE 5J4-1110 SO' Fr. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1530 PLUMAS AVE 0govilLF,, A 965 CONTRACTOR'S NAME 1 MARCUS CONSTRUCTION TELEPHONE 877-5853 CONTRACTORS MAILING ADDRESS F Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Fling Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER ' LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 61 JANICE WAY PERMITFEE $ OR(Wil PLUMBINGPERMIT Filing Fee 20.06 Each Trap 7.00 LOT NO. SUBONISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 USE OF STRUCTURE SHOP SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 piping Gas I In system 1 - 5 outlets 15.00 p Building sewer 15.00 TYPE OF WORKMobile New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IN Describe Work: TRANSFER COM FOR 95-1306 Home IS I GI W1 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filin Fee 20:00 Main ServiceE00v OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. cr 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 NEW CONST. DWELLING OCCUR SO. OR ADDNS. ( & ACC. BLDS. ) 3.50 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) d SINGLE OUTLET CIR. Ex. Occup. (ourlFr OR FIXTURES ) 2U @ I•� BALO 50 Ex. Occup. oFIXEEDTSPPU ISD.OEA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE _ Contractor - WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued.Hood ❑ 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 0.00 Heating Cooling 6.50 'Ventilation PERMITFEE $ Contractor 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 Labor Code, I shall forthwith comply with those provisions. XA1s __ Date __ Signature of App 1 ant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 80.00 HAZ. I D. FEES I IMP I FLOOD CDF PARCEL 1 FD HD ISSU 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. 00 /p / BY I- ,4" Date PERMITEXPIRESON /vim/Y (c (Date) Receipt No. itfJyL4 I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMEW OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville', California 95965 - Telephone (916) 538-7541 MIT NO. APPI, KATION AND PERMIT" PER ASSESSOR PARCEL NUMBER 068-150-106 AR1 ZONING BUILDING PERMIT OWNER PHIL & BETTY HQRTON TELEPHONE 534-1110 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1530 PLUMAS AVE OROVILLE, CONTRACTOR'S NAME MARCUS CONSTRUCTION TELEPHONE 877-5853 CONTRACTORS MAILING ADDRESS APACHE5242 r PARADISE, 95969 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 61 JANICE WAY PERMITFEE $ OROVTTITIF PLUMBINGPERMIT Filing Fee 20.0 Each Trap 7.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP Solar Or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SHOP SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas I In system 1 - 5 outlets p piping Y 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 15 Describe Work: TRANSFER CONTR FOR 95-1300 Mobile Home I S I GI W 1 @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:0 Main Service a V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 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 NEW CONST. DWELLING OCCUR OR NS. ( a ACC. ) SO. 3.5Q FT. NEW CCONST. MULTI-OUUTLETLE T NON-RESIO. ( BRANCH CIRCUITS ) @7.50 ( P OWER APPARATUS 8 SINGLE OUTLET CIR. / Ex. Occup. (OUTLET OR FIXTURES) 20 Q 1.00 BAL 50 Ex. Occup. (FIXED (ID) OR CUTLETSRES.) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE s Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit 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 to.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation J of one hundred dollars ($100) or less.) !L� 1 certify that in the performance of the work for which this permit is issued, I shallTOTAL not employ any person in any manner so as to become subject to workers' 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. &Dof X __ Date Signature of App ant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE FEE $ 80.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD 7compensation This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicate ova for which fees have n paid. BY �` ' Date 0 PERMITEXPIRESON I/<78 -/(9t0 (Date) ReceiptNo. 185924 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 7 COUNTYOF BUTTE - DEPARTMENT.OF'DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER 0.V1 f© v1 P o. Proposed Building Use j2 S Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 'IOWA All items have been submitted. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form. Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate (required prior to plan check). Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ Impact fees as shown on attached schedule. California Department of Forestry plan approval/fees. Flood elevation letter (100 year flood) by California Engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for (A) Use: (B) Parking: Contact Land Development about (A) Improvements (B) Drainage. Driveway permit (construction approval required prior to occupancy). Pre -inspection for required. Contractor's license information. (No., Name Style, Classification). Certificate of Workmans Compensation Insurance. Owner -Builder Verification (Given to owner , Mail to owner Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60 right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. Existing violations/expired permits. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pic p t office. Deliver with inspector. Other 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 writtten request by the person who paid the fee. The request must be made within one year from the dateof fee payment on permits not issued, and one yearfrom the date of permit issuancefor 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 t lea -44 o r.... L�R r-� r -'T ✓_QP��C.Lc�T ioav i0 iz T�yi s To e �if�G.a1���v r ? -0 oA n 'NG �BPr' • mss.. RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # OWNER A. P. # & f d _ lCJ Plan Checker l GENERAL ' Zoning requirements: (sideyards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. ter buildings or structures. ding, fills, drainage. lood hazard. pecial conditions on creation map, ustible, and foundations). FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb- . Building or utilities across lot lines (Record form). FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Zcations of water heater, heating and cooling equipment, other electrical or gas equipment. ,arage firewall, door size, and closer (Sec. 503(d)(3)). T - 3'0" exterior exit door (sec. 3304 (f). Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS `Y Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. -- Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. elevations and wall construction details complete enough to construct Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. after ties or bearing ridge beam. Garage door or porch header sizes. . tud heights. 9!.— Adobe soils - special foundation design. 4i -Retaining walls requiring design. pe,c} al Inspection required. �f�LiQps building 8/91 RESIDENTIAL PLAN CHECKING GUIDE SCELLANEOUS ITEMS TO LOOK OUT FOR • Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). • Guardrail details (Sec. 1711 & 3306(j). • Brick or stone veneer (Chapter 30). terior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. iving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. wo exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). . Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances - L.P.G. requirements. . Noise requirements on duplexes. nergy design. . Flashing at all exterior openings. CDF responsible area requirements. (^y LII"IITED TRU CTU RAL FOR SINGLE FA" 11 LY RESIDENCE. FOR PHIL $. BETTY .NORTON OROVI LLE, GA JOB SITE APN: - - �S�o ARCRf !N JANIGE WAY OROVILLE, GA Q _ .()19689 s sol -3 ►-9.s ��� qTF OF 0 PLAN H-0US-E .�pLTD. - , 10 Larry 7._ Warner, ARCHITECT J '< Q� 10-C WILL IAIVISBURG LN CHICb. CALIFORNIA 95926 , 916-892-80.08 P 1 0 N PROJECT: 0&,LL' o f S rwl PROJ. No. 3 9 LOCATION: ()Zy./ Luh, Cc,. .DATE: :512J9S BY: LJW PAGE 1 OFA_ CODES: Uniform building code, 1991 Edition AISC, Manual of steel construction, 9thEdition ACI, Manual of Concrete Practice, 1988 Edition RITC, Timber Constriction Manual MATERIAL: Concrete: f =-2,000 psi min. @ 28 days Masonry: f c = 1500 psi Mortor: Pc = 1800 psi, Type "S" Grout: f = 2500 psi @ 28 days Steel Reinforcing: ASTM A-615 Grade 40 for #4 or smaller ASTM A-615 Grade 50 for #5 or larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A, unfinished Wood Connectors: Simpson Strong -Tie or equal Wood: LOADS Light Framing: Const. Grade Douglas Fir Struct. Lt Framing, Joists & Planks: Doug, Fir No. 2 Beams & Stringers, Posts & Timbers: Doug Fir No. 1 Plywood: A.P.A. Rated sheathing, Grade CD, UBC Std.25-9 Glue -Lam Timber: ANSI / AITC A190'.1-1983 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination - Roof Live Load: 20 psf Non -Snow Floor Live Load: 40 psf Seismic Zone: 3 Wind Speed: 75 mph Exposure: C Method 2 used unless noted otherwise. Allowed Soil Bearing: 1,500 psf NOTE: Any structural or non-structural items that, are not specifically addressed in the'following calculations and or details are design by others and are not the responsibility 'ofPtan*Hbuse, Ltd:, Larry J: Warner,. Architect. Verification of the soil conditions at the project.site. to determine. the expansive or bearing capacity is by others. Plan House Ltd., Larry J. Warner, Architect, 10-C Willaimsburg Ln., Chico, CA 95926, 916-892-8008 ' Roof Beam (91 UBC (86 NDS)] Ver. 3.02 By: !_-rry J. Warner ArOJIect .. P!an House LTD/LJ. Warner Architect on: 04-18-1995 Prpject: HORTON-1 t-ocation: Typical header L 3'0" opening Beam Data: Span: L= 6.0 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof RP= 5.00 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Bean-. Loading: _ Live Load: RCLL= 16 PSF Roof Loaded Area: RLA= 153 SF Area Adjusted For Roof Pitch: RLAadj= 166 SF Roof Live Load Method: 1 Side One: Roof Dead Load: RDL(1)= 15 PSF Roof Rafter Tributary Width: RTW(1)= 1.5 FT Side Two: Roof Dead Load: RDL(2)= 15 PSF Roof Rafter Tributary Width: RTW(2)= 24.0 FT Roof Duration Factor: RDF= 1.00 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 6.0 FT Beam Live Load W/ Slope Red'n: BLL= 408 PLF Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: TDL= 422 PLF Total Maximum Load: TML= 830 PLF Controlling Total Design Load: CTL= 830 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 1250 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Slenderness Fb' : Fb' = 1250 PSI Size Factor Fb' : CF Fb'= 1250 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment M= 3736 FT LB Shear (@ d from beam end): V= 1851 LBS Comparisons With Required Sections: Section Modulus.- Sreq= 36 IN3 S= 49 IN3 Area. Areq= 30 IN2 A= 32 IN2 Moment of Inertia: Ireq= 36 IN4 ' 1= 230 IN4 Section Adequate By: 10% Controlling Factor: Area Deflections: Dead Load: Live Load: Total Load: _ Reactions (Each End): Live Load: -Dead Load:. Total Load: Bearing Length Regd.: Summary: 3.50 x 9.25#2 DOUGLAS FIR -LARCH - Dry Use DLD= 0.03 IN LLD= 0.03 IN = L2375 TLD= 0.06 IN = U1167 LL= 1224 LBS DL= 1267 LBS 2491 : LBS _. `BL= . .. 1.14' 'IN. PAGE �Z OF �� Roof Beam [91 UBC (86 NDS)] Ver. 3.02 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 04-18-1995 Pro act` HOFtTON 1 Location: Header @ "Jlaster Bath v0nd6w Beam Data: ' Span: L= 4.0 FT - Ma)amum Unbraced Span: Lu= 2.0 FT Pitch Of Roof RP= 5.00 : 12 .Live Load Deflect Criteria: U 240 Total Load Deflect. Criteria: U 180 Beam Loading: Live Load: " ' ROLL= 16 PSE''- ,Roof Loaded Area: RLA= -- 6A SF Area Adjusted For Roof Pitch: RLAadj= 65 SF Roof Live Load Method: 1 Side One: Roof Dead Load: RDL(1)= 15 PSF Roof Rafter Tributary Width: RTW(1)= 3.0 FT Side Two: Roof Dead Load: RDL(2)= 15 PSF Roof Rafter Tributary Width: RTW(2)= 12.0 FT Roof Duration Factor: RDF= 1.15 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 4.0 FT Beam Live Load W/ Slope Red'n: BLL= 240 PLF Beam Self Weight BSW= 5 PLF Beam Total Dead -Load: TDL= 248 PLF Total Maximum Load: TML= 488 PLF Controlling Total Design Load: CTL= 488 PLF Properties For: #2- DOUGLAS FIR-LARCH Bending Stress: Fb= 1250 PSI Shear Stress: "' Fv= 95 PSi Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Slenderness Fb' : Fb' = 1438 PSI Size Factor Fb' : CF Fb'= 1438 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.15 Design Requirements: Maximum Moment M= 977 FT LB Shear (@ d from beam end): V= 753 LBS Comparisons With Required Sections: Section Modulus:- Sreq= 9 1N3 S= 17 IN3 ,area: - gieq= 11 IN2 A= -19 IN2. Moment of Inertia- .=ti - Ireq= ��• • �.i I= 48 48 `IN4 Section Adequate By: 46% Controlling Factor: Area Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.02 IN = U2864 Total Load: TLD= 0.03 IN = U1407 Reactions (Each End): Live Load: LL= 480 LBS Dead, Load: DL= 497 LBS TdtaLLoad:.._ ._, TL= 977 LBS Bearing.Length Regd.: BL= .45 IN .Summary: 3:50;x5:50 #2 -DOUGLAS FIR-LARCH - Dry Use 01 PAGE 3 OF Slope Adjusted Lengths and Loads Adjusted Beam Length: Roof Beam (91 UBC (86 NDS)] Ver. 3.02 16.0 FT By: Larry J. Warner Architect, Plan House LTD/L.J. VVwner Architect on: 04-18-1995 BLL= Project NORTON -1 Location: Garage door header Beam Self Weight BSW= Beam Data: PLF Beam Total Dead Load: TDL= Span: L= 16.0 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 5.00 :12 Live Load Deflect Criteria: U 240 Fb= _ Total Load Deflect. Criteria: — U 180• Fv= Beam Loading: PSI Modulus of Elasticity: E= Live. Load: RCLL= 14 PSF Roof Loaded Area: RLA= 220 SF Area Adjusted For Roof Pitch: RLAadj= 238 SF Roof Live Load Method: 1 PSI Size Factor Fb' : CF Fb'= Side One: Roof Dead Load.- RDL(1)= 15 PSF Roof Rafter Tributary Width: RTW(1)= 1.5 FT Side Two: Roof Dead Load: RDL(2)= 15 PSF Roof Rafter Tributary Width: RT W(2)= 12.25 FT Roof Duration Factor: RDF= 1.00 V= Slope Adjusted Lengths and Loads Adjusted Beam Length: Ladj= 16.0 FT Beam Live Load W/ Slope Red'n: BLL= 193 PLF Beam Self Weight BSW= 9 PLF Beam Total Dead Load: TDL= 232 PLF Total Maximum Load: TML= 425 PLF Controlling Total Design Load: CTL= 425 PLF Properties For: 1.8E WS Micro Lam- TRUSS JOIST -MACMILLAN Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Slenderness Fb' : Fb' = 2600 PSI Size Factor Fb' : CF Fb'= 2600 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment M= 13587 FT LB Shear (@ d from beam end): V= 2977 LBS Comparisons With Required Sections: Section Modulus: Sreq= Aiea: Moment of inertia: Section Adequate By: 11% Controlling Factor: Section Modulus Deflections: Dead Load: Live Load: ".Total. Load: Reactions (Each End): _ Live Load: Dead Load: Total Load: e' aring.Length Regd.: Summary:. 3.00 x 11.875 1.8E WS MicroLam - TRUSS JOIST -MACMILLAN S= Areq= A= ireq= 1= 63 IN3 0 IN3 16 uN2 35 IN2 327 IN4 418 IN4 DLD= 0.45 IN - LLD= 0.38 IN = U510 TLD=_ .. _ 0.83_._lN_F.L/231__ LL= _1540 LBS. DL=1857L:, kBS L= TL=- BL= BL= PAGE 4 OF. 14, Roof Beam [91 UBC (86 NDS)] Ver. 3.02 Sreq= 38 By: Larry J. Warner Architect, Plan ;-rause LTD/L.J. Warner Architect on: 04-19-1995 S= Project: '; iORTON-1 Location: TYPICAL Beam @ back patio Area: Areq= Beam Data: IN2 A= Span: L= 9.8 FT _.Maximum Unbraced Span: Lu= 2.0 FT ` Pitch Of Roof. RP= 5.00 :12 Live Load Deflect Criteria: U 240 Total Load Deflect Criteria: U 180 DLD= Beam Loading: IN Live Load: LLD= Live Load: RCLL= 14 PSF Roof Loaded Area: RLA= 251 SF Area Adjusted For Roof Pitch: RLAadj= 272 SF Roof Live Load Method: 1 LBS Dead Load: _ DL= Side One: Roof Dead Load: RDL(1)= 15 PSF Roof Rafter Tributary Width: RTW(1)= 1.5 FT Side Two: Roof Dead Load: RDL(2)= 15 PSF Roof Rafter Tributary Width: RTW(2)= 24.0 FT Roof Duration Factor. RDF= 1.15 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 9.8 FT Beam Live Load W/ Slope Red'n: BLL= 357 PLF Beam Self Weight BSW= 7 PLF Beam Total Dead Load: TDL= 421 PLF Total Maximum Load: TML= 778 PLF Controlling Total Design Load: CTL= 778 PLF Properties For: 1.8E WS MicroLam- TRUSS JOIST -MACMILLAN Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Slenderness Fb' : Fb' = 2990 PSI Size Factor Fb' : CF Fb'= 2990 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.15 Design Requirements: Maximum Moment M= 9401 FT LB Shear (@ d from beam end): V= 3209 LBS Comparisons With Required Sections: Section Modulus: Sreq= 38 IN3 S= 45 IN3 Area: Areq= 15 IN2 A= 28 IN2 Moment of Inertia: Ireq= 139 IN4 1= 214 IN4 Section Adequate By. 16% Controlling Factor: Section Modulus Deflections: Dead Load: DLD= 0.23 IN Live Load: LLD= 0.19 IN = U607 - -Total-Load: – — -_ __ _ _ _ –.-- _ __.. TLD= 0.42 IN = L/278. Reactions (Each End): Live Load-. LL= 1755 LBS Dead Load: _ DL= 2071, _ LBS Total Load: ;, - TL= 3825 LBS Bearing Length Regd ` _ w.. __ _ BL= 1.70.. IN Summary: 3.00-x=9 501 8E ,WS.MicroLam.- •TRUSS. JOIST -MACMILLAN: PAGE (o OF Square Footin j- Ver. 3.02 By: Larry J. `,n`arne Arc ,itect , Flan Ho,.fse LTDL_!. Warner Architect on: C4-18-1.995 Pro;C-ct: riORUON-1 Locafio1: Tyo-;cal pier foi?hnq @ Girder Footing Properties: Concrete compressive strength: F'c= 2000 PSI Reinforcing steel yield strength: Fy= 40000 PSI Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure: Qe= 1375 PSF Concrete reinforcement cover: c= 3 IN Footing Loads: Live Load: LL= 2790 LBS Dead Load' DL= 1077 LBS Total Load: TL= 3867 L 8 Ultimate factored load: Pu= 6251 LBS Footing Size Selection: Required footing area: Areq= 2.81 SF Minimum footing size required: Lreq= 1.68 FT Selected Size: Length: L= 1.75 FT Width: W= 1.75 FT Area: A= 3.06 SF Ultimate bearing pressure: Qu= 2041 PSF Column Base Dimensions: Length: 1= 4 IN Width: w= 4 IN Footing depth based on shear stresses: Selected footing depth: D= 10 IN Effective steel depth: d= 6.25 IN Punching Stress Calculations: Critical perimeter: Bo= 39 IN Punching shear: Vu1= 4903 LBS Punching shear stress: vu1= 24 PSI Allowable punching shear stress: vc1= 179 PSI Beam shear stress calculations: Beam shear: Vu2= 744 LBS Beam shear stress: vu2= 7 PSI Allowable beam shear stress: vc2= 89 PSI Reinforcement Requirements: Factored moment Mu= 11.395 IN LBS Concrete compressive block depth: a= 0.06 IN Minimum Steel Requirements: Steel required based on moment: As(1)= 0.03 IN2/FT 8tised on tdmp. shrinkage: As(2)= !1:24: IN2/FT Based on 4/3 As,required: As(3)= 0.04 IN2/FT Controlling reinforcing eteef: - As reqd= 0.24 -Mv/FT Selected reinforcement: #4 BARS @ 7.50 IN. O.C. As= .31 IN2/FT Reinforcement Adequate Footing Summary: Size: 1.75 FT. X 1.75 FT ... Depth: t D= 10 IN. Reinforcement #4 BARS @ 7.50 IN O.C. E/W .Or. (3) #4 BARS EM Footing Size-Adequate Base Plate Adequate Footing Depth Adequate PAGE (o OF Uniformly Loaded Floor Beam (91 UBC (86 NDS)] Ver. 3.02 By: Larry J. Warner Architect, Plan House, L.TD/L.J. Warner .%-Architect on: 04-18-x1995 Projeci: HORTON-1 „,oca!ioh- "; y ; ,:at `Igor girder Beam Data: Span: L= 9.0 FT Maximum Unbraced Span: Lu= .0 FT Live Load Deflect. Criteria: U _ 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Dead Load: FDL= 15 PSF Side One: Floor Live Load: FCLL(1)= 40 PSF Tributary Load.Span(Side One): FTJV(1)= 7.8 FT Side Two: Floor Live Load: FCLL(2)= 40 PSF Tributary Load Span(Side Two): FTW(2)= 7.8 FT Live Load Duration Factor: FDF= 1.00 Wall Load: WL= 0 PLF Average Uniform Live Load: FLLave= 40 PSF Beam Loading: Beam Total Live Load: BLL= 620 PLF Beam Self Weight BSW= 7 PLF Beam Total Dead Load: TDL= 239 PLF Total Maxamum Load: TML= 859 PLF Controlling Total Design Load.- CTL= 859 PLF Properties For: 1.8E WS MicroLam- TRUSS JOIST -MACMILLAN Bending Stress: Fb= 2600 PSI Shear -Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Slenderness Fb' : Fb' = 2600 PSI Size Factor Fb' : CF Fb'= 2600 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 8702 FT LB Shear (@ d from beam end): V= 3187 LBS Comparisons With Required Sections: Section Modulus: Sreq= 41 IN3 S= 45 IN3 Area Areq= 17 IN2 A= 28 IN2 Moment of Inertia: Ireq= 170 li 4 1= 214 IN4 Section Adequate By: 11 % Controlling Factor: Section Modulus Defle^tions: Dea. Lead: DLD= 0.09 IN Live Load: LLD= 0.24 IN = U455 Total Load: TLD= 0.33 IN = U328 Reactions (Each End): Live Load: LL= 2790 LBS Dead Load: DL= 1077 LBS Total Load: TL= 386T--LBS Bearing Bearing Length Reqd.: BL= 1.72 IN Summary. 3.00 x 9.50 1.8E WS MicroLam - TRUSS JOIST -MACMILLAN PAGE -7 OF _� Floor Joist (91 UBC (86 NDS)] Ver. 3.02 By: Larry J. Warner Archinct , Han House LTD/L.J. Warner.Architect on: 04-18-1995 Project: HORTON-1 , Locavon: Typical floor joist 'Joist Data: - Span: L= 15.5 FT Maximum: Unbraced Length: Lu= 0.0 FT - ~Live Load Deflect Criteria: U 360 Total Load Deflect Criteria: U 240 Joist Loading: Uniform Live Load: ' ` - FCLL= 40 PSF Floor Duration Factor: ' FDF = 1.00 Concentrated Live Load: FLLconc= 0 LBS Uniform Dead Load: UDL= 15 PSF Joist Live Load: WL= 53 PLF Joist Dead Load: WD= 20 PLF Properties For: SERIES 15 DF / 9.5- TRUSS JOIST -MACMILLAN Depth: D= 9.50 IN Allowable Moment Mprov= 2800 FT LB Allowable Shear: Vprov= 940 LB E'1 of Joist: El= 161000000 LBS"IN^2 ' Maximum End Reaction: Rmax= 940 LB Comparisons With Required Sections: Maximum Moment M= 2202 FT LBS Note: Maximum Shear: V= 568 IN3 Note: . Live Load Deflection: LLD= .466 IN Section Adequate By: 10 % Controlling Factor: Allowable Deflection Deflections: Interior Span Live Load: LLD= 0.47 IN = U399 Interior Span Total Load: TLD= 0.64 IN = U290 Spacing: SPC= 16.00 IN Joist Reactions: Live Load: LL RXN= 551 LBS Dead Load: DL RXN= 207 LBS Total Load: TL RXN= 758 LBS Note: Joists were designed for simple spans using the joist manufacturers published values. If the design does not match the actual joist loading or span conditions in any way, contact the joist manufacturer for design verification. Summary: SERIES 15 DF / 9.5 - TRUSS JOIST -MACMILLAN PAGE ...A OF �`� Reinforcement Adequate Footing Summary: Size: Depth: Reinforcement Or. Footing Size Adequate Base Plate Adequate Footing Depth Adequate 1.25 FT. X 1.25 FT D= 10 IN. #4 BARS @ 9.00 IN-O.C._,E/W- ---- (2) #4 BARS E/W PAGE OF 4 4 Square Footing Ver. 3.02 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 05-03-1995 Pro ect: HORTON-1 Location: TYPICA1_ PIER rOCTING @'GIRDER Save Member Footing ,Properties: Concrete compressive strength: F'c= 2000 PSI Reinforcing steel yield strength: Fy= 40000 PSI Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure: Qe= 1375 PSF Concrete reinforcement cover: c= 3 IN Footing Loads: - - Live Load: LL= 1144 LBS Dead Load: DL= 446 LBS Total Load: TL= 15.90 LBS Ultimate factored load: Pu= 2569 LBS Footing Size Selection: Required footing area: Areq= 1.16 SF Minimum footing size required: Lreq= 1.08 FT Selected Size: Length: L= 1.25 FT Width: W= 1.25 FT Area: A= 1.56 SF Ultimate bearing pressure: Qu= 1644 PSF Column Base Dimensions: Length: 1= 4 IN Width: w= 4 IN Footing depth eased on shear stresses: Selected footing depth: D= 10 IN Effective steel depth: d= 6.25 IN Punching Stress Calculations: Critical perimeter: Bo= 39 IN Punching shear: Vu1= 1484 LBS Punching shear stress: vu1= 7 PSI Allowable punching shear stress: ac1= 179 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LBS Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 89 PSI Reinforcement Requirements: Factored moment: Mu= 2831 IN LBS Concrete compressive block depth: a= 0.02 IN Minimum Steel Requirements: Steel required based on mornent As(1)= 0.01 IN2/FT Based on temp. shrinkage: As(2)= 0.24 IN2/FT Gased on 4/3 As required: As(3)= 0.01 IN2/FT Ccritrolling reinforcing steel: As reqd= 0.24 _ IN2rFT Selected reihforcerfient #4 BARS (- 9:0011N. O:i,. As= .26 IN2/FT Reinforcement Adequate Footing Summary: Size: Depth: Reinforcement Or. Footing Size Adequate Base Plate Adequate Footing Depth Adequate 1.25 FT. X 1.25 FT D= 10 IN. #4 BARS @ 9.00 IN-O.C._,E/W- ---- (2) #4 BARS E/W PAGE OF 4 4 Uniformly -Loaded Floor Beam (91 UBC (86 NDS)] Ver. 3.02 _ By: Larry J. Warner Architect, Plan House LTD./L.J. 'Warn r Architect on: 05-03-1995 Project: NORTON -1 Location: TYPICAL=LOURir2DE{ @Saw Member , Beam Data: Span: L= 5.5 FT Maximum Unbraced Span: Lu= .0 FT Live Load Deflect Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading:. . Floor Dead Load:. — FDL—_ ` . PSF Side One: Floor Live Load: FCLL(1)= 40 PSF Tributary Load Span(Side One): FTW(1)= 5.2 FT Side Two: Floor Live Load: FCLL(2) r 40 PSF Tributary Load Span(Side Two): FTW(2)= 5.2 FT Live Load Duration Factor: FDF= 1.00 Wall Load: WL= 0 PLF Average Uniform Live Load: FLLave= 40 PSF Beam Loading. - Beam Total Live Load: BLL= 416 PLF Beam Self Weight BSW= 6 PLF Beam Total Dead Load: TDL= 162 PLF Total Maximum Load: TML= 578 PLF Controlling Total Design Load: CTL= 578 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 1250 PSI Shear'Stress: Fv= 95 PSI Modu!us of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Slenderness Fb' : Fb' = 1250 PSI Size Factor Fb' : CF Fb'= 1250 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 2186 FT LB Shear (@ d from beam end): V= 1241 LBS Comparisons With Required Sections: Section Modulus: Sreq= 21 IN3 S= 30 IN3 Area: Areq= 20 IN2 A= 25 IN2 Moment of Inertia: Ireq= 28 IN4 1=.1,111 IN4 Section Adequate By: 23 % Controlling Factor: Area �- .. Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.05 IN = U1456 Total Load: TLD= 0.06 IN.= U1048 Reactions (Each End): Live Load: LL= 1144 LBS Dead Load:DL= 446 LBS Total Load: TL= 1590 LBS Bearing Length Reqd.: BL= .73 . IN Summary: 3.50 x 7.25 #2 - DOUGLAS FIR -LARCH - Dry Use PAGE 10 OF Note: Critical M created by combining all dead loads and W live loads. Comparisons With Required Sections: Section Modulus: Sreq= S= Area: Area= Moment of Inertia: Section Adequate By: 38 % Controlling Factor: Section Modulus Deflections: Interior Span Live Load: Interior Span Total Load: Spacing: Bearing Length Reqd.: t Bearing Length Reqd.: Equivalent Wall Loadings: Left End: Right End: Joist Reactions: Left End Total Load Reactions.- Right eactions:Right End Total Load. Reactions: Summary: 1.50 x 7.25 #2 - DOUGLAS FIR -LARCH Dry Use A= Ireq= 1= LLD= TLD= SPC= BL1= BL2= WTL1= WTL2= R1 max= R1 Min= R2Max= R2Min= 9 IN3 13 IN3 6 IN2 10 IN2 23 IN4 48 IN4 0.17 Floor Joist [91 UBC (86 NDS)] Ver. 3.02 0.23 IN = U535 By: Larry J. Warner Architect , Plan House LTD/L.J. Warner Architect on: 05-03-1995 .40 IN Project HORTON-1 Locati h: WPICAL FLOOR JOIST Saw Member 284 PLF Joist Data PLF 379 LBS Span: L= 10.3 FT Maximum Unbraced Length: Lu= 0.0 FT Live Load Deflect Criteria: U 360 Total Load Deflect Criteria: U 240 Joist Loading: Uniform Live Load: — -FCLL= 40 PSF Floor Duration Factor: FDF= 1.00 Concentrated Live Load: FLLconc= 0 LBS Uniform Dead Load: UDL= 15 PSF Joist Live, Load: WL= 53 PLF Joist Dead Load: WD= 20 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 1450 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fcperp= 625 PSI Adjusted Properties Slenderness Fb' : Fb' = 1450 PSI Size Factor-Fb' : CF Fb'= 1450 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Shear: V= 379 LBS Note: Critical V created by combining all dead loads and W live loads. Maximum Moment M= 979 FT LBS Note: Critical M created by combining all dead loads and W live loads. Comparisons With Required Sections: Section Modulus: Sreq= S= Area: Area= Moment of Inertia: Section Adequate By: 38 % Controlling Factor: Section Modulus Deflections: Interior Span Live Load: Interior Span Total Load: Spacing: Bearing Length Reqd.: t Bearing Length Reqd.: Equivalent Wall Loadings: Left End: Right End: Joist Reactions: Left End Total Load Reactions.- Right eactions:Right End Total Load. Reactions: Summary: 1.50 x 7.25 #2 - DOUGLAS FIR -LARCH Dry Use A= Ireq= 1= LLD= TLD= SPC= BL1= BL2= WTL1= WTL2= R1 max= R1 Min= R2Max= R2Min= 9 IN3 13 IN3 6 IN2 10 IN2 23 IN4 48 IN4 0.17 IN = L1735 0.23 IN = U535 16.00 IN .40 IN .40 IN 284 PLF 284 PLF 379 LBS 0 LBS 379 LBS 0 LBS PAGE (/ OF �� PROJECT: 4012_T00 S« PROJ, No.• LOCATION: G(��V i :_�z iy. DATE: -511219 BY: LJW PAGE 1 OF S �ISN(1 L Zl c—/(2w v 40 L z. �3 ' 1 I Plan House Ltd., Larry I Warner, Architect; 10-C Williamsburg Ln., Chico, CA,95926, 916-892-8008. PROJECT: PD n&1- PROD. No.. Sv3, LOCATION: 02o1 I GA . DATE: 5� I Zl9 3 BY: LJW PAGE 3 OF_� p- �-f-,3v3- o�5� YLCt,Of- DI (,4-\- . I z Z x 7 C) 2/ 6'K 'f') _ I, Sl < UNC vW = 23b4�. lthal I 17t?Ar� IV 'r,,2a►� LA (3431, 0fGO K Pyr PROJECT: i402.T Ott S F- PtRZOJ: No. Joh 4 S LOCATION: p t2� 9 i�i_,i"F- DATE: BY: LJW PAGE 14 OF_J�L_ Li - �'v /1 60 57 W LyN(rl- Z- LISA I I F/�" �'-/3 a Z;:J•' a t. �C - D•S r�O•v�� 12� �j.7� V-)/ C., c j[4,LAj*L- W6400 5 -71-1c,S5 Plan House Ltd., Larry J. Warner, Architect, 10-C Williamsburg Ln., Chico, CA 95926, 916-892-8008 ST�u OTu SAL NL- G Lj LAN FOR til U7 W--e—,/ l 1=i 1 N all (41. - e4k-X71 S1 NGLE FAI "I I LY RESIDENOE LLE. JOS .APN: - - OROVI LLE, OA PLAN HOUSE LTD. Larry J. Warner, ARCHITECT 10-C W-LIAMSBURG LN CHICO, CALIFORNIA 95926 916-892-8008 T6TA L. 5 4EF—T.S )3 .. C (-mur wccNiGi K-6 5 H ! JF I--,) Multi -Loaded Beam [91 UBC (86 NDS)] Ver. 3.02 By:, Larry J. Warner Architect, Pian House LTD/L.J. Warner Architect on: 06-26-1995 Project: HORTON-1 Location' =ARAGE DOOR HEADER Beam Data: Span: L= 16.0 FT Maximum Unbraced Span: Lu= 2.0 FT Live Load Duration Factor: LDF= 1.25 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 241 Uniform Load: r Live Load: _ ULL= 218 P_( -F Dead Load: UDL= 136 ' PLF Beam Self Weight: BSW= 10 PLF Total Load: UTL= 364 PLF Concentrated Load P(1): Live Load: P(1)LL= 1220 LBS Dead Load: P(1)DL= 763 LBS Total Load: P(1)TL= 1983 LBS Location: X(1)= 3.0 FT Properties For: 1.8E WS MicroLam- TRUSS JOIST -MACMILLAN Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Slenderness Fb' : Fb' = 3250 PSI, Size Factor Fb' : CF Fb'= 3250 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.25 Design Requirements: Maximum Moment: M= 14815 FT LB @ 6.98 FT Shear (@ d from beam end): V= 4165 LBS Comparisons With Required Sections: Section Modulus: Sreq= 55 IN3 S= 81 IN3 Area: Areq= 18 IN2 A= 41 IN2' Moment of Inertia: .1req= 483 - 1114 1= 4.132; IN4 Section Adequate"By,0% Controlling. Factor: Moment of Inertia � Deflections: Dead Load: DLD= 0.32 IN Live Load: LLD= 0.48 IN = L/399 Total Load: TLD= 0.80 IN = LJ240 End Reactions(Left Side): Live Load: LL LR= 2735 LBS Dead Load: DL LR= 1788 LBS Total Load: TL LR= 4524 LBS End Reactions(Right Side): Live Load: LL RR= 1973 LBS Dead Load: DL RR= 1312 LBS Total Load: TL RR= 3284 LBS Bearing Length Regd.(Left) : LBL= 1.72 IN Bearing Length Regd.(Right): RBL= 1.25 IN Summary: 3.50 x 11.83 1.8E WS MicroLam - TRUSS JOIST -MACMILLAN 59T 20%-13 Multi -Loaded Beam [91 UBC (86 NDS)] Ver. 3.02 P(I)LL= 3639 .By: Larry J. Warner. Architect, P'_an House LTD/L;J. Warner Architect on: 06-26-1995 3411 Project-: HORTON-1 Location: Hblk---i t3 @ V:'NIND-18 7050 Location: Beam Data: 1.2 Properties For: 1.8E WS MicroLam- TRUSS JOIST -MACMILLAN LL LR= Span: L= 6.0 FT Maximum Unbraced Span: Lu= 2.0 FT Live Load Duration Factor: LDF= 1.25 Fc_perp= Live Load Deflect. Criteria: U 360 RBL= Total Load Deflect. Criteria: U 240 Size Factor Fb' : Uniform Load: 3250 Beam Length Classification: '- Live Load: ULL= 8$: PLF- Dead Load: UDL= 55 PLF Beam Self Weight: BSW= 8 PLF Total Load: UTL= 151 PLF Concentrated Load P(1): Live Load: P(I)LL= 3639 Dead Load: W, P(1)DL= 3411 Total Load: P(1)TL= 7050 Location: X(1)= 1.2 Properties For: 1.8E WS MicroLam- TRUSS JOIST -MACMILLAN LL LR= Dead Load: Bending Stress: Fb= 2600 Shear Stress: Fv= 285 Modulus of Elasticity: E= 1800000 Stress Perpendicular to Grain: Fc_perp= 750 Adjusted Properties Bearing Length Regd.(Right): RBL= Slenderness Fb' : Fb' = 3250 Size Factor Fb' : CF Fb'= 3250 Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.25 Design Requirements: Maximum Moment: M= 7021 Shear (@ d from beam end): V= 6021 Comparisons With Required Sections: Section Modulus: Sreq= 26 S= 52 Area: Areq= 26 A= 33 Mornen't of Inertia: ireq= 6.5 1= 250 Section Adequate By 24% Cont, 0;ling Factor: Area IN Deflections: IN = U1759 Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): LBS Live Load: LL LR= Dead Load: DL LR= Total Load: TL LR= End Reactions(Right Side): Live Load: LL RR= Dead Load: DL RR= Total Load: TL RR= Bearing Length Regd.(Left) : LBL= Bearing Length Regd.(Right): RBL= Summary: 3.50 x 9.50 1.8E WS MicroLam - TRUSS JOIST -MACMILLAN LBS' LBS LBS FT PSI PSI PSI PSI PSI PSI FT LB @ 1.16 FT LBS IN3 IN3 IN2 IN2 IN_4 IN4t 0.04 IN 0.04 IN = U1759 0.08 IN = U922 3199 LBS 2941 LBS 6140 LBS 968 849 1816 2.34 0.69 LBS LBS LBS IN SAT 3or13 Roof Beam [91 IJEO (86 NDS)] Ver. 3.02 By: Larry J. Wamar A:c",sct . P'.ar Hesse LTD/L.J. WArner Architect on: 06-26-1995 Project: NORTON -1 Location: HOR (m eNTRY Beam Data: Span: L= 7.3 FT Maximum Unbraced Span: - Lu= 2.0 FT Pitch Of Roof: RP= 5.00 :12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Beam Loading: Live Load: RCLL= 16 PSF Roof Loaded Area: RLA= 47 SF Area Adjusted For Roof Pitch: RLAadj= 51 SF Roof Live Load Method: 1 Side One: Roof Dead Load: RDL(1)= 15 PSF Roof Rafter Tributary Width: RTW(1)= 1.5 FT Side Two: Roof Dead Load: RDL(2)= 15 PSF Roof Rafter Tributary Width: RTW(2)= 5.0 FT Roof Duration Factor: RDF= 1.25 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 7.3 FT Beam Live Load W/ Slope Red'n: BLL= 104 PLF Beam Self Weight: BSW= 5 PLF Beam Total Dead Load: TDL= 110 PLF Total Maximum Load: TML= 214 PLF Controlling Total Design Load: CTL= 214 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress:. Fb= 1250 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Slenderness Fb' : Fb' = 1563 PSI Size Factor Fb' : CF Fb'= 1563 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.25 Design Requirements: kllarm, unvilrtomerai: M= 142-f3 FT LI; Shear (@ d from beam encs): V= 684 LBS Comparisons With Required Sections: Section Modulus: Sreq= 11 IN3 S= 17 IN3 Area: Areq= 9 IN2 A= 19 IN2 Moment of Inertia: Ireq= 17 IN4 ter' 48--1N4---- Section Adequate By: 38% Controlling Factor: Section Modulus n - Deflections:, w - z• Load:■�G>�w <<n.A�% ... �Dead � Laid: _ tri/ �r�I it���/1:�fY• 'otal Load._.:. Reacltons (Each End): -_0-17 - ]NL�Ll52$ :Di d'Load: 4a3 18S Total Load:. w - " _Bearing Length Regd.._BL- v... k c • 1 i "'. i 5P 4or-13 Page: 2 Poof Beam [J1 L)BG (36 NDS)] Ver. 3.02 By: Larry J: Warner Architect. V'iar Hbuse LTD/L.J. Warner Architect. om 06-26,-.1995 Project: HORTON-1 Location: HDR @ eNTRY Summary: 3.50 x 5.50 #2 - DOUGLAS FIR -LARCH - Dry Use 7 4u-; 3 Multi -Loaded Beam [91 UF3C (86 NrS)j ver. 3.02 By: Larry J. Warner Archite,&, P!ar 11%s:�ie L.. 'b/L.J. arner Architer-t on: Oh -26-1995 Project: HORTON-1. Location: HbR @ PATIO/GRDR TRUSS' +_ Beam Data: Span: L= 9.8 FT Maximum Unbraced Span: Lu= 2.0 FT Live Load Duration Factor: LDF= 1.25 hive Lead Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Uniform Load: ' _ Live Load: ULL= 0 PLF Dead Load: UDL= 352 PLF Beam Self Weight: BSW= 8 PLF `l-oial Load: UTL= 360 PLF Concentrated Load P(1): Live Load: P(1)LL= 1806 LBS Dead Load: P(1)DL= 1306 LBS Total Load: P(1)TL= 3112 LBS Location: X(1)= 3.4 FT Uniform Load (Partially Distributed): Live Load: PDLL= 376 PLF Dead Load: PDDL= 0 PLF Total Load:* PDTL= 376 PLF ,oad Start: A= 3.4 FT Load End: B= 6.4 FT Load Length: C= 3.0 FT Properties For: 1.8E WS MicroLam- TRUSS JOIST -MACMILLAN Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Slenderness Fb' : Fb' = 3250 PSI Size Factor Fb' : CF Fb'= 3250 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.25 Design Requirements: Maximum Morner `: M= 12807, FT LE Shear (@ d from beam end): V= 4083 LBS Comparisons With Required Sections: Section Modulus: Sreq= 48 IN3 S= 52 IN3 Area: Areq= 18 IN2 A= 33 IN2 Moment of Inertia: Ireq= 233 IN4 1= 250 IN4 Section Adequate By 7% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.26 IN Live Load: LLD= 0.20 IN = L/582 Total Load: TLD= 0.46 IN = L/258 End Reactions(Left Side): Live Load: LL LR= 1745 LBS Dead Load: DL LR= 2623 LBS Total Load: TL LR= 4368 LBS End Reactions(Right Side): 514_T 60 c:— 13 Page: 2 Multi -Leaded B^n m :Yer. 3.02 By: Larry J.,Warner Architect, Plan House l__ f DIL.J: Warner Architect on: 06-26-1995 Project: HORTON-1 Location: HDR @ PAf10%0RDR TRUSS Live Load: LL RR= 1192 LBS Dead Load: DL RR= 2223 LBS Total $',,.oad: TL RR= 3415 LBS Bearing Length Regd.(Left) : LBL= 1.66 IN Bearing Length Regd.(Right): RBL= 1.30 IN Summary: 3.50 x 9.50 1.8E WS MicroLam - TRUSS JOIST -MACMILLAN w t Wood Column [91 UBC (86 NDS)] Ver. 3.02 By: Larry J. Warner Architect, Man House LTD/L.J. Warner Architect on: 06-26-1995 Project: HORTON-1 lL&Afioic ;b :S70 @ T-22 r Axial Loads Live Loads: LL= 4522 LBS Dead Loads: DL= 4139 LBS Total Loads: TL= 8661 LBS Column Data Length: L= ' . 10'.33- FT Colum, n End Condition: Ke= - 1.0 Eccentricity X Axis: ex= 1.0 IN _=ccentricity Y Axis: ey= 1.0 IN Column Design Stresses Compressive Stress: Fc earl= 1250 PSI Modulus of Elasticity: E= 1800000 PSI Bending Stress: Fbx= 1500 PSI Bending Stress: Fby= 1500 PSI Adjusted Properties K Factor K= 22.8 J Factor Jx= .0 Jy= .0 X—axis Length Class= Short Y—axis Length Class= Short Controlling Duration Factor: Cd= 1.25 Controlling Direction: Y Axis Compressive Stress: fc= 450 PSI Allowable Compressive Stress: Fax= 1563 PSI Fay= 1563 PSI Column Properties Area: A= 19.25 IN 2 Section Modulus X: Sx= 11.2 IN 3 Section Modulus Y: Sy= 17.6 IN 3 Length Depth Ratio: Lex/dx= 3.4 Ley/dy= 2.2 . Column Bending Calculations Eccentricity Moment X Axis: Mx= 8661 IN LBS Eccentricity Moment Y Axis: My= 8661 IN LBS Bending Stress X Axis: fbx= 771 PSI Bending Stress Y Axis: fby= 491 PSI Allowable Bending Stress (X Axis): F'bx= 1875 PSI • Allowable Bending Stress (Y Axis): F'by= 1875 PSI Combined Stress Factor: CSF= 0.96 Column Adequate By: 4 % Base Reactions Live: TLL= 4522 LBS Dead: TDL= 4194 LBS Total: TTL= 8716 LBS Maximum Unbraced Length (X): Lx= 1.00 FT Maximum Unbraced Length (Y): Ly= 1.00 FT Column Section (X): dx= 3.50 IN Column Secdon (Y): dy= 5.50 IN Summary: 3.50 x 5.50 #1 - DOUGLAS FIR -LARCH - Dry Use W Wood Column [91 UBC (86 NDS)] Ver. 3.02 By: Larry J. Warner Arch;tect , Plan House LTD/L.jr Warner Architect on: 06-26-1995 Proiect: NORTON -1 Locatitir.: 005l -� L 1%7' (.. LAUND Axial, Loads Live Loads: LL= 5054 LBS Dead Loads: DL= 4738 LBS Total Loads: TL= 9792 LBS Coiumn Data Length: L= 1'0.33" FT Column End Condition: Ke= 1.0 Eccentricity X Axis: eic=: - 1.0 IN Eccentricity Y Axis: ey= 1.0 IN Column Design Stresses Compressive Stress: Fc parl= 1400 G!, Modulus of Elasticity: E= 1800000 PSI Bending Stress: Fbx= 1800 PSI Bending Stress: Fby= 1800 PSI Adjusted Properties K Factor K= 21.5 _J Factor Jx= .0 Jy= .0 X—axis Length Class= Short Y—axis Length Class= Short 'Controlling Duration Factor: Cd= 1._2.5 Controlling Direction: Y Axis. Compressive Stress: fc= 509 PSI Allowable Compressive Stress: Fax= 1750 PSI Fay= 1750 PSI Column Properties Area: A= 19.25 IN 2 Section Modulus X: Sx= 11.2 IN 3 Section Modulus Y: Sy= 17.6 IN 3 Length Depth Ratio: Lex/dx= 3.4 Ley/dy= 2.2 Column Bending Calculations Eccentricity Moment X Axis: Mx= 9792 IN LBS Eccentricity Moment Y Axis: My= 9792 IN LBS Bending Stress X Axis: fax- 872 PSI Bending Stress Y Axis: , fby= 555 PSl ,Allowable Bending Stress (X Axis): F'bx=, 21250.- PSI Allo"Wable Bending Stress (Y Axis): F'by= 2250 PSI Combined Stress Factor: CSF= 0.92 Column Adequate By: 8 % Base Reactions Live: TLL= 5054 LBS Dead: TDL= 4793 LBS Total: TTL= 9847 LBS Maximum Unbraced Length (X): Lx= 1.00 FT Maximum Unbraced Length m: Ly= 1.00 FT Column Section (X): dx= 3.50 IN Column Section m: dy= 5.50 IN Summary: 3.50 x 5.50 Select Structural - DOUGLAS FIR -LARCH - Dry Use 9-1 j�l acs= �S Wood Column [91 UBC (86 NDS)] Ver. 3.02 IN LBS My= By:. Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 06-26-1995 fbx= = Project: Nn?TON-1 Lccaticrc, POST -3 7YP 6 - Axial.Loads F'bx= 1563 PSI Live Loads: LL= 3199 LBS Dead Loads: DL= 2941 LBS Total Loads: TL= 6140 LBS Column Data Length: - L= 7.0 , FT Column End•Condition: Ke= -Eccentricity X Aids: ex= 1.0 IN Eccentricity Y Axis: ay=— = _ 1.0 1N Column Design Stresses Compressive Stress: Fc parl= 1050 PSI Modulus of Elasticity: E= 1700000 PSI Bending Stress: Fbx= 1250 PSI Bending Stress: Fby= 1250 PSI Adjusted Properties K Factor K= 24.1 J Factor Jx= .0 Controlling Duration Factor: Controlling Direction: Y Axis Compressive- Stress: Allowable Compressive Stress: Column Properties Area: Section Modulus X: Section Modulus Y: Length Depth Ratio: Column Bending Calculations Jy= X—axis Length Class= Y—axis Length Class= Cd= Eccentricity Moment X Axis: Eccentricity foment -Y Axis: E?ending Stress X Axis: Sending Stress Y Axis: Allowable Bending Stress (X•Axis): AllowaBle?Bending Stress (Y Axis): Combined 'Btress Factor: Column Adequate By: 18 % Base Reactions Live: Dead: Total: Maximum Unbraced Length (X): Maximum Unbraced Length (1): Column Section (X): Column Section (Y): Summary: 3.50 x 5.50 #2 - DOUGLAS FIR -LARCH - Dry Use fc= Fax= Fay= A= Sx= Sy= Lex/dx= Ley/dy= .0 Short Short 1.25 .319 PSI 1313 PSI 1313 PSI 19.25 IN 2 11.2 IN 3 17.6 IN 3 3.4 2.2 Mx= 6140 IN LBS My= - Z140 IN LBS fbx= = 547 PSI fby= 348 PSI F'bx= 1563 PSI F'by= ;�� ,:1563 PSI CSF= 0.82 • IN TLL= 3199 LBS TDL= 2978 LBS TTL= 6177 LBS Lx= 1.00 FT Ly= 1.00 FT dx= 3:50 IN dy= 5.50 IN Xt 1004- 6 N S- ` �r,R�wwq✓Lf.'a Wood Column [91 UBC (86 NDS)] Ver. 3.02 By: Larry.J. Warner Architect, Plan House LTD/L.J. 10 arner Architect on: 06-26-1995 - Project: HORTON-1 Lncation: POST -4 typ. a 'hdr Axial Loads Live Loads: LL= 1790 LBS Dead Loads: DL= -1679- LBS Total Loads: TL= 3469 LBS Column Data Length: L= 8.0 F� , Column End Condition:. Ke= 1.0 Eccentricity Y:"fxis:. ex= :1.0., IN Eccentricity Y Axis: ey= 1.0 IN Column Design Stresses Compressive Stress: Fc parl= 1050 PSI Modulus of Elasticity: E= 1700000 PSI Bending Stress: Fbx= 1250 PSI Bending Stress: Fby= 1250 PSI Adjusted Properties K Factor K= 24.1 J Factor Jx= .0 Jy= .0 X—axis Length Class= Short Y—axis Length Class= Short Controlling Duration Factor: Cd= 1.25 Controlling Direction: Y Axis Compressive -Stress: fc= 283 PSI Allowable Compressive Stress: Fax= 1313 PSI Fay= 1313 PSI Column Properties Area: A= 12.25 IN 2 Section Modulus X: Sx= 7.1 IN 3 Section Modulus Y: Sy= 7.1 IN 3 Length Depth Ratio: Lex/dx= 3.4 Ley/dy= 3.4 Column Bending Calculations Eccentricity Moment X Axis: Mx= 3469 IN' LSS Eccentricity Moment Y Axis: My= 3469 IN LBS + Sending -Stress X Axis: fbx= 485 PSI Bending Stress Y Axis: fby= 485 PSI Allowable Bending.Stress (X Axis): F'bx= 1563,,..PSI Allowable Bending Stress (Y Axis): F'by= 1563"" PSI Combined Stress Factor: CSF= 0.84 Column Adequate By: 16 % Base Reactions Live: TLL= 1790 LBS Dead: TDL= - ----1-706--LBS-- Total: TTL= 3496 LBS Maximum Unbraced Length (X): Lx= 1-.00 -FT- �- Maximum Unbraced Length (Y): Ly__ 100- SFT Column Section (X): dx= 3.50 IN Column Section .(1): dy= 3.50 _IN:. _ Summary: 3.50 x 3.50 #2 - DOUGLAS FIR -LARCH - Dry .Use N S- ` �r,R�wwq✓Lf.'a Square Footing Ver. 3.02 0%): Larry j. Warner Architect, Plan Home LTD/L.J. Warner Ahitect,on: 06-26-1995 Project: NORTON -1 Location: FTG -1 @ post -1 Footing Properties: Concrete compressive strength: F'c= 2000 PSI Reinforcing steel yield strength: Fy= 40000 PSI Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure: Qe= 1350 PSF Concrete reinforcement cove: c= 3 IN - Footing Loads: Live Load: _ - LL= 4522- " ALBS Dead Load: DL= 4194 LBS Total Load: TL= 8716 LBS Ultimate factored load: Pu= 13559 LBS Footing Size Selection: Required footing area: Areq= 6.46 SF Minimum footing size required: Lreq= 2.54 FT Selected Size: Length: L= 2.75 FT Width: W= 2.75 FT Area: A= 7.56 SF Ultimate bearing pressure: Qu= 1793 PSF Column Base Dimensions: Length: I= 8 IN Width: w= 4 IN Footing depth based on shear stresses: Selected footing depth: D= 12 IN ' Effective steel depth: d= 8.25 IN Punching Stress Calculations: Critical perimeter: Bo= 55 IN Punching shear: Vu1= 11255 LBS Punching shear stress: vu1= 29 PSI Allowable punching shear stress: Vc1= 179 PSI Beam shear stress calculations: Beam shear: Vu2= 2671 LBS Beam shear stress: vu2= 12 PSI Allowable beam shear stress: vc2= -89 r SI Reinforcement Requitethents: Factored moment:. Mu= 44696. IN LBS Concrete compressive Mock depth:- a= 0.1'! Minimum Steel Requirements: Steel required based on moment: As(1)= 0.06 IN2/FT Based on temp. shrinkage: As(2)= 0.29 IN2/FT Based on 4/3 As required:. As(3)= 0.07 IN2/FT Controlling reinforcing steel: As reqd= 0.29 IN2/FT Selected reinforcement: #4 BARS @ 6.75 IN. O.C. As= .35 IN2/FT Reinforcement Adequate Footing Summary: Size: 2.75 FT. X 2.75 FT Depth: D= 12 IN. Reinforcement: #4 BARS @ 6.75 IN O.C. E/W Or: (5) #4 BARS E/W Footing Size Adequate Base Plate Adequate Footing Depth Adequate Reinforcement Adequate Footing Summary: Size: Depth: Reinforcement: Or: Footing Size.Adequate Base Plate Adequate Footing Depth Adequate PSi PSI PSF PSF IN LOS LBS LBS LBS SF FT FT FT SF PSF IN IN IN IN IN LBS PSI PSI LBS PSI PSI iN'LSS INS IN2/FT IN2/FT IN2/FT IN2/FT IN2/FT 2.75 FT. X 2.75 FT D= 12 IN. #4 BARS @ 6.75 IN O.C. E/W (5) #4 BARS E/W Square Footing Ver. 3.02 By: Larry J. Warner Arch;iect , 'Pfan House LTD/L.J. Warner Architect on: 06-26-1995 Project: NORTON^=1 Locabc'; L rG-2 @ post -2' Footing Properties: Concrete compressive strengti :- F'c= 2000 Reinforcing steel yield strength: Fy= 40000 Allowable soil bearing pressure: Qs= 1500 Effective soil bearing pressure: Qe= 1350 Concrete reinforcement cover: c= 3 Footing Loads: Live Load: LL= 5054 Dead Load: F DL= 4793 Total Load: TL= 9847 Ultimate factored load: Pu= 15302 Footing Size Selection: Required footing area: Areq= 7.29 Minimum footing size. required: Lreq= 2.70 Selected Size: Length: L= 2.75 Width: W= 2.75 Area: A= 7.56 Ultimate bearing pressure: Qu= 2023 Column Base Dimensions: Length: 1= 8 Width: w= 4 Footing depth based on shear stresses: Selected footing depth: D= 12 Effective steel depth: d= 8.25 Punching Stress Calculations: Critical perimeter: Bo= 55 Punching shear: Vu1= 12702 Punching shear stress: vu1= 33 Allowable punching shear stress: vc1= 179 Beam shear stress calculations: Beam shear: Vu2= 3014 Beam shear stress: vu2= 13 Allowable beam shear stress: vc2= 89 Reinforcement Requirements: Factored moment: -Mu— 5044 Concrete compressive Nock,depth: a= 0.12 Minimum Steel Requirements: Steel required based on moment: As(1)= 0.06 Based on temp. shrinkage: As(2)= 0.29 Based on 4/3 As required: As(3)= 0.08 Controlling reinforcing steel: As reqd= 0.29 Selected reinforcement: #4 BARS @ 6.75 IN. O.C. As= . .35 Reinforcement Adequate Footing Summary: Size: Depth: Reinforcement: Or: Footing Size.Adequate Base Plate Adequate Footing Depth Adequate PSi PSI PSF PSF IN LOS LBS LBS LBS SF FT FT FT SF PSF IN IN IN IN IN LBS PSI PSI LBS PSI PSI iN'LSS INS IN2/FT IN2/FT IN2/FT IN2/FT IN2/FT 2.75 FT. X 2.75 FT D= 12 IN. #4 BARS @ 6.75 IN O.C. E/W (5) #4 BARS E/W 5N'i 136 1 '5 Square Footing Ver. 3.02 By: Larry J. Warner Ard0ect , Plan House LTD/L.J. Warner Architect on; 06 -?-6-1995, Project: NORTON -1 Location: Fl 6-;3 @ t-16 .� Footing Properties: Concrete compressive strength: F'c= 2000 PSI Reinforcing steel yield strength: Fy= 40000 PSI Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure: _ Qe= 1350 PSF - Concrete reinforcement cover: c= 3 IN Footing Loads: Live Load: _ LL= 3240 LBS _ Dead Load: DL= 3038 LBS Total Load: TL= 6278 LBS. Ultimate factored load: Pu= 9761 LBS Footing Size Selection: Required footing area: Areq= 4.65 SF Minimum footing size required: Lreq= 2.16 FT Selected Size: ` Length: L= 2.25 FT Width: W= 2.25 FT Area: A= 5.06 SF Ultimate bearing pressure: Qu= 1928 PSF Column Base Dimensions: Length: 1= 4 IN Width: w= 4 IN ooting depth based on shear stresses.- tresses:Selected Selectedfooting depth: D= 12 IN Effective steel depth: d= 8.25 IN Punching Stress Calculations: Critical perimeter: Bo= 47 IN Punching shear: Vu1= 7913 LBS Punching shear stress: vu1= 24 PSI Allowable punching shear stress: vc1= 179 PSI Beam shear stress calculations: Beam shear: Vu2= 1265 LBS Beam shear stress: vu2= 7 PSI Allowable beam shear ;tress: vc2= 89 PSI Reinforcamen? Requirements: - - Factored moment: Mu= 24957 IN LBS Concrete compressive block depth: -.1. ,, a= 0.07 IN Minimum Steel Requirements: - Steel required based on moment: As(1)= 0.04 IN2/FT Based on temp. shrinkage: As(2)= 0.29 IN2/FT Based on 4/3 As required: As(3)= 0.05 IN2/FT Controlling reinforcing steel: As reqd= 0.29 IN2/FT Selected reinforcement: #4 BARS @ 7.00 IN. O.C. As= .34 IN2/FT Reinforcement Adequate Footing Summary: Size: 2.25 FT. X 2.25 FT Depth: D= 12 IN. Reinforcement: #4 BARS @ 7.00 IN O.C. E/W Or: (4) #4 BARS E/W Footing Size Adequate Base Plate Adequate Footing Depth Adequate CERTIFICATE OF COMPLIANCE: Residential Page 1- CF -1R Project Titls: Horton Custom Run: 883 17 -May -_..5 Project Address: Horton SFR 2261 Oro-v-ile, CA Building Title: SFR 2661 S.F Building Permit # Document Author: Plan House Ltd. r5 "/ 305 Telephone: 916-892-8008 Plan -Check /��� e Compliance Method: CALRES2 Version 1.31 Field Check," Date Climate Zone: GENERAL INFORMATION Conditioned Floor Area: 2661 ft2 Building Type: SFD Single Family. Detached Building Front Orientation: 44 deg (North) Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION Component Insul Assembiy7 Type R -value -------- (J -value -------- --------------- Door 0 0.330 Door 0 0.330 Wall 18 0.059 Wall 13 0.088 Ceiling 38 0.025 Floor 0 0.295 Floor 19 0.037 FFITESTP TION Orientation Z' - U_ c:2 j. value Window North 18.0 0.540 Window North 108.0 0.540 Window West 111.0 0.540 Window South 70.0 0.540 Window 'South 40.0 0.540 Window South 40.0 0.650 Window South 40.0 0.650 Window East 55.0 .540 Location/Comments Outside Unconditioned Outside Unconditioned Attic Grade Crawlspace THERMAL MASS Area Thick Type Exposed? (ft2) (in) Floor No 454.0 3.5 Frame Type Vinyl Vinyl Vinyl Vinyl -Vinyl Wood Wood Vinyl Location/Comments --------------------- - - - --- Grade � u& Interior Exterior verhang Panes Shading Shading and .L ins._ 2 Std Drape Bug Screen None 2 Std Drape Bug Screen Fins 2 Std Drape Bug Screen None 2 Std Drape Bug Screen None 2 'Std Drape Bug --Screen- OH+Fins 2 Std Drape Bug Screen Overhang 2 Std Drape Bug Screen None 2 Std Drape Bug Screen None r� THERMAL MASS Area Thick Type Exposed? (ft2) (in) Floor No 454.0 3.5 Frame Type Vinyl Vinyl Vinyl Vinyl -Vinyl Wood Wood Vinyl Location/Comments --------------------- - - - --- Grade � u& i CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: Horton Custom CFP; Run: 883 1.7 -May -95 HVAC SYSTEMS Tv, e -------------------------- .F,urnAce Air Gond. -- central split WATER HEATING SYSTEMS Duct Location Efficiency and'R-value 0.78 AFUE Attic R-4.2 10.00 SEER Attic R-4.2 Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater. Type ----------------- Htrs ---- Factor ------ (gal) ------ R-val ----- -------------------- Std-Neff Gas Standard ------------ Std-Heff_Gas Storage gas 1 0.63 50 12 WATER HEATING SYSTEMS MISC HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES None Pipe Pipe run (ft) diam (in) ----------------- Insul Insul thck (in) R -value --------- ------- Solar savings Solar system Wood stove Wood stove System Name fraction type ------------ boiler? boiler pump? ----------------------- ------------ Std-Heff_Gas ------------- -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) Std-Heff Gas 760-- HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES None Pipe Pipe run (ft) diam (in) ----------------- Insul Insul thck (in) R -value --------- ------- CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: ,. Horton Custum:.SF Run: 883 17 -Ma -95 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standardsin-,,Title 2.4, Parts 1 and 6 of the California Code of Regulations, and the Administrative -regulations ..to .implement them. This certifica�e has beer_ signed by the individual with overall design responsibility. When ;this'certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER Larry J. Warner Plan House Ltd. 10-C Willaimsburg Ln. Chico, CA 95926. 916-892-8008• t., Li c Signed ENF ED Name: Title: Agency: 'Telephone: AGENCY Signed Date DOCUMENTATION AUTHOR Plan House Ltd. Plan House Ltd. 10-C Williamsburg Lane Chico, CA 95926 916-892-8008 MTS Date COMPUTER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------------------------- Project Title: � Horton Custom SF7 Run: 883 , 17 -May -9.5 Project Address: Horton SFR 2261 Building Title: Document Author: Telephone: Oroville, CA SFR 2661 S.F Plan House Ltd. 916-892-8008 Building Permit # Plan Check / Date Compliance Method: CALRES2 Version 1:31 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 14.26 Space Cooling 12.61 Water Heating 9.82 Total 0 36.69 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building -Front Orientation: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 13.69 13.44 8.20 -------= Complies 35.33 Yes 2661 ft2 SFD Single Family Detached 44 deg (North) 1.00 1 Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 23949 ft3 Conditioned Footprint Area: 2661 ft2 Ground Floor Area: 2661 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) Type House 2661 23949 Conditioned OPAQUE SURFACES Surface Area Type (ft2) Zone = House Door Door Wall Wall Wall Wall Wall Wall Wall Thermostat Type ------------ CEC_Standard Vent Vent Height Area (ft) (ft2) 2'0" 51.8 U- Insl Tru Slr Construction value Rval Azm Tlt Gns Type Location/Comments 40.0 0.330 0 44 90 Yes 6068 -Wood Outside 20.0 0.330 0 44 90 No CEC_30-Wood Unconditioned. 264.0 0.059 18 44 90 Yes W13.2x4SF Outside: 172.0 0.088 13 44 90 No W13.2x4.16 Unconditioned 421.0 0.059 18 314 90 Yes W13.2x4SF Outside 40.0 0.088 13 314 90 No W13.2x4.16 Unconditioned 349.0 0.059 18 224 90 Yes W13.2x4SF' Outside 76.0 0.088 13 224 90 No W13.2x4.16 Unconditioned 367.0 0.059 18 134 90 Yes W13.2x4SF Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: Horton Custor, SWR _ Run: 883 17 -May -95 OPAQUE SURFACES continued Surface Area U- Insl Tru Slr Construction Type (ft2) value Rval Azm Tlt Gns Type Location/Comments Wall 141.0 0.088 13 134 90 No W13.2x4.16 Unconditioned Wall 24.0 0.059 18 179 90 Yes W13.2x4SF Outside Ceiling 2661.0 0.025 38 -- 0 Yes R38.2x4.24 Attic Floor 454.0 -- 0 -- 180 No S1ab140C Grade Floor 2207.0 0.037 19 -- 180 No FC19.2x8.16 Crawlspace PERIMETER LOSSES Perimeter Length F2 Insul Type . (ft) Factor R-val ------------------- ------ ----- None Insul Depth (in) Location/Comments ------ ---------------------------------- FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Charactr Name Type (ft2) Azm Tlt Type Type Name ------------ -------------- Zone = House ---- ----- --- --- ------- -------- F-4026 Wind 10.0' 44 90 Slider Vinyl CLR/VINYL F-40Arch Wind 8.0' 44 90 Fixed Vinyl CLR/VINYL F-6060-1 Wind. 36'.0-1 44 90 Slider Vinyl CLR/VINYL F-6060-2 Wind 36.0--"44 90 Slider Vinyl CLR/VINYL F-60Arch-1 .wind 18.0,-44 90 Fixed Vinyl CLR/VIN'YL Wince,_ 18.0-" 44 90 Fixed Vinyl CLR/VINYL (k60Arch-2 -2040 Wind ''8.0 314 90 Slider Vinyl CLR/VINYL R-6040-1 Wind 24.0314 90 Slider Vinyl CLR/VINYL R-6040-2 Wind 24.0314 90 Slider Vinyl CLR/VINYL R-5020 Wind 10.0-314 90 Slider Vinyl CLR/VINYL R-3050-1 Wind 15.0314 90 Slider Vinyl CLR/VINYL --R-3050-2 Wind 15.0-314 90 Slider Vinyl CLR/VINYL - R-3050-3 Wind 15.0-314 90 Slider Vinyl CLR/VINYL B-3050-1 Wind 15.0-22.4 90 Slider Vinyl CLR/VINYL B--3'050-2 Wind 15.,0'-224. 90 Slider Vinyl CLR/VINYL . B-305,0-3 Wind 15.0'.224 90 Slider Vinyl. CLR/VINYL. -B=606*8'-slgl' - Wind` 40.0 224 � 90 Slider Vinyl CLR/VINYL -B.-3:068FrDr-1 Wind. -20.011224. 90 Hinged Wood clear B-.3'068Wd-I *Wind 20.0/224 90 Hinged Wood clear 3_3068FrDr-2 Wind: 20.0 224 90 Hinged Wood clear B-3068Wd-2 Wind 20.0 224 90 Hinged Wood clear L-5050-1 Wind 25.0e179 90 Slider Vinyl CLR/VINYL L-5050-2 Wind 25.0'134 90 Slider Vinyl CLR/VINYL L-3050-1 Wind 15.0}34 90 Slider Vinyl CLR/VINYL L-3050-2 Wind 15.0'134 90 Slider Vinyl CLR/VINYL Comments ---------------- COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: Horton Custom SFR Run: 883 17 -May -95 GLAZING CHARACTERISTICS Above Left Right Glazing Height Width Depth Glazing Extension Extension --------- Charactr Glazing # of U.- SC Gls Interior SC'Int Exterior SC Ext Name Type Panes value Only Shade Type Shade ------ Shade Type ---------- Shade ------ ------------ --------- ----- CLR/VINYL Clear 2 ----- 0.540 ------ 0.880 ----,----- Std Drape 0:780 Bug Screen 0.870 clear Clear 2 0.650 0.880 Std Drape 0.780 Bug Screen 0.870 OVERHANGS Fenestration- ------------=------------- --------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension --------- ------------ B-6068-slgl ------ 6'8" ------ 610" ------ 7'6" --------- --------- 114" 010" 3810" B-3068FrDr-1 618" 310" 1516" 114" 516" 2816" B-3068Wd-1 618" 310" 1516" 11411 1616" 1716" FINS Left Fin Right Fin Fenestration -------------------------- Exten Dist -------------------------- Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng ----- glzing ------- Depth Height ------ ------ glzng ----- glzing ------ ------------ F-6060-1 ------ 610" ------ 610" ------ 910" ------ 10'0" 314" 21.911 -- -- -- -- F-6060-2 610" 61011 -- -- -- -- 2810" 1010" 314" 219" F-60Arch--1 3'10" 610" 910" 1010" 2" 21911-- F-60Arch-2 310" 61011 -- -- -- -- 2810" 101011 2" 21911 B-6068-slgl. 61811 61011 6!01: 810" 11411 01011 THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments Zone = House FLOOR -SLAB 454.0 3.5 28 0.98 S1ab140C 2.00 Grade SOLAR GAIN DISTRIBUTION Fenestration Winter Summer Targetted Name Fraction Fraction Thermal Mass Comments None COMPUTER METHOD SUMMARY Page 4 C -2R Project Title:. Horton Custom SFR ----------------------- Run: ------------------ 88,3 17 -May -95 HVAC SYSTEMS Duct Location System -Name System Type .Efficiency and R -value Zone = House GasFurn.78 Furnace 0.78 AFUE Attic R-4:2 ACsplit10 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap. System Name Type Heater Name ------------ Heater Type ----------------- Htrs ---- Factor ------ (gal) ------ R-val ----- -------------------- Std-Heff_Gas Standard Std-Heff_Gas Storage gas 1 0.63 50 12 WATER HEATING SYSTEMS MISC System Name ------------ Std-Heft Gas Solar savings fraction ------------- WATER HEATER/BOILER DETAILS Solar system type ------------ Water Recovery Heater Name Efficiency AFUE Std-Heff Gas 760 -- Rated Input (k B'-- u ) 36.00 Wood stove Wood stove boiler? boiler pump? ---------- ------------- No No Pilot Standby Tank Light Loss R -value (Btuh) -------------- ------ HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value None PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R ------------------------------------------------------------------------ Project Title: Horton Custom SFr: 17 -May -.95 Project Address Oroville, CA Building Permit # .Building Title: SFR 2661 S.F Document Author: Plan House Ltd. Checked By / Date Telephone: 916-892-8008 Compliance Method`:" CALRESZ-Version 1.31 Assembly Name: Assembly Type: Framing Percentage: Framing Type: W13.2x4SF Wall Construction 150 CEC_16ocW LIST OF CONSTRUCTION COMPONENTS Thickness Resistance Material (inches) at Cavity 1 FilmIn_90 -- 0.68 2 GypBoard_HC 0.50 0.45 3a Fir 3.50 -- 3b R13Batt 3.50 13.00 4 Felt -- 0.06 5 ExtrPolyStyr 1.00 5.00 6 Stucco 0.25 0.05 7 FilmOutside -- 0.17 Resistance at Framing 0.68 0.45 3.47 0.06 5.00 0.05 0.17 ---------- ---------- Total Unadjusted Resistance (R) : 19.41 9.8'? Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ----------------- ----------------- ----------------- --U-value:- -(1./-19.41 x 0.85) + (1./9.87 x 0..15) = 0.059 Btuh/ft2-F Resistance: = 16.95 ft2-F/Btuh NOTE The values: shown here�are -b ased on nominal data and do not include surface film adjustments crawlspace'resistance, or other modifications 'mandated by the CEC. Mandatory Measures Checklist: Residential MF -1 R NOTE: Lowrise residential buiiamcs -unjec, t:; Ind Standards must contain these measures regardless of tha compliance apprcacti user. Items margri ,?hzh an asterisk (') Ria' lop <<jperseded by more stringent ccrrini; rlC:;� ieq:ilf8mentS listed on the Cartificzte of Comi,pliance. When this checklist is incorporated into the permit documents, the features noted shall be consideree by nil parties as binding minimum component performance specificatior-s for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Building Envelope Measures * §150(a): Minimum R-19 ceiiing insuatiori. §150(b): Loose fill insulation manufacturer's iahsnea R-Vaiuo. §150(c): Minimum R-13,wan insuiation in frames wails (does not apply to exterior mass wads). * §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. §150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 permiincn. §118: Insulation specified or instailed meets California Energy Commission quality standards. Indicate type and form. §116-17: Fenestration Proauc's, Exterior Doors and InfiltraboniExfiltration Controls a. Doors and windows oetween conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration oroaucts have label with certified U -value, and infiltration certification. c. Exterior doors and winnows weathers tripped: all joints and Penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 ana 15 o,iv. yl 50(0: Special infiltration carrier instailed to comoiv,,vt!h e151 meets :omntission euatity stanaaras. 3150(e): Insta)lation of Fireplaces. Decorative Gas Appliances ana Gas Loos 1. Masonry ana factory-ouiit fireplaces have: a Closeaole metal or giass door b. Outside air intake with camper and control c. Flue aamoer ana control' 2. No continuous burning gas pilots ailowea. Space Conditioning, Nater beating and Plumoing System Measures §110-13: HVIC aauitiment. water neaters. snowerneaas ano faucets certified by the Commission. 3150(i): Setback :hermostat on ail applicable neatina systems. §150(j): Pipe and Tank Insulation ;ndirect h;r 'infer tanK-s ie.g., unrr-J 310ra0e fanKS or backup solar not water tarxsi nsuiaton blanket 0R-12 or greeter) or cembirw ;nmriouexterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non-rec;rauiatina systems. insulated (R-4 or areater). 3. All buried or exposed aping insulated i;r recirLtiabnq sections of hot water system. - 4. Cooling system piping beknv 55°F insulated. Piping insulated between heating source and indirect hot water tank. §150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have bac kdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.. §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal of iency, on-off switch, weatherproof operating instructions, no electft resistance heating and no pilot light 2. System is installed with: a At least 36' pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buring pilot light (Exception: Nan -electrical cooking appliance with pilot < 150 Stwhr.) Ughting Measures §150(k): 40 lumensrwatt or greater for general lighting in kitchens and rooms with water closets: and recessed ceiling fixtures IC (insulation cover) approved. Revised January 1992 DESIGNER I ENFORCEMENT 1 }2-13+.25tcah R -1 11 ' J = O,--4 mw .✓ LAND DEVELOPMENT - BUILDING PERMIT CLEARANCE Building Permit No. OWNERSNUMBER: D �—' l SCJ NAME: n / PRINT LAST NAME FIRST COUNTY ZONING[) f �? 7-5'A5DESIGNATION: A � r FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: -A, '111-4 RESOLVE PROBLEMS PRIOR TO APPROVAL PARCEL CREATION BY DEEDS DATE OF CREATION: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: DEED REFERENCE: LEGAL ACCESS REQUIRED: YES NO YES NO 6 S -?S -!oz 5-,14 /kms PARCEL CREATION BY MAP DATE OF RECORDING Z2 O LOT BOOK % Z PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. // 11 I V aqm 2. Maintain a Z� building setback from right-of-way/cline of // -- 3. Pay water tender fees in the amount of $ 20 to Battalion Number (.P of the Butte County Fire Department. _ 4. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. I 5. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 6. Maintain a 100 ft. leachfield setback from all existing wells. 7. Maintain a � ft. leachfield setback from IN -Al NX&E W" 8. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. 9. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. 10. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 1 1. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. �C 12. DON/61-1619M091 maw 19' 5, CD fJP-k&:6 QN � PUA UC-�A ,%/ 13 • S�-oY�� IN &X,C-SSS c)F -to% &14 UNSU IT)k6lL6 BAR SEW866' CHECK APPROPRIATE REQUIREMENTS YES OR NO OR CONDITION NUMBER. 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